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Home My WebLink About901542.tiff.. - ...i . . . tart St a Air Esep I. JUNE 199® S M TWT FS 1 2 2 4 5 6 7 8 9 n1"; 11 12 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Ado Mc=-1-i ve° • • RECORD OF PROCEEDINGS AGENDA Monday, June 4, 1990 Tape #90-24 • ROLL CALL: Gene R. Brantner, Chairman. George Kennedy, Pro-Tem Constance L. Harbert C.W. Kirby Gordon E. Lacy MINUTES: Approval of minutes o£ May 30, 1990 CERTIFICATIONS OF HEARINGS: Hearing conducted on May 30, 1990: 1) Special Review Permit, D.P.C. Industries, Inc. ADDITIONS TO AGENDA: None ' APPROVAL OF CONSENT AGENDA: COMMISSIONER COORDINATOR 1) Communication Services - Lacy 4 REPORTS: 2) Engineering Services - Kirby 3) Health Services - Harbert 4) Planning Services - Kennedy 5) Purchasing & Personnel - Brantner COUNTY FINANCE OFFICER: 1) Warrants (Donald Warden) BUSINESS: NEW: 1) Consider request to preadvertise fee change - Planning Department 2) Consider Family Planning Program Contract and authorize Chairman to sign 3) Consider Sampling and Analysis of Pollutant Discharge Agreements with various entities and autnorize Chairman to sign 4) Consider Change Order No. 2 for Bridge 58/478 with Lawrence Construction I: Company and authorize Chairman to sign 5) Consider Resolutions re: Emer7ency closure of WCR 10 between WCR 27 and 29; and WCR 47} between U.S. highway 34 and WCR 58 6) Consider Resolutions re: Appointment of Jerry Engel to Uniform Buildino Code Board of Appeals and to Building Trades Advisory Committee 7) Consider Resolution re: Appointments to Private Industry Council PLANNING: 1) Consider Resolution re: Building Code and Zoning Violations - Gartrell; p Gallardo; Perez; and Schultz • 2) Consider change of Condition for RE #1231 - Robbins • • • �7C QQ I,. t CONSENT AGENDA APPOINTMENTS: Jun 4 - Work Session 10:00 AM Jun 4 - Fair Board 7:30 PM Jun 5 - Planning Commission 1:30 PM Jun 6 - County Council 7:30 PM Jun 7 - Island Grove Park Advisory Board 3:30 PM Jun -3 - Community Corrections Board 12:00 NOON h' Jun 11 - Private Industry Council 7:30 AM Jun 11 - Weld Mental Health 7:30 PM Jun 12 - Juvenile Community Review Board 12100 NOON Jun 13 EDAP 7:00 AM Jun 13 - BOARD MEETING CANCELED Jun 14 - Area xyency on Aging 9:00 AM HEARINGS: Jun 4 - Snow Cause Hearing, Phillips Petroleum Company and Jack W. Zimbelman 9:00 AM Jun 6 - Preliminary Hearing, 71st Avenue Local Improvement District 10:00 AM Jun 20 - Change of Zone, A (Agricultural) to PUD (Planned Unit Development) , Antelope Hills PUD 10:00 AM Jun 20 - Special Review Permit, Agricultural service establishment, Roggen Farmers Elevator Association 10:00 AM Jun 25 - 3.28 Beer License, Donald L. Veden, dba The Little Store 9:00 AM Jun 27 - Show Cause Hearing, Moritz E. and Sheila -aaessler 10:00 AM Jun 27 - Special Review Permit and Certificate of Designation, Solid waste disposal site and facility, Waste Services Corporation 10:00 AM REPORTS: 1) Rex Cantrell re: Road openings 2) George Goodell, Road and Bridge Director re: Road opening COMMUNICATIONS: 1) John E. Underhill re: Health Department Legal Action N90-021 and N90-0401 and Request for review 2) United Artists Cable of Greeley re: Services offered • 3) Planning Commission agenda for June 5, 1990 4) County Council agenda for June 6, 1990 5) Department of Health - Order for Compliance re: Monfort, Inc. 6) Colorado Rural Housing Development Corporation - Public Hearing Notice re: Frederick Gardens 7) Greer-Elliott Engineering, Ltd., re: Yampa Addition to the Colorado-Big Thompson Project Report (Available in Clerk to Board's Office) • 8) Public Utilities Commission re: Dockets No. 90S-053T through 90S-072T 9) State Department of Health - Notice of Violations and Intent to Revoke • Permit re: Monfort of Colorado Packing Division 10) State Department of Highways Newsletter #90-21 11) Oil and Gas Conservation Commission - Notices of Hearings 12) Renada Reigel re: Landfills RESOLUTIONS: * 1) Approve Special Review Permit - D.P.C. Industries, Inc. * 2) Approve Professional Services Agreement with Tuttle Applegate, Inc. * 3) Approve Road Improvements and Maintenance Agreement with Frontier • Materials, Inc. * 4) Approve construction of WCR 62 between WCR 13 and 15: and straightening • of WCR 62 between WCR 15 and 17 * 5) Approve Road Maintenance Agreement with C & M Companies • 6) Approve request from Pest Inspector to enter upon certain lands * 7) Approve O MR #1645 - Ramirez * 8) Approve authorization for County Attorney to proceed with legal action - Building Code and Zoning violations * 9) Approve emergency closure of WCR 10 between WCR 27 and 29 * 10) Approve emergency closure of WCR 471 between U.S. Highway 34 and WCR 58 * 11) Approve appointment of Jerry Engel to Uniform Building Code Board of Appeals * 12) Approve appointment of Jerry Engel to Building Trades Advisory Committee * 13) Approve appointments to Private Industry Council * 14) Approve Contract with State Department of Local Affiars for Emergency Shelter Grant Funds • AGREEMENTS: * 1) Sampling and Analysis of Pollutant Discharge - Various entities • CHANGE ORDER: * 1) Bridge 58/478 - Lawrence Construction Company * Signed at this meeting Monday, June 4, 1990 . RESOLUTION RE: APPROVE SITE SPECIFIC DEVELOPIZNT PLAN AND SPECIAL REVIEW PERMIT FOR A WATER TREATMENT CHEMICALS PACKAGING AND DISTRIBUTION FACILITY - D.P.C. INDUSTRIES, INC. WHEREAS, the Board of ColInty Commissioners of Weld County, Colorado, pursuant to Colorado statute and the weld County Home Rule Charter, is vested with the authority of administering the • F affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners held a public hearing on the 30th day of May, 1990, at the hour of 10:00 a.m. in the Chambers of the Board for the purpose of hearing the application of A.P.C. Industries, Inc. , c/o Art Niebuhr, P.O. Box 24600, Houston, Texas 77229-4600, for a Site Specific Development Plan and Special Review Permit for a water treatment chemicals packaging and distribution facility on the following described real estate, to-wit: Part o£ Section 56, Township 2 North, Range 65 West of the 6th P.M. , Weld County, Colorado WHEREAS, said applicant was represented by Ronald Ciora, Ralph Johnson, and Art Niebuhr, and WHEREAS, Section 24.4.2 of the weld County Zoning Ordinance provides standards for review of said Special Review Permit, and WHEREAS, the Board of County Commissioners heard all of the testimony and statements of those present, has studied the request • of the applicant and the recommendations of the Weld County Planning Commission and all of the exhibits and evidence presented in this matter and, having been fully informed, finds that this request shall be approved for the following reasons: 1. The submitted materials are in compliance with the • application requirements of Section 24.7 of the Weld County Zoning Ordinance. 2. It is the opinion of the Board of County Commissioners that the applicant has shown compliance with Section 24.4.2 of the Weld County Zoning Ordinance as follows: a. The proposal is consistent with the Weld County • Comprehensive Plan's Urban Growth Boundary and Industrial Goals and Policies. The proposal is located within the Urban Growth Boundary of the Town of Hudson. Representatives of the Town of -771• 0 ee: ��Pe 900459 Page 2 RE: USR - A.P.C. INDUSTRIES, INC. Hudson reviewed this proposal on April 25, and recommended approval. The facility is proposed to be located within a 100-acre parcel. The eastern property line is located adjacent to the Burlington • Northern Railroad line and the I-76 Frontage Road. In accordance with the Industrial Development Section of the Comprehensive Plan, the location and • design of the proposed facility minimize traffic, noise, air, and visual pollution conflicts with surrounding lard uses. b. The proposal is consistent with the intent of the A (Agricultural) Zone District and is allowed as a Use by Special Review. The proposal is located on non-prime agricultural land and should not interfere with agricultural activities in the area. c. The proposed use is compatible with the existing surrounding land uses. Existing surrounding land uses include dryland pasture, irrigated row crops, Burlington Northern Railroad, I-76 Frontage Road, I-76, Weld County Road 16, Weld County Road 49, three single-family homes, and two mobile homes. d. A part of the east half of the parcel is located in the flood plain. Special Review Permit Development Standards address overlay district requirements. No other overlay districts affect the site. e. Special Review Development Standards will provide adequate protection of the health, safety, and welfare of the neighborhood and County. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the application for a Site Specific Development Plan and Special Review Permit for a water treatment chemicals packaging and distribution facility on • the hereinabove described parcel of land be, and hereby is, granted subject to the following conditions: 1. The attached Development Standards for the Special Review Permit shall be adopted and placed on the Special Review plat prior to recording the plat. The plat shall be delivered to the Department of Planning Services and be ready for recording in the office of the weld County Clerk and Recorder within 15 days of approval by the Board of County Commissioners. 900459 • Page 3 RE: USR - D.P.C. INDUSTRIES, INC. • • 2. The Special Review activity shall not occur nor shall any building or electrical permits be issued on the property until the Special Review plat is ready to be recorded in the office of the Weld County Clerk and Recorder. 3. Prior to recording, the Special Review plat shall be amended to show: a. An additional 20 feet of right-of-way along the property lines south of Weld County Road 16 and • west of Weld County Road 49 to accommodate future construction and utilities, b. An earthen berm that blocks the view of the storage area and facility from the houses located north of Weld County Road 15. A typical cross-section of • the earthern berm with dimensions shall also be • shown. • 4. Prior to recording the Special Review plat, the applicant shall submit to the Department of Planning Services: a. A copy of the Access Permit from the I-76 Frontage Road approved by the Colorado Division of Highways. b. A copy of the well permit, demonstrating an • adequate water supply for the use, approved by the • Colorado Division of Water Resources. ' c. A copy of evacuation and emergency warning plans approved by the Weld County Health Department. A copy of the plans shall be forwarded to the Office of Emergency Management and the Hudson Fire Protection District. d. A copy of a drainage report approved by the County Engineer according to his memo of April 19. e. A copy of an erosion control plan and grazing management plan approved by the Brighton Soil Conservation District. • 900459 Page 4 RE: USR - D.P.C. INDUSTRIES, INC. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 30th day of d May, A.D. , 1990. Y44-";Almfa;) BOARD OF COUNTY COMMISSIONERS ATTEST: WEL LINTY, CO RADO Weld County C erk and Recorder and Clerk to the Board e e R. Brant er, Cha rman BX; 0ne..4s.,'e u,1‘ �i/ eorge Tenn dy, Pro- e eputy County erk APPROVED AS TO FORM: nstan a L. Barb t YCounty Attorney��/ Gordon . ac 900459 DEVELOPMENT STANDARDS D.P.C. ZNDUSTRIES, INC. , C/O ART NIEBUHR USR-909 1. The Site Specific Development Plan and Special Review Permit is for a water treatment chemicals packaging and distribution facility as submitted in the application materials on file in the Department of Planning Services and subject to the Development Standards stated herein. 2. Approval of this plan may create a vested property right pursuant to Article 68 of Title 24, C.R.S. , as amended. 3. An earthen berm shall be located in a manner that blocks the view of the storage area and facility from the houses located north of Weld County Road 16. A cover of native grasses shall be maintained on the berm. 4. The building color shall be light brown with dark brown trim and a white roof as described in the April 23, 1990, letter from Mr. C. Arthur Niebuhr of DPC Industries, Inc. 5. The approved alarm system and evacuation plan shall be maintained at all times. 6. The facility shall be maintained in compliance with the Reauthorization Act (SARA) Title III as it pertains to chemical storage and reporting. 7. The property shall be maintained in compliance with the Flood Hazard Overlay District requirements. 8. The property shall be maintained in compliance with the approved drainage report, erosion control plan, and grazing management plan. 9. All liquid and solid wastes shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 10. An Air Emissions Permit shall be obtained from the Air Pollution Control Division, Colorado Department of Health, if required. 11 . No permanent disposal of wastes shall be permitted at this • site. 900459 v Page 2 DEVELOPMENT STANDARDS - D.P.C. INDUSTRIES, INC. , 12. A spillage retention berm shall be required around the tank • a battery. The volume retained by the spillage berm shall be • greater than the volume of the largest tank inside the berm and allow one foot of free board above the level. 13. The septic system for the proposed facility is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. 14. All materials shall be handled and stored in a manner that f controls fugitive dust, blowing debris, and other potential - nuisance and hazardous conditions. Y A 15. Fugitive dust shall be controlled on the site. 16. A Hazardous Material Permit shall be obtained from the Colorado Department of Health, if required. J ._ 17. The maximum permissible noise level shall not exceed the industrial limit of 80db(A) , as measured according to 25-12-102, Colorado Revised Statutes. 18. At least three ground water monitoring wells shall be placed at the site to evaluate and monitor groundwater • contamination. The placement and configuration of the wells shall be approved by the Weld County Health Department. The , wells shall be sed and tested ameters - approved by the Well County Health Deparatment.11y The rresults .4 shall be reviewed by the Weld County Health Department. 19. All construction on the ;property shall be in accordance with • the requirements of the Weld County Building Code Ordinance. 20 . The property owner or operator shall be responsible for complying with the Design ttandards of Section 24.5 of the Weld County Zoning Ordinaa_ 21. The property owner or operator shall be responsible for complying with the Operation Standards of Section 24.6 of the Weld County Zoning Ordinance . 22. Personnel from the Weld County Health Department and Weld County Department of Planning Services shall be granted • access onto the property at any reasonable time in P lder to 1 • ensure the activities carried out on the property comply with the Development Standards Mated herein and all applicable Weld County regulations. 900459 i Page 3 DEVELOPMENT STANDARDS - D.P.C. INDUSTRIES, INC. 23. The Special Review area shall be limited to the plans shown herein and governed by the foregoing Standards and all applicable Weld County Regulations. Major changes from the plans or Development Standards as shown or stated shall require the approval of an amendment of the Permit by the Weld County Planning Commission and the Board of County Commissioners before such changes from the plans or Development Standards are permitted. Any other changes shall • be filed in the office o£ the Department of Planning Services. 24. The property owner or operator shall be responsible for complying wy :h all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of County Commissioners. 900459 PUBLIC NOTICE The Board of County Commissioners of Weld County, Colorado, on May 30, 1990, conditionally approved a Site Specific Development Play and a Special Review Permit for the property and purpose described below. Conditional approval of this plan creates a vested property right pursuant to Article 68 of Title 24, C.R.S., as amended, for a period of three years. APPLICANT: D.P.C. Industries, Inc. c/o Art Niebuhr P.O. Box 24600 Houston, Texas 77229-4600 LEGAL DESCRIPTION: Part of Section 36, Township 2 North, Range 65 West of the 6th P.M., Weld County, Colorado TYPE AND INTENSITY or APPROVED USE: Water treatment chemicals packaging and distribution facility SIZE OF PARCEL: 100 acres, more or less • Failure to abide by the terms and conditions of approval will result in a 1t, forfeiture of the vested property right. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER G AND CLERK TO I= BOARD BY: Mary Reiff, Deputy PUIZISHED: June 7, 1990, The New News ".:00459 STAVE OF COLORADO ) ss COUNTY OF WELD ) David E. Reynolds, being duly sworn, says that he is publisher of the New . News, a weekly newspaper published in Keenesburg in said County and State; that said newspaper has a _ general circulation in said County and has been continuously and uninterruptedly published therein, during a period of at least fifty-two consecutive weeks prior to the first publication of the annexed �r•� '• foams notice; that said newspaper is a t. w . p�.a newspaper within the meaning of the ,,.. . • �,y,y.i., s. ►H� • 0. act of the General Assembly of the , y„" " .e� State of Colorado, entitled "An Act "'` ►..�'"� y. �. to regulate the printing of legal i,77:: `.1' ''' eesogi # 3' to notices and advertisements," and .. amendments thereto; that the notice yr••c�t t, �'"' � of which the annexed is a printed . copy taken from said newspaper, was ► 7.' 4i "Al, Ib ppublished in said n�:wspaper, and in ' p�1� M the regular and entire issue of CM, '1ts , •, '' v?; •ns ` every number thereof, once al/e'vvwy M.•,,w • . 1 '. ' 1p, . ot�^ week for j weeks; that said t� M Imet notice was so published in said vwited llie newspaper proper and not in any • • do � supplement thereof , and that the �� first p�:blication pf said notice .as ' iyi"3(A1t aforesaid, was on t`e vim: +.rM- _� day of , 1990, pte 'AlsoLum _-- - - and the lust the ---------- 1 day o. � , 1990. 8 _ _ r� Subscribed and sworn to be ore me . this _7# day of ,�•�•%.4.- , 1990. Notary Public My commission expires: +3'�.1 f2, 9C©45o i � � , , , PUBLIC NOTICE The Hoard of County Commissioners of Weld County, Colorado, on May 30, 1990, conditionally approved a Site Specific Development Plan and a Special Review Permit for the property and purpose described below. Conditional approval of this plan creates a vested property right pursuant to Article 68 of Title 24, C.R.S., as amended, for a period of three years. APPLICANT: D.F.C. Industries, Inc. • • c/o Art Niebuhr • P.O. Box 24600 Houston, Texas 77229-4600 • LEGAL DESCRIPTION: Pert of Section 36, Township 2 North, Range 65 West of the 6th P.M., Weld County, Colorado TYPE AND INTENSITY OF APPROVED USE: Water treatment chemicals packaging and distribution facility SIZE OF PARCEL: 100 acres, more or less Failure to abide by the terms and conditions of approval will result in a forfeiture of the vested property right. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO TEL BOARD BY: Mary Reiff, Deputy PUBLISHED: June 7, 1990, in The New News ) orhse: ;T"^S l9y'a 9()©459 w STATE OF COLORADO ) ) SS. COUNTY OF WELD ) David B. Reynolds, being duly sworn , says that he is publisher of the New News, a weekly newspaper published in Keenesburg in said County and State; that said newspaper has a general circulation in said County and has been continuously and ti uninterruptedly published therein „ during a period of at least eil:G . fifty-two consecutive weeks prior to vET , the first publication of the annexed notice; that said newspaper is a m mod mot newspaper within the meaning of the .orWi�ce �ar W • act of the General Assembly of the � a""°�'��",,.�a. w State of Colorado, entitled "An Act . . to regulate the printing of legal • b• notices and advertisements, " and '• � amendments thereto; that the notice of which the annexed is a printed WI 0 copy taken from said newspaper, was published in said newspaper, and in Le. m d . ., ,. the regular and entire Moue of 9 - 1• , every number thereof , once a/ever.y u other week for t weeks; that said o notice was so published in said newspaper proper and not in any Iill, A. supplement thereof , and that the �- au' , first publication of said notice as "° aforesaid , was on the _ l at at 1 1.1� P..lM1.. `� day of , 1990, „ ' Tam 7. pa and the last on th "'✓H eat "n ce ve"A 1 W V • day f ,rfl1990. • sail , �. V� -. .„-nary ` `'_ �itr r Sbe � _ ., .. Subscr;,bed and sworn to before me this �7 allay of 4447 , 1990. Notary Public My commission expires 9-^t2-40 2)-45-..-n- . . 900459 ATTENDANCE RECORD PLEASE write or print legibly your name, address and the name of the, applicant oror iccet # for the hearing you are attending. TODAY'S HEARINGS ARE AS FOLLOWS: MAY 30. 1990 DOCKET # 90-15 USR-WATER TREATMENT CHEMICALS PACKAGING & DISTRIBUTION FACILITY - D.P.C. INDUSTRIES, INC. DOCKET # DOCKET # NAME ADDRESS HEARING ATTENDING ,/ / X -/ C ARViei/C /UiF'i ewg D/�'/A1005ifile PD.Box 24G�No057aty '�Tug 10' S- 7705/0 7,Thl.c7-Al ipoe +u/ -fr idiez 6'r.1'5 Lego P44,,sa.dx? Ave-Dzacr/Art& l/° oAto ei`l„„ 1vA .Cc AG. 4*Y 21/460 /54-L.4. Tjr 77279 4-031.) x, 10/11bUi Ati -Litt 10237 4094-hr ��. ‘)2/1 -2,.Inv /44 Aezegezy AOG,3i app Clmi5S9s-b-flepsycaNn aloe aa0 Aye Gr eitq Atj %oto3d *to-1S CAfA Stal.C 77DZ w Sr In.e 7O 1 • • 4004S9 �■i • NOTICE Pursuant to the zoning laws of the State of Colorado and the weld County Zoning Ordinance, a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado, Weld County Centennial Center, 915 10th Street, First Floor, Greeley, Colorado, at the time specified. All persons in any manner interested in the Site Specific Development Plan and Special Review Permit are rag:acted to attend and may be heard. Should the applicant or any interested party desire the presence of a court reporter to make a record of the proceedings, in addition to the taped record which will be kept during the hearing, the Clerk to the Board's Office shall be advised in. writing of such action at least five days prior to the hearing. The cost of engaging a court reporter shall be borne by the requesting party- BE IT ALSO KNOWN that the text and maps so certified by the Weld County Planning Commission may be examined in the office of the Clerk to the Board of County Commissioners, located in the Weld County Centennial Center, 915 10th Street, Third Floor, Greeley, Colorado. APPLICANT DOCKET NO. 90-15 D.P.C. Industries, Inc. c/o Art Niebuhr P.O. Box 24600 Houston, Texas 77229-4600 DATE: May 30, 1990 TIME: 10:00 A.M. REQUEST: Site Specific Development Plan and Special Review Permit - water treatment chemicals packaging and distribution facility LEGAL DESCRIPTION: Part of Section 36, Township 2 North, Range 65 West of the 6th P.M., Weld County, Colorado LOCATION: Approximately two miles northeast of the Town of Hudson, east of X-76, and west of Weld County Road 49 BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEOERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: Shelly Miller, Deputy DATED; May 9, 1990 PUBLISHED: May 17, 1990, in The New News 9G®459 Exhsib�� - DATE: May 9, 1990 TO: The Board of County Commissioners Weld County, Colorado FROM: Clerk to the Board Office Commissioners: If you have no objections, we have tentatively set the following hearing for the 30th day of May, 1990, at 10:00 A.M. Docket No. 90-15 - Site Specific Development Plan and Special Review Permit for a water treatment chemicals packaging and distribution facility - D.P.C. Industries, Inc. OFFICE OF THE CLERK TO THE BOARD BY: 3k)201 d K ,I�YI�Pe ibeputy The above mentioned hearing date and hearing time may be scheduled on the agenda as stated above.' BOARD OF COUNTY COMMISSIONERS WEL UNTYY, COLORADO At, at 9C'04.59 S,ymi hr D ...Th `I 7 e• '� 4� ! .i°'= t Sri ' .. 2 75 ��. �Q'�� li. 7 ahyy Ka 1. 1990 0: A regular msotVss of tho Weld Camay f,GM0pi Cosistssiom vas held outlay 1. ' 1990► f n as cony Cossissiasara• stodski Roam (Rocco m o s 11eE g County Csatsaual ilstIOSOg. 913 Tigth streets .Orals,' Colprado. The sooting WAS WeIX 0 tu,,4sds* 1r. Mho vieevchaV000..Joint Kiefer gt 6,96 p.n. ZAP. .3r bud Nelldoroon Abaswt ' Ann Carrigan Pasant diary,.Rursatt Aboaut gore Reid: Proarnc Riau Iverson Peasant Judy YanANO4hi Presont Rua Clean* Prosant Jerry:%islet Prasoat Ranh) Roes Proton A quorun PIDeaet. Aloe presents Nod Allison. Principal Planner. Keith Schmitt. Current Planner. Lao Florrisan. Assistant County Attorney, and Debbie flood. Aecrstarg. The oasfary of tbs last regular skating of the Weld County Planning Connission held on April 17, 1090, was approved as distributed. CAg4 sta011R: R--4$3 APPLICANTS Antolope Hills PIS. a,(s,Dean Kunkel REQUEST: A Change of Zone from .A. (Agricultural) to POD (Planned Unit Developfeut) for R-1 (low Density Residential) user LRGAL R4$01ITTIONI Tart of the MWiing lattice : 13 TAN. 167W of Tbct 6th P.M.► Wobi Onto 'Colorado LOCATION: Last of Weld County Good 43 end south of Weld County Road 70; south of and adjacent to Antelope Hills Subdlvirioa The Chairing celled for roproscntatioa. Thera was noes. This request was moved to the last item on toe alonds. CASE NURSER: WSR-903 APPLICANT- 0PC Industries, Inc,,. c/o Art Niebuhr P.MOSS7':., A,Site tgwifia Deealepment Plan and a Special Nevin permit for a rater troataent chemicals pocketing and distribution facility LECAL DEfCR1PTlONt Pert of Section 36. T2H. R6l1: of the 6th P.N.. Weld County. Colorado LOCATIONt'Approsdaately 2 sills northeast of the Town of Nucleon; 'act of , 1.76 and vest of Weld Canty Send 49 900459 eavptpe fir., r �� C: 1.iLnMh. .K i. st. «. . : ._.. ..,., AL.,u't`a'� i �1 , - 1 r _ rt _ A' ;r e9" r-.4.....6 - `' gee elate. Initialise. DPC Sadnettleay'"stated this company is privately . owned. Yeadeetetet are based in Seetsa.• Texas. end they have seventeen !walla.** is ilia Midwest sad Western Vatted States. The Company repackeses compressed late* and water treatment *homiest, (chlorine sad sulphur dtoxids).1 'fir }rimary customer base Is is serving municipalities in their rater traatamat Illeate and chemioal seeds. Ralph Johnson, Flee President; Bnvirmentmtal Affairs, spoke on- the possible bawds se ahlo€gins. They operate . order all Federal, State. and' local guidelines. Art Niebuhr.. Meager. Engineering Services, showed elitist of their plant la Rosemont. iilameeota. Thaws war' roteined as evident,. This plant is similar to the plant to be built e,'7.1el tudeon sits. They have est with the Hudson City Conseil. Planning Come ista. and area residents. They will build a boom to block off the view amt lastall an alate-eystem, just la ease thorn loss eMel easy. The ({saes are is a,liquid form when they aro brought ,votes tbaitr . igifigty. Vann Age elepaget:ot by a dartitied <l anai lira. Mr aiat,per400rdntbo amsaitios that oadm t1Hia sits attrottiva. This is not e rater trumpet plait. they menufeetves rater treatment ebeniesls, but do not treat water themselves. The Chairmen called for diseuselon from-the audience. Morse Taylor, arse) residnnt. stated these people have boas very cooperative. • They have anwerel all their questions and very killing to work with the psopls its the area. • Jobe ereps. surrounding property owners -reported thesis people are very eager to please and RS work with the-residents in the area. His main concern vas for type of komdlag or liabilluy laminator the applicants would be required to tarry. ,,--- -Al Saksetc lathy Mountain Mallen, had:no objections to this request. Ron Clore explained the Cooperate insurance coverage. The Chairman asked Rod Allison to read the recommendation of the Department ,of Slenstag Staff into the record. Re amended condition 4. a. to read as follows* A copy of evacuation and emergsney owning Otos approved by the • {tell, 40eat r llealth Department. A copy of- the plane shall be ' lorworded no -the Office et teergesey Managemant and tbe' Hudson Fire Ptotaotion District; , 900459 y 4 6 I t � a 'L ' 'r•� +!74 ,+Ywne6J aMAA�" 9M ' ^„ r te � .., �n_.. 4« A The Chelnaa *eked the applicants if they had: reviewed the ataff`s recommendation and if they bed any, Obi rations to these. They' have no Objeatioele. NOTION: Ann Canteen moved Cass Number USR4SS for AFC Induttries for s Site Specific AerelOPOOat ran and a Sponel leview permit for a water treatment abeniaale peokasiag end Ustributioe facility be forwarded to :he Soa»d of County Ceni.ssimurs, vi h the Pla::ng Comalselon'a recommendation for approval based upon the ` recommendation, conditiors as amended. and Development Standards p ted by tt* Department of Planning Services' staff, and the testimony presented by the applicants cad audience. Motion seconded by Arnie, Ross. The Chairmen tailed for discussion from the members of the Plan:dog Commlesisn. Dleauselon followed. The Chairs* sated the secretary to poll the Planning Commission members for their decision. Ann Wsrlson — yes; Judy Yamaguchi • yes; LeAnn Reid - yes; tick Iverson e,yee; dud Clemosa - yes; time Roes - yes; Jerry Kiefer Motion carrIstumanlmouely. The Chairmen declared at recess at 2:20 p.m. The messing was reconvened at- 2:4S p.m. CASE NOMA: i 44 APPLICANT: Antelope hills POD, c!c Duane Kunkel REQUEST: A Choose of Zone from A (Agricultural) to POD (Planned Unit Development) for l i de LEGAL DESCRIPTIONN:Fart of the late of Section 13, TON. R670 of the 6th P.N.. Weld County. Colorado LOCATION: East of Meld County -Road 23 and south of Weld County Road 70; south of end adjacent to Antelope Sills Subdivision APPEARANCts Rick Bateman. Cafroh Sattmau, Inc.. represented the applicant. This request 1a for alight lots adjacent to Antelope Mills. the avecese lot else will be 1.87 *0res. This is a residential subdivision mad they would not want livestoek ;en any of the lots. Antelope lolls is x unique area in the County, and no prime farmland will be removed from production, He also discussed soil types Is the area. 900459 ® l$f Mr n MAY 4199Q 't ; BEFORE THE WELD COUNTY, COLORADO, PLANNING COMMISSI 10'a5f i irob /1.. ., RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Ann Garrison that the following resolution be introduced for passage by the Weld County Planning Commission. Be it Resolved by the Weld County Planning Commission that the application for: CASE NUMBER: USR-909 NAME: D.P.C. Industries. Inc_., c/o Art Niebuhr ADDRESS: P.O. Box 24600, Houston, Texas 77229-4600 REQUEST: A Site Specific Development Plan and a Special Review permit for a water treatment chemicals packaging and distribution facility. LEGAL DESCRIPTION: Part of Section 36, T2N, R65W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately two miles northeast of the Town of Hudson, east o£ I-76, and west of Weld County Road 49. be recommended favorably to the Board of County Commissioners for the following reasons: 1. The submitted materials are in compliance with the application requirements of Section 24.7 of the Weld County Zoning Ordinance. 2. It is the opinion of the Planning Commission that the applicant has shown compliance with Section 24.3 of the Weld County Zoning Ordinance as follows: - The proposal is consistent with the Weld County Comprehensive Plan's Urban Growth Boundary and Industrial Goals and Policies. The proposal is located within the urban growth boundary of the Town of Hudson. Representatives of the Town of Hudson reviewed this proposal en April 25, and recommended approval. The facility is proposed to be located within a 100 acre parcel. The eastern property line is located adjacent to the Burlington Northern Railroad line and the I-76 Frontage Road. In accordance with the Industrial Development Section of the Comprehensive Plan, the location and design of the proposed facility minimize traffic, noise, air, and visual pollution conflicts with surrounding land uses. - The proposal is consistent with the intent of the A (Agricultural) zone district and is allowed se a use by special review. The proposal is located on non-prime agricultural land and should not interfere with agricultural activities in the area. 7 90O459 � EchibL+8 D.P.C. Industries USR-909 Page 2 - The proposed use is compatible with the existing surrounding pld uses. Existing as surroundingeinclude ture, irrigated row crops. Burlington Northern Railroad, I-76 Frontage Road, I-76, Weld County Road 16, Weld County Road 49. three single-family homes, and two mobile homes. - A part of the east half of the parcel is located in the flood plain. Special Review permit development standards address overlay district requirements. No other overlay districts affect the site.- Special andard will provide protection review the development health.atsafetye adequate and welfare of the neighborhood and County. This recmmendation is based, in part, plicaton materials submitted by he applicant, o e p other relevant information regarding the request, and responses from referral entities. The Planning Commission's recommendation for approval is conditional upon the following: 1. The ds or the pecial w permit shalltbeched velopment adopted and placed onr the fSpecial SReview plat®prior to recording the plat. The plat shall be delivered to the Department of Plnnin ady for nty Clerks and gRecorderService•s office and be ewwithin 15 recording of n the Weld u approval by the Board of County Commissioners. 2. The Special e cur nor s a building electricalpermits be is ued on the propetyuntiltheSpecial or • Review plat is ready to be recorded in the office of the Weld County Clerk and Recorder. 3. Prior to recording, the Special Review plat shall be amended to show: a. An additional 20 feet of i d-o and west Weld County along of ty lines south of Weld County Road 49 to accommodate future construction and utilities; and b, fa earility f of the rm that houseskl located the view north ofthe Weld storage Countyarea Road facility 16. A typical :roes-section of the earthera berm with dimensions shall also be shown. 9(;O459 • • • D.P.C. Industries USR-909 Page 3 4. Prior to recording the Special Review plat. the applicant shall submit to the Department o£ Planning Services: a. A copy of the access permit from the I-76 Frontage Road approved by the Colorado Division of Highways; b. A copy of the well permit, demonstrating an adequate water supply for the use, approved by the Colorado Division of Water Resources; c. A copy of evacuation and emergency warning plans approved by the Weld County Health Department. A copy of the plans shall be forwarded to the Office of Emergency Management and the Hudson Fire Protection District; d, A copy of a drainage report approved by the County Engineer according to his memo of April 19; and e. A copy of an erosion Control plan and grazing management plan approved by the Brighton Soil Conservation District. Motion seconded by Ernie Ross. Vote: For Passage Against; Passage Ann Garrison Judy Yamaguchi. Leann Reid Rick Iverson Bud Clemons Ernie Ross Jerry Kiefer The Chairman declared the resolution passed and ordered that a certified copy be forwarded with the file of this case to the Board of County - Commissioners for further proceedings. t, CERTIFICATION OF COPY I, Bobbie Good, Recording Secretary of the Weld County Planning Commission. do hereby certify that the above and foregoing Resolution is a true copy of the Resolution of the Planning Commission of Weld County. Colorado, adopted on May 1, 1990. and recorded in Book No. %II of the proceedings of the Planning Commission. Dated the 2nd day of May. 1990. Zo1.L.,.- ors A. Bobbie Good ` • Secretary 900459 • SXTE SPECIFIC DEVELOPMENT PLAN SPECIAL REVIEW PERMIT DEVELOPMENT STANDARDS D.P.C. INDUSTRIES, INC., C/O ART NIEBUHR USR-909 1. The Site Specific Development Plan and Special Review permit is for a water treatment chemicals packaging and distribution facility as submitted in the application materials on file in the Department of Planning Services and subject to the Development Standards stated hereon. 2. Approval of this plan may create a vested property right pursuant to Article 68 of Title 24 C.R.S. , as amended. 3. An earthern berm shall be located in a manner that blocks the view o£ the storage area and facility from the houses located north of Weld County Road 16. A cover of native grasses shall be maintained on the berm. 4. The building color shall be light brown with dark brown trim and & white roof as described in the April 23, 1990, letter from Mr. C. Arthur Niebuhr of DPC Industries, Inc. 5. The approved alarm system and evacuation plan shall be maintained at all times. 6. The facility shall be maintained in compliance with the Reauthorization Act (SARA) Title III as it pertains to chemical storage and reporting. 7. The property shall be maintained in compliance with the Flood Hazard Overlay District requirements. 8. The property shall be maintained in compliance with the approved drainage report, erosion control plan, and grazing management plan. 9. All liquid and solid wastes shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 10. An air emissions permit shall be obtained from the Air Pollution Control Division, Colorado Department of Health, if required. 11. No permanent disposal if wastes shall be permitted at this site. 12. A spillage retention berm shall be required around the tank battery. The volume retained by the spillage berm shall be greater than the volume of the largest tank inside the berm and allow one foot cf free board above the level. 900459 • Development Standards D.P.C. Industries USR-909 Page 2 13. The septic system for the proposed facility is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. 14. All materials shall be handled and stored in a manner that controls fugitive dust. blowing debris, and other potential nuisance and hazardous conditions. 15. Fugitive duet shall be controlled on the site. 16. A hazardous material permit shall be obtained from the Colorado Department of Health, if required. 17. The maximum permissible noise level shall not exceed the industrial limit of SOdb(A). as measured according to 25-12-102. Colorado Revised Statutes. 18. At least three ground water monitoring wells shall be placed at the site to evaluate and monitor groundwater contamination. The placement and configuration of the wells shall be approved by the Weld County Health Department. The wells shall be sampled and tested annually for parameters approved by the Weld County Health Department. The results shall be reviewed by the Weld County Health Department. 19. All construction on the property shall be in accordance with the requirements of the Weld County Building Code Ordinance. 20. The property owner or operator shall be responsible for complying with the Design Standards of Section 24.5 of the Weld County Zoning Ordinance. 21. The property owner or operator shall be responsible for complying with the Operation Standards of Section 24.6 of the Weld County Zoning Ordinance. 22. Personnel from the Weld County Health Department and Weld Cowtty Department of Planning Services shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property comply with the Development Standards stated hereon and all applicable Weld County Regulations. 900459 ® 0 Development Standards A.P.C. Industries USR-909 Page 3 23. The Special Review area shall be limited to the plans shown hereon and governed by the foregoing Standards and all applicable Weld County Regulations. Major changes from the plans or Development Standards as shown or stated shall require the approval of an amendment of the Permit by the Weld County Planning Commission and the Board of County Commissioners before such changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 24. The property owner or operator shall be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of County Commissioners. 900459 1 ~R INVENTORY OF ITEMS SUBMITTED FOR CONSIDERATION Case Number US e. Ciel Submitted or Prepared Prior to hearing. at hearing 1. Application Pages *ft S 2. Applicant plat(s) psge(s) — 2 3. DPS Referral Summary Sheet 4. DPS Recommendation 5. DPS Surrounding Property Owner's Mailing List 6. DPS Mineral Owner's Mailing List 7. DPS Maps Prepared by Planning Technician 8. DPS Notice of Hearing 9. DPS Case File Summary Sheet 10. DPS Field Check reek / PT 12. APpPais- rip 10.107- 1 r .- A 0./40/� - Nhebahr/� c/y�1r/ .4 13. meMo- 1 PQ9e Alt fOCHC/fOr. Aar avvnt-�' q 200 15. /neat° //914. - #eitiN, /c Me.la.." / y/27/4JO /A 16.Lc te, - I plc- r /� ffr �/ ` '^ Tj� � /CLO/TI NC w - ENS bto 18.C.C rW ' . I Pr- _#A 4,G40 (*mottos; f 4C ve T1914y/y�rC� 19.4 ' - � �" i 20.filegeto; - (pet' 21.L44-, - I for -`��'��f,a~ gP �' ; A4r, yAllre) l hereby certify that the items identified herein were submitted to the Department of Planning Services at or prior to the scheduled Planning Commission hearing. I further certify that these items were forwarded to the Clerk to the Board's office ou . Current Planner STATE OF COLORADO ) COUNTY OF WELD ) of 19^_ SUBSCRIBED AND SWORN TO BEFORE ME THIS day • SEAL NOTARY PUBLIC h EL* A 900459 My Commission Expires 4110 . 2.-r- 2e- IY ENTCRY OF 17nms SI:SNIT:1a FOR COSS:DER,ATICN i Case Number 1100. 1401 Submitred or Prerrred Prior toil -1r' • At Il.larinc !' I. Appliection Pages t. 2. Application. plat(s) pages) 3, DPS Referral Succ+ary Sheet 4. PPS Recommendation S. DPS Surrounding Propery Owncr ?tailing List G. DI'S Nineral Owners Mailing List 7, DPS :Saps Prepared by Planning; Technician 8. DPS Notice of Peering 9. DPS Case Summary Sheet I 10. DPS Field Check 27.44. Lett/til for), Pee. eMy, mew«, ilibe 23, )14.- //an,,,v„S Coitinsh .. (261 C4O 4A RI a. ye:P141-4 - (pp- WRha.Fee Aloe*:. 111.4 - 1NG6ill - y /fa 2,44 PSG/If� 15. � ib. • 17. 18. 19. 20. • I hereby certify that the Z(i items identified herein uerc submitted to t1 Department o;: Planning Services at . or prior to the scheduled Planning Comm_ss1+ hearing. I further certify that these items were forwarded to the Clerk to C Board's office on Y1n4N .. 1940 F• -.0 p'(AltY •:*‘ • C trent Planner �M a Snit a%tavola ) .r :�c• > SUBSCRIBED AND SWORN TO BEFORE ME THIS 4 -- DAY OF ___________1922,_ co«,,,,a »F40a. , . ., (\c$11.2.a....\-c.- a©a 9C®459 sk ' r • • EXHIBIT INVENTORY CONTROL SUET Case 7.4 Yi Lk. Q. bth[1 rhia4), ang . Exhibit Submitted By Exhibit Description A. jb_d , (1.-fiYla/l_1?tin koe troth. sainit pd, B. 1/4-144 n8) 0Mnmufilen) Aov4i11n3 /Pmay-fr rultda fi®J c. Lizah.ing D. 60.4/14)., 'HU eiti -ihd pC1On1h i n .h/1kt ��11�l1 S�irull E. �frt �D fh t , 6004, . ./bra t 6cvu na d P. G. H. I. J. K. L. M. N. I 0. 900459 ® • w/\ DPC INDUSTRIES, INC. C�C P.Q Box 24600 Houston,lbxas 772294600 (713)4574888 FAX(713)457.4807 April 23, 1990 Mr. Rod Allison Principal Planner Department of Planning Services Weld County, Colorado 915 10th Street • Greeley, Colorado 80631 Dear Rod: Based on meetings DPC Industries has had with some of our potential neighbors in the Hudson area, conversations you have had with our Bob McCuthan, and discussions I have had with Chuck Cundiffe and Wes Potter I would like to confirm to you in writing what DPC Industries has agreed to do in addition to the items already set • forth in our application for a "Use by Special Review'. LANDSCAPING - In addition to the landscaping already proposed, DPC Industries will build an earthen berm (Consistent with our Drainage Plan and Erosion Control Plan) that will effectively block the view of our facility from the houees adjacent to our property directly across • Weld County Road 16. BUILDING COLOR - The color of our building will be a light brown or tan with dark brown trim and a white roof. ALARM SYSTEM - White we are designing our facility to • minimize the risk of any dangerous emission, we understand the concern of our neighbors and the need to be prepared • for any eventuality. Therefore, working with our neighbors and with the Weld County Health Dept. , DPC Industries will install an alarm system that will effectively warn our neighbors of any potential emission • or condition at our facility that could have an effect on them. In addition we will help prepare an emergency evacuation plan for our neighbors and help train them in its use. If you need any clarification of these items or have any further requirements you would like to discuss with us, please give me a call. Thank you for your consideration. Sin rel yours �je s, C. Arthur Niebuhr • Manager of Engineering Servicessony Date: May 1, 1990 CASE NUMBER: USR-909 .. NAME: D.P.C. Industries, Inc., c/o Art Niebuhr • ';I ADDRESS: P.O. Box 24600, Houston, Texas 77229-4600 ' REQUEST: A Special Review permit for a water treatment chemicals packaging _ and distribution facility. LEGAL DESCRIPTION: Part of Section 36, T2N. R65W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately two miles northeast of the Town of Hudson, east of I-76, and west of Weld County Road 49. • THE DEPARTMENT OF PLANNING SERVICES' STAFF RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: 1. The submitted materials are in compliance with the application requirements of Section 24.7 of the Weld County Zoning Ordinance. 2. It is the opinion of the Department of Planning Services' staff that the applicant has shown compliance with Section 24.3 0£ the Weld County Zoning Ordinance as follows: - The proposal is consistent with the Weld County • Comprehensive Plan's Urban Growth Boundary and Industrial Goals and Policies. The proposal is located within the urban growth boundary of the Town of Hudson. Representatives of the Town of Hudson reviewed this proposal on April 25, and recommended approval. The facility is proposed to be located within a 100 acre parcel. The eastern property line is located adjacent to the Burlington Northern Railroad line and the 1-76 Frontage Road. In accordance with the Industrial Development Section of the Comprehensive Plan. the location and design of the proposed facility minimize traffic, noise, air. and visual pollution conflicts with surrounding land uses. - The proposal is consistent with the intent of the A • (Agricultural) zone district and is allowed as a use by special review. The proposal is located on non-prime agricultural land and should not interfere with agricultural activities in the area. - The proposed use is compatible with the existing surrounding land uses. Existing surrounding land uses r include dryland pasture, irrigated row crops. Burlington Northern Railroad. I-76 Frontage Road, I-76. Weld County Road 16, Weld County Road 49, three single-family homes. . and two mobile homes. • 900459 D.P.C. Industries USR-909 Page 2 • A part of the east half of the parcel is located in the flood plain. Special Review permit development standards address overlay district requirements. No other overlay districts affect the site. - Special review development standards will provide adequate protection of the hmalth, safety. and welfare of the neighborhood and Count,;. This recommendation is based, in part. upon a review of the application materials submitted by the applicant, other relevant information regarding the request, and responses from referral entities. The Department of Planning Services' staff recommendation for approval is conditional upon the following: 1. The attached Development Standards for the Special Review permit shall be adopted and placed on the Special Review plat prior to recording the plat. The plat shall be delivered to the Department of Planning Services and be ready for recording in the Weld County Clerk and Recorder's office within 15 days et approval by the Board of County Commissioners. 2. The Special Review activity shall not occur nor shall any building or electrical permits be issued on the property until the Special Review plat is ready to be recorded in the office of the Weld County Clerk and Recorder. • 3. Prior to recording. the Special Review plat shall be amended to show: a. An additional 20 feet of right-of-way along the property lines south of Weld County Road 16 and west of Weld County Road 49 to accommodate future construction and utilities; and b. An earthen berm that blocks the view of the storage area and facility from the houses located north of Weld County Road 16. A typical cross-section of the earthern berm with dimensions shall also be shown. 4. Prior to recording the Special Review plat, the applicant shall submit to the Department o£ Planning Services: a. A copy of the access permit from the I-76 Frontage Road approved by the Colorado Division of Highways; 9O0459 D.P.C. Industries USR-909 Page 3 b. A copy of the well permit. demonstrating an adequate water supply for the use. approved by the Colorado Division of • Water Resources; c. A copy of evacuation and emergency warning plans approved by the Weld County Health Department. A copy of the plans shall be forwarded to the Office of Emergency Management; d. A copy of a drainage report approved by the County Engineer according to his memo of April 19; and e. A copy of an erosion control plan and grazing management plan approved by the Brighton Soil Conservation District. • • • • • 90459 SITE SPECIFIC DEVELOPMENT PLAN SPECIAL REVIEW PERMIT DEVELOPMENT STANDARDS D.P.C. INDUSTRIES, INC.. C/0 ART NIEBUHR USR-909 1. The Site Specific Development Plaa and Special Review permit is for a water treatment chemicals packaging and distribution facility as submitted in the application materials on file in the Department of Plauning Services and subject to the Development Standards stated hereon. 2. Approval of this plan may create a vested property right pursuant to Article 68 of Title 24 C.R.S. , as amended. 3. An earthern berm shall be located in a manner that blocks the view of the storage area and facility from the houses located north o£ Weld County Road 16. A cover of native grasses shall be maintained on the berm. 4. The building color shall be light brown with dark brown trim and a white roof as described in the April 23, 1990, letter from Mr. C. Arthur Niebuhr of DPC Industries, Inc. S. The approved alarm system and evacuation plan shall be maintained at all times. 6. The facility shall be maintained in compliance with the Reauthorization • Act (SARA) Title III as it pertains to chemical storage and reporting. 7. The property shall be maintained in compliance with the Flood Hazard Overlay District requirements. c. The property shall be maintained in compliance with the approved drainage report. erosion control plan, and grazing management plan. 9. All liquid and solid wastes shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 10. An air emissions permit shall be obtained from the Air Pollution Control Division, Colorado Department of Health, if required. 11. No permanent disposal of wastes shall be permitted at this site. 12. A spillage retention berm shall be required around the tank battery. The volume retained by the spillage berm shall be greater than the volume of the largest tank inside the berm and allow one foot of free board above the level. 900459 Development Standards D.P.C. Industries USR-909 Page 2 13. The septic system for the propoaed facility is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. 14. All materials uhall be handled and stored in a manner that controls fugitive dust, blowing debris. and other potential nuissnce and hazardous conditions. 15. Fugitive dust shall be controlled on the site. 16. A hazardous material permit shall be obtained from the Colorado Department of Health, if required. 17. The maximum permissible noise level shall not exceed the industrial limit of 80db(A), as measured according to 25-12-102, Colorado Revised Statutes. 18. At least three ground water monitoring wells shall be placed at the site to evaluate and monitor groundwater contamination. The placement and configuration of the wells shall be approved by the Weld County Health Department. The wells shall be sampled and tested annually for parameters approved by the Weld County Health Department. The results shall be reviewed by the Weld County Health Department. 19. All construction on the property shall be in accordance with the requirements of the Weld County Building Code Ordinance. 20. The property owner or operator shall be responsible for complying with the Design Standards of Section 24.5 of the Weld County Zoning Ordinance. 21. The property owner or operator shall be responsible for complying with the Operation Standards of Section 24.6 of the Weld County Zoning Ordinance. 22. Personnel from the Weld County Health Department and Weld County Department of Planning Services shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property comply with the Development Standards stated hereon and all applicable Weld County Regulations. 900459 Development Standards D.P.C. Industries USR-909 Page 3 23. The Special Review area shall be limited to the plans shown hereon and governed by the foregoing Standards and all applicable Weld County Regulations. Major changes from the plans or Development Standards as shown or stated shall require the approval of an amendment of the Permit by the Weld County Planning Commission and the Board of County Commissioners bafore such changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 24. The property owner or operator shall be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of County Commissioners. • 9C®459 { 4MMMI. FIELD CHECK FILING NUMBER: USR-909 DATE OF INSPECTION: April 12, 1990 NAME: DPC Industries REQUEST: Water treatment chemicals packaging and distribution facility. LEGAL DESCRIPTION: Part of Section 36. T2N, R65W of the 6th P.M., Weld County. Colorado LOCATION: Approximately two miles northeast of the Town of Hudson, east o£ 1-76, and west of Weld County Road 49. LAND USE: N Rairoad right-of-way, I-76 Frontage Road, I-76, Weld County Road 16, three single-family homes, two mobile homes. and - , agricultural production E Weld County Road 49. pasture, and irrigated crop land S Pasture W Railroad right-of-way, I-76 Frontage Road, and I-76 ZONING: N A (Agricultural) E A (Agricultural) S A (Agricultural) W A (Agricultural) COMMENTS: The primary access is proposed from the I-76 Frontage Road, a two land paved road. The primary access would cross the Burlington Northern Railroad line and the proposed spur. An emergency access is also proposed from Weld County Road 49. a gravel road. There are no improvements on the site which is used as dryland pasture. The property slopes gently to the northeast. The Box Elder Creek rune parallel with Weld County Road 49. There are three single-family dwellings and two mobile homes located north of Weld County Road 16. approximately 1,600 feet north of the proposed railroad spur and warehouse. By:Srfiate.. 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Box 24600, Houston, T% 77229-4600 REQUEST: A Site Specific Development Plan and a Special Review permit for a water treatment chemicals packaging and distribution facility. LEGAL DESCRIPTION: Part of Section 36, T2N, R65W of the 6th P.M., Weld County, Colorado LOCATION: Approximately two miles northeast of the Town of Hudson, east of I-76, and west of Weld County Road 49. SIZE OF PARCEL: 100 Acres, more or less POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS: The criteria for review is listed in Section 24.3 of the Weld County Zoning Ordinance. The Department o£ Planning Services' staff has received referrals from the Colorado Division of Highways, Oil and Gas Conservation Commission, Hudson Fire Protection District, Burlington Northern Railroad, Army Corps of Engineers, Panhandle Eastern Pipe Line Company, and Weld County Engineering Department. These recommendations are attached.. A part of the east—half of the property is located in the 100 year flood plain. The proposed building footprint and leach field is not located in the 100 year flood plain. The Use by Special Review permit plan map, handed out with the application materials, shows the flood plain boundary. Verbal inquiries have been received from surrounding property owners. Concerns about the type of chemicals, evacuation plan, emergency warring system, building color, and landscaping have been expressed. The applicants indicated additional application materials will be submitted to address these concerns. The addition to the application is attached. Representatives of the Town of Hudson have scheduled a meeting on April 25 to review this proposal. 900459 0 0 • REFERRAL LIST • NAME: DPC Industries, Inc. CASE NUMBER: USR-909 REFERRALS SENT: March 29, 1990 REFERRALS TO BE RECEIVED BY: April 12, 1990 COUNTY TOWNS and CITIES y X Health Department Brighton Extension Service ---Dacono ,X Emergency Management Offic�_ —� Eaton Sheriff's Office 'Evans _XX Engineering----Housing $ousing Authority Firestone Lupton Airport Authority 'Frederick • ^Building Inspection "—Garden City STATE ----Gilcrest X Division o£ Water Resources ----Greeley . Geological SurveyGrover +—Department of Health ..XX Hudson X Highway Department —Johnstown ----Historical `Society �Keenesburg Water Conmervation Board ----Kersey X Oil and Gas Conservation Commission �La Salle _� �Lochbuie FIRE DISTRICTS M®$$moat _Ault F-1 ----Milliken Mead Berthoud F-2 rlMil Raymnr • Brighton F-3 + New �Eatono F-19 '"Platteville �lFort F-4 ----Severance Fort on F-6ton F-5 r-Windsor Galetoa F-6 --- • X Hudson F-7 • . ----Nunn F-I2 Pawnee FEDERAL GOVERNMENT AGENCIES ----Platteville F-13 Platte Valley F-14 . X US Army Corp of Engineers• -- --Wiggins F-l8 -SOIL CONSERVATION DISTRICTS X Western Hills F-20 Brighton ._� Fort Collins OTHER Greele VU X Central Colo. Water Conservancy Dist. Y • •X Panhandle Eastern Pipe Line Co. _Longmont •—X Mrs. M.S. Keller, Manager West Adams �rIndustrial Division CO¢L`fISSION/BOARD MEMBER Burlington Northern Railroad . X Les Ann Reid Room 290 X 304 Inverness Way South Englewood, CO 80112 900459 • • gpfEaw • _ factriA MEMCaRAIB®l1 APR 2 3 19,0 To Rod Allison, Planning o.t. �' (LIMO COLORADO From Drew Scheltinga. County Engineer DPC Industries, USR-909 sucl�t The primary access is proposed to be a newly constructed paved road that would connect to the I-76 Service Road. Approval from the Colorado Department of Highways should be required. Also, the eshould be required new access would cross the Burlington Northern Railroad. The applicant to gain written approval for the private crossing from the railroad. Because of the possibility of trains blocking access to the Service Road, the proposed emergency access to Weld County Road 49 seems appropriate. However, the emergency access runs through the 100-year floodplain for Box Elder Creek e the sting ground way that flooddwatersd not wouldbbeelevated directedatovadjacentiproperties in such a . I recommend the applicant be required to dedicate an additional 20' of right-of-way along Weld County Roads 16 and 49 to accommodate future construction and utilities. The drainage plan is well conceived and well documented. Normally, detailed information would be deferred to the site plan review stage. However, it is my understanding a site plan review is not anticipated, and aspects of grading and drainage should be addressed at this time. The following items should be addressed: 1. Page 3 of the drainage report indicates the area will require some regrading to direct storm water around the proposed building and that will be determined when the final building plans are available. That information should be provided with the USR application, although there may be minor revisions in the final building dimensions. 2. On Page 3 0£ the drainage report it is questioned whether or not Weld County would require storm water detention. The difference • in runoff is clearly indicated by the report. and therefore storm water detention will be required. 3. Page 3 of the drainage report indicates culverts under the proposed rail lines will be designed in the future. All culverts should be designed and indicated on the plan at this time. 4. A road ditch is indicated on the west side of Weld County Road 49 • where the emergency access road would connect. A culvert for that location should be designed and indicated on the plan. • 960459 • Rod Allison Page 2 5. A culvert from Drainage Basin A to Drainage Basin B under the access road is indicated. Unless the storm water is somehow directed in another ditch, this flow would run through the proposed detention pond. I would recommend a single ditch, and the runoff from Area A be allowed to pass through the retention facility. This would be the choice of the designer, but it would seem simpler, less expensive, and easier to maintain. 6. Page 4 of the drainage report indicates County staff has indicated a 10-year release rate be used in detention calculations. The Weld County Zoning Ordinance under Section 24.5. "Design Standards for Use by Special Review", subsection 24.5.1.5.2 requires the release rate not to exceed a 5-year storm on the undeveloped site. The difference between the 5 and 10 year release rate should not significantly affect the design of the • detention pond. 7. Page 4 of the drainage report indicates the 10-year historic release rate is 1.38 cu. ft. per second and the "normal release" is 0.85 cu. ft. per second. I do not know what is intended by the normal release or how it affects the drainage plan. ' I DS/mw:prdpc • cc: Commissioner Kirby Planning Referral File - DPC Industries, US'R-909 900459 , � MEM1 RAnDUM t an Wilk Weld County Planning April 20, 1990 Ora � f1nA1f1 Environmental Protection Saxvicas4 COLORADO From Case Number: OSR-909 Name: DPC Industries Subject: Environmental Protection Services has reviewed this proposal and recommends for approval, subject to the following conditions: 1. All liquid and solid wastes, shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 2. Required Emissions Permit is obtained from the Air Pollution Control Division, Colorado Department of Health. 3. No permanent disposal of wastes shall be permitted at this site. 4. A spillage retention berm shall be required around the tank battery. The volume retained by the spillage berm should be greater than the volume of the largest tank inside the berm and allow one foot of free board above that level. 5. The septic system for the proposed facility is required to be designed by a Colorado Registered Professional Engineer according to the Weld County Individual Sewage Disposal Regulations. • 6. All materials shall be handled and stored in a manner that controls fugitive dust, blowing debris, and other potential nuisance and hazardous conditions. 7. Fugitive dust must be controlled on this site. 8. Any required Hazardous Material Permit shall be obtained from the Colorado Department of Health if appropriate. 9. Maximum permissible noise level shall not exceed the industrial • limit of 80db(A), as measured according to 25-12-102, Colorado Revised Statues. 10. At least three groundwater monitoring wells shall placed at the site to evaluate and monitor groundwater contamination. The placement and configuration o£ the wells shall be approved by the We'.d County Health Department. The wells shall be sampled and tested annum \vl for parameters approved by the Weld County Health Dept S V results shall be reviewed by the Weld County Health De e. APR 2 3 1990 ' EPS284/cs aissils sal SLZ459 STATE OF COLORADO OAD GAS CONSERVATION CONSSSION DEPARTMENT OF NATURAL RESOURCES • SUITE 380 LOGAN TOWER BUILDING WILLIAM R. SMITH 1580 LOGAN STREET Director DENVER, COLORADO 80203 DENNIS R. BICKNELL ROY ROMER Deputy Director (303) 894.2100 Governor April 4,1990 Mr. Rod Allison Department of Planning Services 915 10th Street • Greeley, CO 80631 Re: Application for a Site Specific Development Plan and a Special Review Permit Case # USR-909 Sec 36-T2N-R65W Dear Mr . Allison, This letter is in regard to your request to review and comment on the water treatment chemicals packaging and distribution facility for a site specific development plan near Hudson. I have reviewed the application and do not find any conflicts with the plans presented. I have enclosed an area well plat for your information. Future drilling in this area, should it occur, will have to comply with our safety rules, specifically: Rule 603 (a) Wells shall be located a distance of 150 feet or one and one-half times the derrick, whichever is greater, from • any occupied building, public road, or major above ground utility line or railroaa. Rule 604 (a) ( 3) Tanks shall be a minimum of 200 feet from the residences, normally occupied buildings, or well defined normally occupied outside area. Rule 604 (b) (5) Fired vessel, heater treater, shall be a minimum of 200 feet from residences, occupied buildings, or well defined normally occupied outside area. I£ I can be of any further assistance I may be reached at 894-2100. • Yours truly, o il� �?��r"! ( APR 9 1990 `;11 Stephan Lott • Sr. Engineer ----_-- -4_�/�y L. 4 veld to. Mason �MLtJ Q45 .. • i • i 6� �` a,r '',. •. Z � 1" � L CIP N 1 / 3 r LL .7..� Y m P .np ,yL. .. 1.4.,.-i�—. L 9r Y . ei 'D � N r. OSV�• N } 0 Ill I„ Y $ i •.x Yii i ~. S bet 2 rt3 (! rN „J • gg 8« . " yyaa • Ivr vi OP 4 w I X- y _ . ...8-.^.i _r.-z.. „ a a y^ •Q II us J �gy Yr }� Sro - 4, $io : 3i r) r .1 i. �' r3 • S • s. . 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'a` ;x(0459 1 )n �>v ppy,Y� 1 n•: e 1 r 1 1 c 4A;Val ?'"1' I I f 1 It� ya Y„ .: v1 1 .�. � �1 +I n IR}' I . . _ _ �FT'i;r,,r i ,.� sf, h?:, • 41 DEPARTMENT OF PLANNING SERVICES PHONE(303)3564000,Da.4400 915 Wts STREET GREELEY,COLORADO 80631 � CASE NUMBER USR-909 COLORADO March 29, 1990 TO WHOM IT MAY CONCERN: Enclosed is an application from DPC Industries, Inc., c/o Art Niebuhr for a Site Specific Development Plan and a Special Review permit for a water treatment chemicals packaging and distribution facility. The parcel of land is described as part of Section 36, T2N, R65W o£ the 6th P.M., Weld County, Colorado. The location of the parcel of land for which this application has been submitted is approximately 2 miles northeast of the Town of Hudson, east of I-76, and west of Weld County Road 49. This application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the application and will ensure prompt consideration of your recommendation. Please reply by April 12, 1990, so that we may give full consideration to your recommendation. Please call Rod Allison, Principal Planner, if you have any questions about the application. Check the appropriate boxes below and return to our address listed above. 1. We have reviewed this request and find that it does/does not) comply with our Comprehensive Plan for the following reasons. • s CC 2. We do not have a Comprehensive Plan, but we feel thi9h,regtitei ] (is/is not) compatible with the interest of oro town for the following reasons: T+ 5 y �1�p 3. X We have reviewed the request and find no conflicts with og interests. Lai ti 4. A formal recommendation is under consideration and wil iD submitted to you prior to: • 5. Please refer to the enclosed letter. Signed: ��y � Agency: Panhandle Eastern fine Line Date: 4/11 /90 _ 9C®459 . i '4, / \y ;0.y! �Q�,�a4, ' `°`CoUN ti� 71. / .e'AA> �V \ , I ar / \\ �‘ / \ 1 ��\\• ''1/ V --N\\ ♦ i // l`_ 'or 4 / l �J \\\ /Y \ 1 \`/ /,` / /X*"4.4 ,, v ,1 / 0 1 \ \ 1111 ��.�� I • / //•/iN 4w� e /-ThI K I I /� I ,./ 4 / y ii / -- 1 V //% 1n 1 JFoe4❑ Aar' SJe' I 1 1 / 1 I J // 's y y�/ 1 / I 1 `lu I t/a C0a. ^c4 -!//,•y i"4p43c3 _ec„n =led / ' / r�1 1 \\ I\ y\, I / \ \ y/e;',:''''', " / \\ �\ \ \\ <.�/%rte / -% , - r , I `\\ v. y e __ ✓+, ' /� X11, A >�. ✓ / I\ •.^F�� • --i-i/ -R I. - ' .9 WQ?499C V i i` -of .,, wrti� ' UU'iQ'ng R \ -'4-09..4 $w4Cn ^� / _ rG'I � \ 4-C:�•e,: :4' .... \'��tt CS • \/ W N'#7• '- L--5toeyde'‘-one __..rye_- - ii �/ 1.1 \d ' �, 1 �V --_- . ��I �l ice' \ \\ 7:C'C G Anix \ \I\ \ 4 ` -`♦ 1\` y! \ 111 `11 \\ ```\ \ Y� `, ...•1 / \ \ \ wn/M__i \ _` \\ l ,11 ,rr; \\ 1 -• , ;:! ........r.,........, Pr4r--..S t rnv; aTi�\1,.,e99- YLUQ\ .. ```` \\. 1, v `• 1 - \ , • 900459 ® • • �` ' "" DEPARTMENT OF THE ARMY CORPS OF ENGINEFRS,OMAHA DISTRICT . • Wl TRI-LAKES PROJECT OFFICE,9307 STATE HWY 121 p LITTLET'ON.COLORADO 80123.6901 �r ro " .. nrrvrnowor April 6, 1990 Mr. Rod Allison Department of Planning Services 915 10th Street Greeley, Colorado 80631 Dear Mr. Allison: Reference is made to Case Number USR-909, DPC Indus- tries, Inc. , c/o Art Niebuhr for a Site Specific Development Plan located in Section 36, T-2-N, R-65-W, Weld County, Colorado. This letter is to inform you that the proposed activity will not require a Department of the Army (DA) Permit. Although a DA Permit will not be requireC for the project, this floes not eliminate the requirement that other applicable federal, state, and local permits be obtained as required. During my April 4, 1990 site inspection it was found that wetlands exist at the east side of the property. See map. If in the future this wetlands requires filling, this office should be contacted for proper Department of the Army permits prior to filling. If you have any questions concerning this matter, please feel free to contact this office or me at 303-979-4120 or 4120. Sincerely, C44""\-\\\%°- TERRY McREE Enviromental Resource Specialist ce: — Permit Files n Omaha Permits Branch J 'sRsV)7s LII` APR 9 1990 weia rA. 0!„mu n e00459 e • FIELD CHECK 4-q-90 Piling Number: USA-909 Date of Inspection: Principal Planner: Rod Allison Applicant's Name: DPC Industries, Inc. , c/o Art Niebuhr Request: A Site Specific Development Plan and Special Review permit for a water treatment chemicals packaging and distribution facility. Legal Description: Part of Section 36, T2N. R65W of the 6th P.M. , Weld County. Colorado • Location: Approximately 2 miles northeast of the Town of Hudson, east of I-76, and west of Weld County Road 49. Land Use: N '.,' 62.) 1MO1/21/1S) S` /!O S lll� GC.4Q-) LLa�neibiniTh4(/ (J r l Zoning: N Agricultural E Agricultural S Agricultural W Agricultural COMMENTS: r ' ' 2/1 ern 71e..) Aura. Led.), APR 1990 Signature of Board Member ,s to.hhuain ;swap9G®459 .mss 1501PG • DEPARTMENT OF PLANNING SERVICES �\ PHONE003)35040M DM4f00 91510ta STREET OREELVXOLORAOOE0631 Ci CASE NUMBER USA-909 COLORADO March 29, 1990 TO WHOM IT MAY CONCERN: Enclosed is an application from DPC Industries, Inc., c/o Art Niebuhr for a Site Specific Development Plan and a Special Review permit for a water treatment chemicals packaging and distribution facility. The parcel of land is described as part of Section 36, T2N, R65W o£ the 6th P.M., Weld County, Colorado. The location of the parcel of land for which this application has been submitted is approximately 2 miles northeast of the Town of Hudson, east of I-76, and west of Weld County Road 49. This application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the application and will ensure prompt consideration of your recommendation. Please reply by April 12, 1990, so that we may give full consideration to your recommendation. Please call Rod Allison, Principal Planner, if you have any questions about the application. Check the appropriate boxes below and return to our address listed above. 1. We have reviewed this request and find that it does/does not) comply with our Comprehensive Plan for the � !'� following reasons. P-- �-J a • 2. We do not have a Comprehensive Plan, but we feel this request (is/is not) compatible with the interests of our eft R town for the following reasons: c c V A o �✓ ;� 3. AK We have reviewed the request and find no conflicts with our 111 J interests. 4. A formal recommendation is under consideration and will be submitted to you prior to: 5. Please refer to the enclosed letter. Signed: „ja/Q }/ c� l Agency: Hudson Fire Protection District Date: April 5, 1990 900459 €3EPARTMENT OF PLANNING SERVICES PHONE(303)3564000,EXT.4400 91510th STREET OREELEY,COLORA00 60631 �o CASE NUMBER USR-909 COLORADO March 29. 1990 TO WHOM IT MAY CONCERN: Enclosed is an application from DPC Industries, Inc., c/o Art Niebuhr for a Site Specific Development Plan and a Special Review permit for a water treatment chemicals packaging and distribution facility. The parcel o£ land is described as part of Section 36, T2N, R65W of the 6th P.M., Weld County, Colorado. The location of the parcel of land for which this application has been submitted is approximately 2 miles northeast of the Town of Hudson, east of I-76, and west of Weld County Road 49. This application is submitted to you for review and recommendation. Any comments or recommendation you consider relevant to this request would be appreciated. Your prompt reply will help to facilitate the processing of the application and will ensure prompt consideration of your recommendation. Please reply by April 12, 1990, so that we may give full consideration to your recommendation. Please call Rod Allison, Principal Planner, if you have any questions about the application. Check the appropriate boxes below and return to our address listed above. 1. We have reviewed this request. and find that it does/dons not) comply with our Comprehensive Plan for the following reasons. • a 2. We do not have a Comprehensive Plan, but we feel, thi4trequestri- ) (is/is not) compatible with the interest" of of �� town for the following reasons: y SU cn � r 3. X We have reviewed the request and find no conflicts th it Y�I interests. �•— _�' 4. A formal recommendation is under consideration and wiV4"+”•--0 submitted to you prior to: 5. Please refer to the enclosed letter. / 5� Signed "97 I �'�c J Agency: 4O Date. <, O .lr r f 90 9010459 STATE OF COLORADO DIVISION OF HIGHWAYS a y r b P.O. Box 850 ! ^,• = Greeley,Colorado 80632-0850 - •—�y (303)353.1232 k,,i ►.gf a April 9, 1990 Weld Co., I-76 DPC Industries Site Spec. Dev. Plan & Special Review E. of Hudson on Fr. Rd. DOH File 45100 Mr. Rod Allison, Planner Department of Planning Services Weld County 915 Tenth Street Greeley, Colorado 80631 Dear Mr. Allison: We have reviewed the DPC Industries proposal and we have the following comments. • Access to the site from the I-76 frontage road will require an access permit from this office. The permit will be necessary due to a change in use of the property. The permitee in this particular case should probably be the Burlington Northern Railroad Company with DPC Industries acting as the applicant. The site meets spacing and site distance re- quirements of the Access Code and may be issued at any time that appli- cation is made and the railroad approves the crossing upgrade. Thank you for the opportunity to review this proposal. Please contact me at 350-2163 if you have any questions. Very truly yours, DOUGLAS D. RAMFS DISTRICT ENGINEER crlatL Evan A. Hooper, r. Development/Access Coordinator EAH:smw • cc: L.A. Yost Area Foreman File: Hooper via Crier 11r5T)115�75` 'is APR 1 1 1990 ; wu)6 t.b M 1459 �!_� C MORAI1DUIW Dept. of Planning Services April 27, 1990 To Den Ed Herring COLORADO From Case Number SR-909 suapc.: I have no problems with the request from DPC Industries, Inc. as it stands. I am interested to know if the company is aware of the Superfund Amendment and Reauthorization Act (SARA) Title III as it pertains to chemical storage and reporting. The plan indicates that this company will be required to file several reports per different sections of Title III. These reports are all required after the start-up of business. This is an awareness item only. EH:kc k APR 2 7 1990 Weld to. Plasm ' +oa J�.©459 SOUTHEAST WELD 60 South 27th Avenue SOIL CONSERVATION Brighton, CO 80601 DISTRICT Phone: 659-7004 April 24, 1990 Mr. Rod Allison Weld County Colorado Department of Planning Services 915 10th Street Greeley, CO 80631 RE: Case Number USR-909 Dear Mr. Allison: The Haverson and Nunn soils would be prime farmland if they become irrigated. The Bankard and Haverson soils are subject to flooding. The Nunn and Olney soils have low soil strength and the Nunn soil has a shrink—swell potential . When excavating the Bankard, Osgood, and Valent soils the cutbanks have a high potential for caving. The permeability of the Nunn soil is slow and special design is needed for septic tank absorption fields. The erosion control plan states that haul routes, at the time of completion, will be planted with short growing grasses. These haul routes need to be subsoiled first to break up any soil compaction. A seedbed then needs to be prepared then seeded to adapted grasses. We believe that Western Wheatgrass should be added to the seed mix listed on the Erosion Control Plan . We also believe that the seeding rate and time of seeding should be stated along with varieties of grasses to be seeded. We feel that all bare areas should be hard surfaced , gravelled or seeded to adapted grasses. On the Special Review Permit Plan Map it shows a storage area and storage tanks. We feel that the storage area should be contained so that chemicals are contained and not allowed to run off in case of breakage or spillage . Storage tanks containing liquids should also be contained in the event of a leak in a tank. That way no chemicals could leach into the soil . If grazing is allowed on the land then we believe that a grazing management plan should be developed. This area should be managed so that adequate vegetation is on the land for healthy plants that will help prevent erosion. Weeds should be controlled on all the property as well as the mainline spur. r"y yr 7 l; APR 25 1950 taL 948,.,* Wumws�m Page 2 If necessary to return the land to its natural state, we believe they should work closely with us and the Soil Conservation Service in developing a Reclamation Plan. Sincerely, e 50?-1 os Marc Sirios, President Board of Supervisors 900459 . ,t • 1111°1 4 DEPARTMENT OF PLANNING SERVICES PHONE(303)3564000,E t.4400 91310th STREET GREELEY,COLORADO 80631 eCASE NDMBER uSR-909 COLORADO March 29, 1990 TO WHOM IT MAY CONCERN: Enclosed is an application from DPC Industries, Inc., c/o Art Niebuhr for a Site Specific Development Plan and a Special Review permit for a water treatment chemicals packaging and distribution facility. The parcel of land is described as part of Section 36, T2N, R65W of the 6th P.M., Weld County, Colorado. The location of the parcel of land for which this application has been submitted is approximately 2 miles northeast o£ the Town of Hudson, east of 1-76, and west of Weld County Road 49. This application is submitted to you for review and recommendation. Any comments or recommendat-ton you ccnsider relevant to this request would be appreciated. Your p_ompt reply will help to facilitate the processing of the application and will ensure prompt consideration of your recommendation. Please reply by April 12, 1990, so that we may give full consideration to your recommendation. Please call Rod Allison, Principal Planner, if you have any questions about the application. Check the appropriate boxes below and return to our address listed above. 1. We have reviewed this request and find that it does/does not) comply with our Comprehensive Plan for the following reasons. e tru • r, CD <, 2. We do not have a Comprehensive Plan, but we feel this retest. (is/is not) compatible with the interests o4:WDur e. a town for the following reasons: cv B a s Q 1+S+._ g 3. X We have reviewed the request and find no conflicts witicat i interests. 4. A formal recommendation is under consideration and will be submitted to you prior to: 5. Please refer to the enclosed letter. Signed: AI /"G.-6',741 Agency: /Ar_a" Date: Y- d r - 91 900459 otC°<o rs ROY ROMER F� �� .. JERIS A.DANIELSON Governor 'n State Engineer gLe *1876* OFFICE OF THE STATE ENGINEER DIVISION On WATER RESOURCES 1313 Sherman Street-Room 818 Denver.Colorado 80203 (303)866.3581 April 26, 1990 Mr. Rod Allison Weld County Planning Department 915 10th Street Greeley, CO 80631 Re: DPC Industries - Special Review, URS - 909 Sec. 24, T2N, R65W, 6TH PM Dear Mr. Allison: We have reviewed the above referenced application to develop a facility to package and distribute water treatment chemicals on a 100 acre site. Detailed information on water requirements was not included. The applicant has obtained a well permit for a non-tributary Laramie Fox Hills well , Permit No. 36505F, which limits annual diversions to 20 acre feet per year. The permit also requires that the well be equipped with a totalizing flow meter. We have no objection to the proposal and recommend approval conditional upon diversions from this well not exceeding 20 acre feet per year. Sincerely, 9 z, n �a James R. Hall, P.E. Supervising Water Resources Engineer JRH/JTS:cIf/01281 cc: Alan Berryman, Division Engineer Bruce DeBrine t APR ;, 0 199 I�, j�' Veld Co. Plan y dtaita W 91.0459 ISACSKSOCMIASTES, INC. SURVEYING-ENGINEERING March 19, 1990 Weld County Department of Planning Services 915 10th Street Greeley, Colorado 80631 Gentlemen: The following material is being submitted in accordance with the regulations for a USE by SPECIAL REVIEW. This is for a 100 acre parcel in Section 36. Township 2 North, Range 65 West with the applicant being DPC. Industries, Inc. If I can provide you with more information or be of further assistance es you review this material, please contact me at (303) 659-8546. Sincerely, C Curt E. Acklam President Acklam Associates, Inc. CEA/c1) 90®459 16 NORTH 12TH AVE.• P.O. BOX 705•BRIGHTON, COLORA0C 80601 - TELEPHONE 303-660-6646 1 TABLE OF CONTENTS Description Page Application 1 Proposed Use 2 Need for Use 3 Use of Surrounding Properties 3 Nearest Residential Structure 3 Clientele 3 Operations 4 Water Source 4 Access 4 Traffic 5 Sewage Facilities Fire Protection 5 Animals 5 Stockpile 5 Debris 6 Landscaping 6 Reclamation 6 Proposed Time Table 6 Lighting 6 Mineral Resources 7 General Statements 8-9 Soils Report 10-13 Proof of Ownership (Exhibit "A") 14-17 Surrounding Property Owners 18 Affidavit of Interest Owners (Surface) 19 Affidavit of Interest Owners (Mineral) 20-21 Burlington Northern Crossing Application Exhibit "B" Letters and Certificates Exhibits "C" - "F" 900459 ammwmillEMP • USE BY SPECIAL REVIEW APPLICATION Department of Planning Services. 915 Tenthi Street. Greeley, Colorado 80631 Phone - 356-4000 - Ext. 4400 Casa Number Date Received _ Application Checked by Mylar plat submitted Application Fee _ Receipt Number Recording Yes Receipt Number TO BE COMPLETED BY APPLICANT: (please print .r type. except for necessary ilgn■Cast. I (we). the undersigned, hereby request a hearing before the Weld County Planning Commission and Wald County Board of County Cosmissionere concerning the proposed Use by Special Review Permit on the following described unincorporatedArea of Wald County. Colorado: LEGAL DESCRIPTION OF SPECIAL REVIEW PERMIT AREA: Part, of. Section .36 T 2 N. R 6S W LEGAL DESCRIPTION of contiguous property owned upon which Special Review Permit is proposed: Section T N. R W Property Address (if available) PRESENT ZONE AcLtiCulture OVERLAY ZONES None TOTAL ACREAGE _)00 ArreH PROPOSED LAND USE packaglna A Distribution of Water Treatment Chemicals EXISTING LAND USE AariCulturnl Chkmenroduettve) SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR THE USE BY SPECIAL REVIEW PERMIT: Name: Ron L. Maynard Address: 12660 E. 114th Ave. City laalertton. Cp. Zip $QQlp Rome Telephone f 2/1 -6269 Business Telephone / 536-9391 Name: Address: City Zip Rome Telephone / Business Telephone / APPLICANT OR AUTHORIZED AGENT !if different than above): Name: DPC Industries, Inc. C/O Art Niebuhr Address: P.O. Sox 24600 City Houoton. Texgqn Zip 2;29-4600 . . Rome Telephone l - Et:sines. Telephone f au 457-48A8 List the owner(.) and/or 1 f mineral rights on or under the subject properties of record. Name: Address: City LSD New Address: City Zip I hereby depose and state under the penalties of perjury that all statements, proposals and/or plans submitted.with or contained within the application are true and correct to the best of my knowledge. COUNTY OF WELD STATE OF COLORADO ) Signature: Owner or Authorized Agen Subscribed and .worn to before a. this /(S� //day of - 1952. ' es y }} 'N PUBLIC (�/� C My aosml ipn expires -.2'l Q` .. C04S9 L • PROPOSED USE DPC Industries, Inc. a Houston. Texas based firm Is the applicant for this Use • by Special Review. It is the intent to relocate their existing facility at 6330 Colorado Blvd., Commerce City, Colorado to this 100 acre parcel . The 100 acre parcel is located in Section 36, Township 2 North , Range 65 West of the 6th Principal Meridian, Weld County. Colorado. It is bounded by the I-76 service road to the west , Weld County Road 16 to the north and Weld County Road 49 to the east. DPC Industries is proposing to construct a 160' x 260' precast concrete structure. This facility will have rail lire access as shown on the Use by Special Review Permit Plan Map. A switch will be constructed on the existing rail spur that now services Rocky Mountain Railcar to the south together with a switch on the Burlington Northern mainline to the northwest of this parcel . This will ensure proper railcar circulation to provide adequate safety for the Burlington Northern mainline and Rocky Mountain Railcar 's operations. The operations of this facility will be the same as that which is currently being carried out at the Commerce City facility. This is the packaging and distribution of water treatment chemicals. The primary customers of DPC Industries are municipalities for, the western one-half of the United States. DPC Industries, which operate 18 facilities, has earned community and peer respect for their educational and emergency response programs they have implemented throughout the industry. Through these programs. DPC Industries has received numerous safe-handling awards. ,:00459 2 . NEEDLFOR USE The need for water treatment chemicals has become a necessity for almost all communities. The need for these chemicals has put DPC Industries in a unique position of being a leader in this industry. Due to this necessity, it has become apparent that DPC Industries expand not only their Commerce City site. • but other facilities to meet demands. Since there is no room for expansion at the Commerce City site, DPC Industries made the decision to relocate the entire • operation to this 100 acre parcel. USE OF SPROUNDING PROPER}ES This property is bounded by the I-76 and Burlington Northern Railroad right-of- ways to the west and two county roads to the north and east . Due north of the I-76 Right-of-way is a turf farm with a chicken farm to the northwest. To the east , southeast and south is vacant land with non-productive vegetation which is used for grazing at times. Approximately one-half mile to the southwest along the Burlington Northern Railroad is the Rocky Mountain Railcar service facility. NEAREST RESIDENTIAL STRUCTURE • The nearest residence is one-third to one-half mile to the northeast of where the proposed structure is to be situated. To the southwest , approximately 2 miles, lies the Town of Hudson. There are no residential structures to the east or south. CLIENTELE The maximum number of users, patrons, members and buyers will be limited to a very few. Persons entering this property other than the employees will be limited due to the nature of this business, which involves packaging and distribution only, not any type of retail. Other than one customer pick-up per, day together with small vendor vehicles, no additional clientele is anticipated. 900459 OPERATIONS At this time there will be approximately 15 employees including management working 8-10 hour shifts, Monday-Friday, working overtime only when needed. DPC Industries anticipates a maximum of 25-30 employees including management in the future. The hours of operation will be dependent on the backlog of orders which may require working two shifts in the summertime. Future growth may warrant two shifts at all times. WATER SOURCE A well is proposed for this site for its water supply. An application has been • completed and submitted for approval to the State Division of water Resources for this well and the outcome is pending. DPC Industries anticipates no problems receiving approval. ACCESS It is proposed that a 24 foot asphalt road be constructed to county road standards for access to this parcel . This road will consist of a minimum of 3" asphalt pavement with 6" of Class 6 Aggregate Base Course. This asphalt road will access from the State Highway service road to the northwest of this parcel . Also planned is a 24 foot gravel emeriency road accessing off Weld County Road 49. The aforementioned roads will be maintained by DPC Industries. Inc. The existing railroad crossing will be utilized and an application has been submitted to Burlington Northern for approval to upgrade this crossing to Burlington Northern standards. (See Exhibit B1 Contact has been made with Bud NOoper,Jr. at the State Highway Department . It was stated that the highway department will review the request for access at the time Of submittal of this application and will issue comments and recommendations. At that time, construction drawings will be prepared for approval by the State Highway Department . A total area of 28 asphalt parking spaces will be constructed together with 2- handicapped parking stalls for a total of 30 stalls. 90®459 4 TRAFFIC The maiority of the traffic that enters this property will be those vehicles driven by the employees, small multi-passenger vehicles. Initially six DPC Industries vehicles will be stationed at this site. They will consist of 2- Tractor-Trailer , 2-Stake Bed Trucks, 1-Ammonia hauling truck and 1-one-ton pickup. Truck traffic will be limited to these six vehicles plus approximately 10 common carriers per week including small delivery vehicles that deliver those items necessary to conduct business. SEWAGE FACIUTJES DPC Industries are proposing a sewage septic system for this parcel. Upon approval Of this application, an engineered septic system will be prepared and submitted t0 Weld County Health Services for approval. When a public sewer line becomes available, DPC Industries will utilize, the new sewer line. FIRE PROTECTION This parcel is in the Hudson Fire Protection District. At the time of construction all buildings will be constructed to the fire district codes. • Fire breaks will be constructed along the rail spur to insure protection for the railroad cars. All weeds will be removed within 18 feet on each side of the outer mainline spur . ANIMALS No animals will be allowed on this parcel except for the occasional grazing of livestock on the undeveloped portion of this parcel . STOCKPILE A small amount of outside storage will be required for the temporary storing of empty containers. This storage area will be properly screened and limited to that area as shown on the plan. No funk, garbage or trash will be stored at this site. This parcel is naturally screened by the Burlington Northern Railroad embankment . C©459 5 DEBRIS • A small amount of non-hazardous water is generated during the packaging and manufacturing of the eater treatment chemicals. This waste water is contained in properly designed tanks with secondary containment. This water will be properly transported by a licensed refuse contractor to an appropriate facility. It is anticipated that one or two loads a week of 5000 gallons each • will be transported. No dumping of any material will be allowed at this site, therefore no ground contamination will occur. LANDSCAPING It is planned for landscaping to be placed along the east side of the prenosed building and around the entire parking area. The building will be of an earthtone color to insure proper aesthetics with the surrounding area. An erosion control plan has been submitted to the Soil Conservation for approval. The landscaping is shown on this U.R.S. plat map. RECLAMATION If upon Cessation of this Use by Special Review. an Amended Use by Special Review will be submitted for approval to Weld County. If this Amendment process proves to not be feasible. this parcel will be returned as closely as possible to its natural state as it now exists. PROPOSED TIME TA6LZ Approximately 30-60 days after the approval of all required documents and plans, construction will begin. The entire proiect will be completed within 6 • months, weather permitting, after issuance of all required permits. LIGHTING Lighting for the proposed parking area, loading area and building area will be installed. This small amount of lighting , which will be downcast, will no. effect any surrounding land uses. 900 459 6 MINERAL RESOURCES This parcel has no coal resources as delineated on the Weld County Coal Resource Map prepared by the Weld County Planning Commission dated July 1 , 1975. No gas or 011 wells exist on this parcel. 900459 7 GENERAL STATEMENTS 1 . This Use by Special Review, which is located in the Urban Growth Boundary of the Town of Hudson, is consistent with the Weld County comprehensive Plan. DPC Industries representatives have attended town meetings with Hudson and it was indicated that this proposed project also conforms with Hudson Comprehensive Plan. This project will undoubtedly provide monetary gains for the Town of Hudson and Weld County. 2. The existing zone of this parcel is agricultural with a proposed use as being allowed by the approval of this application for a Use by Special Review. This location to the main rail line is ideal for this operation. This parcel Is situated in an area that is consistent with the proposed operations. Approximately 1/2 mile to the southwest , Rocky Mountain Railcar is now in operation. 3. At this time this parcel has no productive vegetation and it is unknown if this particular parcel ever yielded productive vegetation. With the construction of this project . It will not remove any productive agricultural • land. Agricultural production is considered fair to poor with a soil subclass rating of IIIe to VIe. • 4. This parcel which is isolated by the natural barrier of the Burlington Northern main line to the west is ideal for the proposed uses. The design and operation of the facilities, including emission monitoring and safety redundancies, will be in compliance with all State and Federal environmental and safety regulations. The health, safety and welfare for nearby inhabitants will not be affected, since the closest residence is one-third to one-half mile northeast of the proposed structure. j 9004.59 S. A portion of the parcel is locates; in the 100 year flood plain but the area where the proposed structure is to be situated does not fall within the 100 year flood plain as delineated on Flood Insurance Rate Hap Community Panel Number 080266 0900 C. Map Revised. September 28. 1982. Weld County. Colorado. This parcel does not fall within any overlay districts outlined in Section 50 of the Weld County Zoning Ordinances. 6. Proof of Ownership (See EXHIBIT "A") 7. Soils: The following soil information is taken directly from "Soil Survey of WELD COUNTY. COLORADO Southern Part." Issued September . 1980. (United States Department of Agriculture Soil Conservation Service in Cooperation with Colorado Agricultural Experiment Station) . • 9®©459 9 10-Barkard sandy loam, 0 to 3 percent slopes. This 2;--IIavcrson loam, 0 to 1 percent slopes. This is a is a deep, somewhat excessively drained soil on Good doop, well drained soil on low terraces and flood plains at plains at elevations of 4,450 to 6,000 feat. It formed in elevations of 4,500 to 4,1100 feet IL formed in stratified stratified recent alluvium along streams and rivers. In- calcareous alluvium. 1rr--laded in mapping aro small areas eluded in mapping aro numerous sand and gravel ban of soils that have fine sandy loam and sandy loam under- and small areas of noncalcareous soils. lying material and small areas of soils that have sand and Typically the surface lawyer of this Banyard son is gravel above 40 inches. brown sandy loam about 4 inches thick. The underlying Typically the surface layer of this Haverson son is material to a depth of 60 inches is pale brown calcareous grayish brown loam about 8 inches thick. The underlying sand atretified with thin lenses of sandy loam, loam, and material to a depth of GO inches is pale brown loam fine gravel stratified with thin kumes of loamy sand and clay loam. Permeability fa moderately rapid. Available water Permeability is moderato. Available water capacity is capacity is low.The effective rooting depth is GO inches or high Tho effective rooting depth is GO inches or more. more. Surface runoff is slow, and tho erosion hazard is Surface runoff is slow,and the erosion hazard is low.The low. soil is subject to flooding. This soil is suited to limited cropping. It is sandy and This soil is used almost entirely for irrigated crops. It subject to flooding. Pasture is the best uso. Tall wheat- is suited to all crops commonly grown in the area,includ- grass,tall fescue,and annual swootclovor aro some of the ing corn, sugar boots, beans, alfalfa, small grain, and moat suitablo crops. Light,frequent irrigation by furrows onions. .and flooding is best Commercial fertilizer improves tho All methods of irrigation are suitable, but furrow it amount and value of forage produced. rigation is tho most common. Barnyard manure and tom- The potential native vegetation is dominated by menial fertilrcer are needed for top yields. switchgraas, indiangrass, sand blueatem, sand reedgrass, Windbreaks and environmental plantings are well sideoats grams, needleandthread, and blue grama. Much suited to this soil Flooding and moisture competition of this range site includes other soils and vegetation in from grass and woods are the principal hazards in such a complex pattern that it is difficult to map them establishing tree and shrub phoning&Summer fallowing a separately.Potential production ranges from 2,500 pounds year in advance in nonirrigated areas and continued oul- por acre in favorable years to 1,600 pounds in unfavorable tivation for wood control are needed to insure eatabliah- yeara As range condition dotorioratea, the tall and mid ment and survival of plantings Supplemental irrigation grasses docroaae; blue grams, sand dropsood, and (orbs may be needed.Trees that are bast suited and have good increase;and forage production drops. Undesirable weeds survival aro Rocky Mountain juniper, eastern rcdccdar, and annuals invade the alto as range condition becomes ponderosa pine, Russian-olive,and haekborry.The shrubs poorer. best aunt.'aro skunkbush sumac,lilac,Siberian pcashrub, Management of vegotation should bo based on taking and American plum. half and leaving half of the total annual production. Seed- Wildlife is an important secondary use of this soil The ing is desirable only in areas largo enough to inteneed or cropland areas provido favorable habitat for ring-necked to prepare a seedbed., Switchgrass, sand bluestem, sand pheasant and mourning dove. Many nongame species can reedgrass,sideoats grama,little bluestem,blue grama,pu- be attracted by establishing areas for nesting and escape bea s:at whoatgrass, and intermediate whoatgrass aro cover. For pheasants, undisturbed nesting cover is eseen- suitable for seeding. This soil can be seeded by using an tial and ahoukl bo included in plans for habitat develop- interseoder or a firm,claim sorghum stubble'.A grass drill mono,especially in areas of intensive agriculture. is required. Seeding early in spring has proven moat sue- This soil is poorly suited to urban and recreational cassia development because of the susceptibility to flooding. This soil is generally not suited to the establishment Capability subclass I1w irrigated. and growth of trees and shrubs Onsito investigation is needed to determine feasibility and possible tree and shrub species. Wildlife L an important secondary use of this soil. The cropland areas provide favorable habitat for ring-necked • pheasant and mourning dove. Many nongame spodea can bo attracted by.establishing areas for hosting and osrapo cover. For pheasants, undisturbed nesting cover is essen- tial and should_be included in plans for habitat dovelop- monk especially in areas of intensive agriculture. Range- land wildlife, for example,deer and antelope, can be at- tracted by managing livestock grazing and resooding whore needed. This son is not suited to urban or recreational dovelop- mont because of the flood hazard. Capability subclass IVw irrigated, Viva nonirrigated; Sandy Bottom land range site. , 9®®458 10 39—Nunn 1oam, 0 to 1 percent elopes. This is a drop. _ well drained soil on torraeoa at elevations of 4,550 to 5,000 44-Olney loamy sand. 1 to 3 percent slopes.This is a foot. It formed in mixed alluvium. Included in mapping deep, well drained soil on smooth plains at elovations of are small, long and narrow areas of sand and gravel 4,600 to 5,200 feet. It formed in mixed outwash deposits deposits and small areas of soil that aro subject to occa- Included in mapping aro sumo small leveled areas. sional flooding. Some, small lovoled areas aro also in- Typically the surface layer is grayish brown loamy sand eluded. about 9 inches thick The subsoil is yellowish brown and Typically tho surface) layer of this Nunn soil is grayish very pale brown sandy clay loam about 15 inches thick. brown loam about 12 inches thick.'Tho subsoil is light The substratum to a depth of GO inches is very pale brownish gray clay loam about 12 inches thick.The upper brown,calcareous fine sandy loam. part of the substratum is light brownish gray clay loam. Permeability and available water capacity aro The lower part to a depth of GO inches ir• brown sandy e effective slow, and depth the eis 60 hazarne.hos is or loam more Surface runoff be Permeability is moderately slow. Available water low. _ capacity is high. The effective rooting depth La 60 inches In irrigated areas this soil is suited to the crops com- or more. Surface runoff is slow,and the erosion hazard is monly grown in tho area. Porennial grasses and alfalfa or low. close grown crops should be grown at least 50 percent of This soil is used almost entirely for irrigated crops It the time. Contour ditchos and corrugations can be, usod in is suited to all crops commonly grown in the area, include irrigating crops and pasture. Furrows, 'contour furrows, ing corn, sugar boots, beans, alfalfa, small grain, potatoes, and cross slope furrows are suitable for row crops.Sprin- and onions.An example of a suitable cropping system is 3 kler irrigation is also desirable. Keeping tillage to a to 4 years of alfalfa followed by corn, corn for silage, minimum and utilizing crop residue help to control ero- sugar beets,srm ll,.rain,or beans.Few conservation prat- lion. Maintaining fertility is important Crops respond to tices aro needed to maintain top yields. applications of phosphorus and nitrogen. All methods of irrigation aro suitable, but furrow ir- In nomrrigatcd areas this soil is suited to wintor wheat, rigation is the most common. Barnyard manure and barley, and sorghum Most of the the acreage is plsatod com- mercial fertilizer aro nodded for top yields. to winter wheat. The predicted average yield is 20 bushels per acre.. Tho soil is usually summer followed in Windbreaks and environmental plantings of trees and in the area are generally well alternate years to allow moisture accumulation. Generally shrubs commonly grown precipitation is too low for beneficial use of fertilizer. suited to this soil Cultivation to control competing Stubblo mulch farming,striperopping,and minimum tat- vegetation should be, continued for as many years as Ingo are needed to control soil blowing and water erosion. possiblo following planting.Trees that aro best suited and Terracing also may be flooded to control water erosion. ' have good survival aro Rocky Mountain juniper, eastern •tyro potential native vegetation on this range site is redcodar,ponderosa pine,Siberian elm, Russian-olive,and dominated by sand bluestem, sand reedgmas, and;blue hackberry. Tho shrubs best suited aro skunkbush, lilac, grams. Needleandthread, ,switchgr'ass, sideoats coma, Siberian poashrub,and American plum. and western wheatgrass are also prominent. Potential Wildlife is an important secondary use of this soiL The productiol ranges from 2,200 pounds per acre in favora- cropland areas provido favorablo habitat for ring-necked ble years. to 1,800 pounds in unfavorable years. As range pheasant and mourning dove. Many nongame species can condition deteriorates,tho sand blueatom,sand reodgrasr, be attracted by establishing areas for nesting and escape and awitchgrass decrease and blue grams. sand dropsee cover.For pheasants,undisturbed nesting cover is oven- and sand sago increase.Annual woods and grasses invade tial and should be, included in plans for habitat develop- the site as range condition becomes poorer. ment,especially in areas of intensive agriculture. Management of vegetation on this soil should be based This soil has fair to poor potential for urban develop- on taking half and leaving half of the total annual produce melt It has moderato to high shrink swell,low strength, lion. Seeding is desirablo if the range is in poor condition. and moderately slow permeability. These features create Sand bluestem, sand rcedgrass, switchgrass, sideoats problems in dwelling and road construction. Those areas grams, blue g ama, pubescent whcatgrass, and created that have loam or sandy loam ir tho lower part of the wheatgraas aro suitable for seeding. Tho grass select:I substratum are suitable for segue tank absorption fields should meet the seasonal requirements of livestock.It can and foundations. Some areas aro adjaront to streams and be seeded into a clean,firm sorghum stubble,or it can be aro subject to occasional flooding.This son',has fair poten- drilled uSo a firm prepared seedbed. Seeding early in tial for such recreational developrw t is camp anti picnic spring has proven most successfUL _ areas and playgrounds.Capability class I irrigated. 900459 S ;ei,. •. 11 Windbreaks and onvironmental plantings aro gonerany Tho potential vegetation on this soil is dominated by suited to this soil Soil blowing, the principal hazard in sand bluestem, sand reodgraaa, switchgrass, sideoats establishing trees sad shrubs, tan be controlled by cul- grams, needleandthread, little bluestem, and blue grain& : tivating only in tho tree row sad by leaving a strip of Potential production ranges from 2,500 pounds per acre in vegetation between tho rows. Supplemental irrigation favorable years to 1,800 pounds in unfavorable years. As may be needed at'the time of planting and during dry range condition deteriorate; the sand bluestem, periods.Trees that aro boat suited and have good survival awitchgras; sand reedgmss, sideoats grams, and little aro RocIcy Mountain juniper,eastern redcedar,ponderosa blueatem decrease; forage production drops; and sand pine, Siberian elm, Russian-olive, and hackberry. The sage increases. Undesirable weeds and annuals invade shrubs best suited aro skunkbush sumac,lilac,and Sibori- and "blowout" conditions can occur as range condition an peashrula becomes poorer. Wildlife is an important secondary use of this soil.The Management of vegetation on this soil should be based cropland areas provide favorable habitat for ring-necked en taking half and leaving half of the total annual produc- pheasant and mourning dove. Many nongama species can tion, Seeding s desirable if the range is In poor condition. be attracted by establishing areas for nesting and escape Sand bluestem, sand reedgrass, indiangrass, switchgrass, cover. For pheasant; undisturbed nesting cover b ewe- sideoats gram;little bluestom, and blue grams are suits- tlal and should be included in plans for habitat develop- bits for Acceding. Because this soil is susceptible to soil ment, especially in areas of intensive agriculture. Range- blowing, the grasses should be seeded with an interseeder land wildlife, for example, tho pronghorn antelope,can be or drilled into a firm, clean sorghum stubble. Seeding attracted by developing livestock watering facilities, ply in spring has proven' most successful Brush managing livestock gearing and reseeding where needed. management can also help to improve deteriorated range. This soil has good potential for urban development,The Windbreaks and environmental plantings are fairly well only limiting feature is the moderately rapid permeability auital to this soiL Blowing sand and low available water in tho substratum,which causes a hazard of ground water capacity aro the principal hazards is eatablishing trees contamination from sewage lagoons. The loamy sand sur- and shrubs. This soil is so loose that trees should bo face layer is n limitation for recreational development. planted in shallow furrow; and vegetation is needed Onco established, tho lawns, shrubs, and trees grow welL between the rows.Supplemental irrigation may be needed Capability subclass Me irrigated, IVe• nonirrigated; to insure aurvivaL Tres that aro best suited and have Sandy Plains range site, good survival aro Rocky Mountain juniper, eastern relcodar, ponderosa pine, and Siberian olm. The shrubs best suited aro skunkbush suttee, lilac, and Silurian 49—Osgood sand,0 to 3 percent slopes.This is a deep, pcashrub. well drained soil on smooth plains at elevations of 4,680 to Wildlife is an important secondary use of th4 soiL The 4,900 feet. It formed in eolian sands. Included in mapping cropland areas provide favorable habitat for ring-necked are small areas of soils that have a subsoil within 20 pheasant and mourning dove. Many nongame species can inches of the surface. Also included are small areas of bo attracted by establishing areas for nesting and escape soils that have a loam and sandy clay loam subsoil, cover. For pheasants, undisturbed nesting cover is'saws- Typically the surface layer of this Osgood soil is gray- tial and should be included in plans for habitat develop- ' ish brown sand about 22 inches thick. The subsoil is meat, especially in areas of intensive agriculture. Range- brown sandy loam about 12 inches thick. The substratum land wildlife, for example, tho pronghorn antelope,can bo to a depth of 60 inches is pato brown loamy sand and attracted by developing livestock watering facilities, sand. managing livestock grazing,and resealing whore flooded. Permeability is moderately rapid. Available water Few areas of this soil are in major growth and ur- capacity is moclorate. The effective rooting depth is GO banized centers. Tho chief limiting feature is the rapid inches or more. Surface runoff is very slow, and the pro- permeability in tho substratum, whit% causes a hazard of sion hazard is low, ground water contamination from seepage. Potential for This soil is suited to limited cropping. Intensive recreation is poor because of the sandy surface layer. cropping is hazardous because of erosion. The cropping Capability subclass IVe irrigated, We nonirrigated; Deep system should be limited to such ckse grown crops a, al- Sand range silo. fall; wheat, and barley. This soil also is suited to ir- rigated pasture. A suitable cropping system is 3 to 4 years of alfalfa followed by 2 years of corn and small grain and alfalfa seeded with a nurse crop. Closely spaced contour ditches or sprinklers can be used in irrigating close grown crops. Contour furrows or sprinklers should be used for new crops. Applications of nitrogen and phosphorus help in maintaining good produc- tion. ws • t., •_. 9©©459 12 • '72—Vona loamy rand, 0 le 3 percent slopes.This is a doop, somowhat excessively drained soil on plains and Management of vegetation on this soli should be based high terraces at elevations of xs. I teed in foot It on taking half and leaving half of the total annual produc- - are formed in oohed or alluvial o included Included in mapping condition. are some leveled areas. Also included are small areas of lion. Seeding is desirable if the range is in� s�� _ soils that have a loamy substratum and some areas of Sand bluestom, sand reedgras0. sad idosted soils that are noncalcareous to a dopth of GO inches. grama, bluo grama, pubescent whcatgrasa, Typically the surface layer of this Vona soil is grayish whoatgraas are suitable for seeding. The grass selected brown.The uppor 6 inchos is loamy sand and tho lower 6 should moot the seasonal requiremonts of livestock. It inches is line sandy loam. Tho subsoil is brown and light should be drilled into a clean, firm sorghum stubble or a yellowish brown lino sandy loam about 16 inches thick. prepared soodbed. Sooding early in spring has proven • The substratum to a dopth of GO Inches is sandy loam• most aueeessfuL Permeability is moderately rapid. Available wator Windbreaks and environmental plantings are fairly well capacity is modorato. The effective rooting depth is GO suited to Oils soil. Blowing sand and low available water inches or more. Surface runoff is slow, and the erosion capacity are the principal hazards in establishing trees hazard is low. and shrubs. The soil is so loose that troea should be In irrigated areas this soil is suited to tho crops tom- planted in shallow furrows and vegetation maintained monly grown in the area Perennial grasses and alfalfa or between the rows. Supplemental irrigation is needed to close grown crops should be grown at least 60 percent of insuro survivaL Trees that aro best suited and have good the time.Contour ditchos and corrugations can be used in& survival are Rocky Mountain juniper, eastern redcedar. irrigating close grown drops and pasture. Furrows, con- ponderosa pine,and Siberian elm.Tile shrubs best suited tour furrows,and cross slope furrows aro suitable for row aro skunkbush sumac,Mae,and Siberian peashrub. crops. Sprinkler irrigation is also desirable. Keeping til- Wildlife is an important secondary use of this soil.Tho lage to a minimum and utilizing crop reaidue help to con- cropland areas provide favorablo habitat for ring-necked trol erosion. Maintaining fertility is important. Crops pheasaut and mourning dove. Many nongame species can respond to applications of phosphorus and nitrogen. be attracted by establishing areas for neating and`escapo In nonirrigated areas this soil is suited to winter wheat, cover. For pheasants,undisturbed nesting cover is essen- barloy, and sorghum. Most of the acreage is planted to tial and should be included in plans for habitat develop- winter wheat Tho predicted average yield is 20 bushels ment, especially te areas of intensive agriculture. Rama- po acre. The soil is summor followed in alternate yew land wildlife,for example,the pronghorn antelope,can be to allow moisture accumulation. Conorally precipitation is attracted by developing livestock watering facilities, too low for bonoficial use of fertilizer. managing livestock grazing,and reseeding where needed. Stubblo mulch farming,atriperoDping,and minimum di- This soil has good potential for urban and recreational lye aro needed to control soil blowing and water erosion. devcle,ianent Once established, the lawns, shrubs, and Terracing also may be needed to control water oroaion. trace grow welt The chief limiting soil feature is the Tho potential nativo vegetation on this range site is rapid permeability in the substratum, which causes a dominated by sand bluoatcm, sand rcodgrass, and brio hazard of ground water contamination from sewage grams. bloodleandthread, awitchgrass, sideoats grams. lams. in plll places recreational developCapament is subclased s I y and wostorn wheatgrass aro also prominent Potential irrigated, I ib ity to soil blowing.Sandy Plains range site. production ranges from 2,200 pounds per acro in favors, ble years to 1,500 pounds in unfavorable years. As range condition deteriorates,the sand bluostem,sand reed,,aar and switchgrass docreaso and bluo trams, sand dropsood, and sand sago increase.Annual woods and grasses invade ,. the site as range condition becomes poorer. 9‘,®459 1.3 •`!» ��lu6f. r• CBS 3-5-89 _. . .� + VACANT LAND/FARIMwtt M.w RANCH C.O..w��i..Abt►wtwrrnf'r AND w�REAL FSTA'IE.. .W ere•R.r-•q W CItw1• tQ{1'YAf I.MENaa.+�•-`- err w4r�ee Y COrwLTat OarOlti a0NIN0. 41 •fall l{A1.[OAL IrryTaVAtCNT,IIM(1T VNDRRSTOOD.IIGAL TAX OTaba NVISCL bIIOVW 9 HV..-.m.-- 2 totTY6 ANIt TR01O1TT. V ^ ♦ wra0.mWat-r adoOaAbwaa ,tyr.l ttemp/Nwtr stemma)nom soy'.and the wdrWW rR^V)WR^)•wl+parehaporpd Tree IeabtbMa dem.Wrollwrf nly, °nor rr.tfeI CAMP Of M•Id ^-'Ca:ea p� TM Prop•rtY o•OlatW on Ern 101t 'A` •tt•aa•0 Mruto •n0 /nwrpOrwt•o a•r•in tM •ll Intent •n0 Our90a�' aln0 30.noparowally o*rIrWeartti aat Ow northern most 1CO Was out of 5 0a NOethofn Railroad asO' Ml t ereort./In th•Section •City OfTMdson. County Of Weld,Cor of lOY•00sew . •ft• p•I�SO t.M - {toeorrp ftY).sb a .W tp„ferowdt a wrest vWua apps ad WT•Ora+t tM.r.W rrnrN[W aaM rprr•a•aa wD inward Amore aeok amp s Man spaded.W WM W 1.0.1117. ..1NC(AATONS.the posse Wa•white W loyrrby mw 1-0u arrd le W Prow*e•Wear f 04 Ira rt Mae wwf ad mrewtW .SILL UMW.MMus,plentling.PILO tatama&odw•enmdeyar Mora.TVuue•.aL wain wlsae,ort./fWIMslu alrea.Khan and Wei laiewwTwsrry � "teaks/)webs,planes.tart.fleet+vaatVt.lerrreala arias.•u0tdat Wdtr aeaarwr.aW wrinkle eynem __ rbaarAMOS Of ISentMo•r Or Sit Mini.:W1Warnwrlar0neadattat sets).notrN�Lr�eleen•Wlia• a<PW PtY area bible,awry,eatteb rode.Navy rab,frfOtae rani•ANS"'mew ONeta wr• •v�r+ •M •11 lee/OuarnT• on the vrep•rty teoof seesaw"dabs to Wet la/emu Wes w{Was W fOOpmy'net nom: All ngwrfAM rights within the eeV{dafl•a Of the"WM. (d Cr w.Mt Cfaft WIN rapes to the revs aOW Safe mad lintel Wm a fOntoN NM . YA _ deed ee00e ., . 71••abored+elbd l.dtred Mal Oedmb••1 r r M apnw}d r Ptrwae by Shce by Irk a Wes arum!0. aPhable IeW btaeoewt0)a[W 00eat.free mad daa or a area.err ra sad sumbor.aaot a dd pOd The fops'IN weaned Mesa w rakeed Mentaeada WA a►aD y S1M.900 tm 0e7ieye is vs.Oogae b f.12rRLTUbr met/0413 Innis.The omrAr petty • e is vs.dam aetfanl ?YfrrfwY rellO'a lawelMt•W•Vpaad•1alY•rMw}' ywaea • so URNRT mos=31,•000-00 lathe fore Or-fo.56AL.CNAia Slag death BM sea dayrant a dm paw hhe•priW ate by • *hem.Y twebw"tpe wren m taken of bows Sober and Inetb sz wd Sid . win. Week. eh.' free "'PA" A•3•0 alma forITIeEaWrw/Tt✓er'a��^r .01 &d *SIM et.mow u Wets e's OW.w waver'scheck.SAW a the yews of ram e,if the wawa WA Wows the sirs dednsfha be&Mat Irma W PM Wanes to mon 3,the ad)vaswt wD he ma b rah a Wawa or pid as Mont _ by - ' - a, .. . , �� .. ..se Of soul, . tai Awh e.I tiara loon elwKh.ee Na b•sasrlssd~errbda Yea leglodrrhS , ire itrlelbe prletay sae(yarns not to seed % per an plow.If Monad y}meaarer• ad wawa*bows orals U Dm Wash ediumwee Winn erWwl Ma.arsesfrlwuru•wlM hY saga d fa news ra fat)&Wn nap DOOwrO pYea lo•a the pyamu Nd awl rat•bIWDy _ Loan discount peas,If any.shall be w Wawa laN dosing slid e►eaD naaad Fa W aa SSW)p at Ant m � _ ICY Wawa Waste WW be wad by and W W.e.if my.AO M pd T..—arthoes bonweal,Coat of say .been Wrrattos M r r are 4a the lees 1W eel fee aha woolywogs awe opehetre r away.by See. aOPWV iy dews 0E. 3 o M salad nrr Nlads•.yG M WO b. rf Phrases� �K to�,M a�low le 06 fU AS8(Jhf1Tf ll. S btebOlef INMAPel. k WMleper rwawa.P..,. pY•bp s 3 snow la W fWewes a • . . �'0 na Pet•W a e•per NnWa., r0wdly ywt eswwow se pr slew trader . foe rrl lsane e weeds, Gprofrty baa•.alruwue. Dmofne4e Ws At the lad•m� O _. - yr sawe.eraf AtWaw of Wr'rrratw aLD•ward Wm wow.If any. Orr maws ad W Deno I ea eat Nag eta sad s Wit the towdre eu fee Wow frets Dabil* Sae D Neg O Ibag a rem. wonoe m .rd far f if• oceolleace seder. Goa for slaw a WA* wag be pelt by aba y •W7•os0 OY delivery meiotic or •ppru War b ea iallOuet eat $ brlwrwwarawtiyYramltawr.- rA MIER OR 1Rlvatt TNIRINTARTY Tw rome.S erne oyeV net MIMS fore as nedemati ChM one bWD yRD6.11-0 ONolUtbrwaClaeMDI1.114) bb Rulnr'Weldindl.11ed3 D e- • wwd ter.by dad of amt hem Ilr horn vs w format WOW:lClrk•m boa)._ t. a....t _ - . O Crtl meenbyl'mTl-1k4 . b SofaDroesmle(1'D71t1J1) ' D - O Ar arrb"-Na dt+an ea".(rD 11-0) • 7be peeW Wy new eW be a W WS of � yous—to ail•a3 babdlaa mad Wenn et Os wwa aA pw IS.T.yeas ilia esti tbf YlYs•Of paOW ad•aard W abal)be newt &eye ease weoWlea .if set wawa old. .. .101 M dm end pys aM dralas.Tawas G ebeD Cr ebaD wit be bared by mammal MAW new,W D WOO ma sot be bawd br of snored anted feoretT Magian Was Tie lea rmnebIA'fWmlq nu D ay renews Y ea meow metals Warier dens Wier*•p ow.a • IWO•H Ref waft pyrws ebaD br.Om.btrtrt m lose dWmaaemts seew owl of Ma Ilia be *waaMa paaWt rte WD Si S.per Gala. •4,.... 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Mt me net t prism.If hews w u m W r of the praMee prom by asuman M Wog MM le If Se*OW plena bears Bibs ea the dla of Man b W Sea dw MtNon)Masnias Own PdMae y eemrM tW feelfaa'aGeew aeon %Seger or Len Cerny of Pleatee'm'414.4 merles of tns mmo& . fml Ceoal ItAtenee.UPWINat l play eg se out der paned,grin MnuMdnga praYmsry MUM hops ofSnow&fM SPAM loss M Mew ream*u IMYet.GYe tmna conditional upon Ws approval of Parcae'fe to abtbry W aWdIMMtNom,.toles appeal etD to at Ian's Ines W SOW, i.e.In won elan P)Pwtb r swap supply Y UPS M eon_ is al Pwaatva ems W aoMaants Mrwere twines leaasL eployomt an audit eondWpe(_)Punter corgis ant Sal/try tatty ton ability an oadamrorWan;P)my Pall MfersrdM W 6Mlnwtts rslaed by Sae Mall t tad by US M soeM1ensa eats Jailed I tan Y Malec Sales eavat in this uarrwoc(q itSller den ate pr dale wee mum of dMporpal r nwcarrm tar _ 19 that SNrwte=thb edtdna.ly5dMramps{nadttame l•ofdinppern YMrtsr on M brow S. GOOD MOM.All teen antral at*sat aoD M coda late,Mid ens mr(N a0 epee Geode inn. [ e, • Or aSIONABT.c.thaconosei elr as unaable by Norma...theta Sees prior war Mrm.l , 7. MDT7vCC OYTTTTtL5Wr&MA WWaYnweome.aikatsaran..u+aanooaarignie nwhdWluInSilWylosoanellol wealM lt pvtplwepre •.r•" ' '(... -roe, n • • MMbeet20 Emu Inv. [M�pp oil �Nyor d.Promer•rr:Stsj.e.ISW YW mum of enema Maas ofWoeemenal en n ua vanes of alpspMa IP.AreteMala SW WM a mtc0 epleenwuan2 aM nil fWnobd Y Pootroelf at 5e*ren atpaaa.:yllt MWOptWB poet wary Y WINYn Wnad mood in Se offs of Ott Sera and Wane,pits emmuunae marry of aoevtr.7t nu sat/thee manumit. mw ay me er Maxi d WYuomin Slimed pwtWnlMNee Nag=7.comma ow dW dotanMu(17W Domani.).thogoottommeiregerialloyzatrIt tops orapnfMY Alton WOWS'y span If OrWuwsu Bid ins sfaMo6d.auMoniie0 saw tma _SSW days Ake Pgreames mini dla•OM imago,cenkost. SBe forme wdrNew se4.lalwal,5Ww will enema.etWtea polbY delewM Y Ituranarbootaorosy W PYW Mete at eloant. /I. dF1i.C /Criereale.I y ..i�w p.ri..l AuUor stD tan w Situ u lane wTOM Doavapwanorm.water woo try PnrWeed/ ydWeer dTltlo any our mundane"? ea tide man Mon M l Ole Tin Leas or awns min be need More f W bobalf of oaseratM en to See et l.:re .CMlpebPMM WWI•W ata.tear snafu Pwmtafntes of Title Doormat l nIrintreiSliT ellgyl�'JwotM . Puna of MY Tie Davunitel or a000nneatal MOW w P1apMefA Y w eta sa samit topanw anb&Ye ar ACA's Deanne.Solna ne.'I eguitaltl to ado.If 5ner M War Camay arm ape rap Per tee emus by Se MAO)naged aims,?ant loo0 M oxen to Lou ragged the eendloen of We t dodged by w TTv Dements r earuhwory. DO Manor,Not Skew.N UM honk w.e.ema.Lber gull tee us fWMtr.M Mhfan stbloM fen►laws•T.Vaasa d aD issafal mad n inrittw!nr'.mason arWYr toe hoer%mad uta de eYP awe all meeLL le at erer aM Moron an spoon Mee.palls more.of eebwa See rterl Iarntel slug tea Se beat to omen ape Toone,to annum If me gel ewes)is tun retain' Properly Mt MOO%to On pubDc new wet he an tMwpra t maser twoutrord mu.M Mwaear?Sew e..repwwy). Whoa mow ore wawafrso y sMtwol)dooms by Sae/of rmemd or swab woman %miss➢Im NOS M M M r W y+bed et 1YaY M a M Merlotti;Merlotti;Company w M mug the C10alpe Oni- �- 7lSdr:dT'4-UCeaeaoyeaaannrrn Pwewellonea%mredtrft ieseralak seethe to have osnnen nit ewq�e Y Yen emu.d rY.M dtieo lIeftl!0(onion hat aawl boost• eel a ben I. ' �rtnr�f r!Netts,t die or my our aetaraaory*t6 aesditlnafs)r pfpeted n y C•a.If Sawneulna d'GnM%rsn.s tone hi r�tevm•�-2. uwrn of If Sat LAID is swoon pod,• w, ra";Llapnw.SlMrwDwOr ntoa.ba Oagatha tosneW ostama.oertlEPm.ISIA.O l.a otwtng. Mud, evote at Gmem by on M e'Len an of rlmw Nan MAW%el Ibn igalea..004 W N+tin 1T:.4104•01.Sown.TWIrr any.M rnas aaee etvuM by Low M L'.:.r Caner w or a./an anwn010 of swiecy w nata reetr.r.n tlpl mMiwede. /do w of remotion Mroet r p. DA7Z 0►0005ING 71Y mu of Gatnt�pt +Bp oWve p/(wa T"' nty�a.MMnW.W aplmntMYtaflif MY.T)1m RFV Wpwa 1✓ Of Goan;aMD lot oaupud by Wwr0nasar In !TS 0010 0 n 1 n• T • • /Jar• • • • • • • • • 900459 - _w;•m-iy .J 4 CIS 1 CBS 3-5-89 page 2 of 2 e YRAaE�O►TT12.Surto to ono a manes on Mar Y mowed Men oP0 norm Mt Parer rill the OWr SS IS Menni ormaRialr.slarleM.ma drew,•ins WwrrK•m. moral wetroardm le PwN+.e•elYwY.norm WEPnMMy re mad eta Oa .v of Ora slyd met - • Me ood a of ed roe MaW� WWI WOW,em ty aar 1YM e O is . Y ORS CO M donna alleY Ye0eY4 loanda rorie Pm WWMYof tM T of Dannt rwwnw.Moratrwrd.Wwt.w.+n Nab award ur•hew.Y*ME ofled Pena the Pr epaaoe.•rt s a m by rebyreair ai in warn ty PwArues Mb ind o is ale sena SelOk Y. 111 Prepay IT ah0'atr by W eit NC Es.A in nriarrarsante red Waaa11W pad and be pa eearal In W Roar r teat • 11.PAYMENT OF LNNIdeRANCGt.MY OKOeM.etae r•es+Ed n M Mid aa•B M Paid ream Mfen ran•of trtel�Yr vWone w Iroen any aim WI>. coma. Pr•aldd 11, CLOSING COSYS,t actWENT%ANO ONVICES.MLaar anti Saar den Pay omit heMtwe Yeeel [ I M/04 lm raw eale atoll YM ha re d m,YI cumea rY W 1120.01 YMaPIa Y Y bar•SW W.IWO for MI WW W•narW W Mani �3'.{ nO twiWWW0w�a�aOOS l snrs*O'f4'^� C�p�JO'- - m rr rill Ywd animal ey .tYrWrw M.qY. U PHO••[]!_Y'i'1 Garr WY for IM Poe of Orr.wed en w WWI n®I kW led Ire dial f r YWya1�.��1rI'��( W�1'W�Pro r eeeres Moriera Etta.sr lairs on tertNw ler(e).If any,and ether caress of essemsrnn ti"StbTAaraWe��s r Pela& 5e11n MY22 92.4. order ma wl my rem all be erartd u.Pupae Mpe{dh )e P [ N.Pwwebn of w pnOMRY shall be dollar W Purnwr O.Aea on Cleinp date• }S. CONDITION OF ANTI pAAIAGE TO PROPERTY-TM Fromm Ye lamer WAp Y Yme/wd la 1W Prem wanton.MWNY wmt WOOS) WOeevd,laWono*w hooey wall M mama m fee errtnaY.uWry WWI,doe Maria&r W PAWS of eatMeeartmt nee WW1Ot ) "MOM WSW Sae WW1 MMasted W riMu Ow mown before w dm of rleeWm.MWnow.da��rtWited radrid ims rinks nom au,WW IWO,nraaWWI may be amain MW moot a PuNOuv.Shoal PWrar e,t OW this ap,edam eswe•are. YUMAM aaBM egYsf to rat for and Wauniart MOeedi Man Iran Ma nape ui the Properlyae WWelWWeer WtdYereweaete tale MIMMWPRY.POW.on IYWoonfO Y etraraf IW W M Oaared M.mn Perm r Pit Warman Pia _ star alarm shop be earlier,tee SEW Pal M kale for the resit err mineeaet of E•W rearia er mar'Pi fl are 1el t ear No X.. Oran murals air ra any nYlYa promedi Nona h harmer amiss such neuter nYtg a ridt tmi�ponyaay Oa•Ot X. Inds a eroM.OYEr•*,Oiler nay.teal berm by in May mad tore prig YWa.B say.YPeOrien W Wend WOOS..W MMBu lot OK pins(ter.If My.WIESEN M.TM is of Pe ante Inf.lf Day ma er chat mead 2,6 WINN Won M1wdw or say era partdoe1` . ra . Oeeroo {,T .. er noon,whoa direr If say gat ablWgW Masser is Pot MRarn Or rimed as berm'provided,roe Oar nWerlal f y pjP�MCTUSr l MtION0 BE AS SET FORTH IN SUMECTION(1) {S C= p T')i£ CH 11. SUBSECTION DEFAULT;15 CIRq�, SF1.1S)tZ REAfIDIPs A[A11 P 17 SAID BOX 15 Z AH•SL.DRT SHALL a AS SET • . 1PORT%DI SUBSECTON CO N011ZDATED DA/AA�1• n SAN BOX E NOT ts.Safl'D.SELLDI D (1 me MINDS MI Iaar OBv TYY lea Wtre gY WatMYY.reD'd.be won err WSa� �YOYr ter MOOS YY WIWWh aka and of vas mead hersomm rall be gra aenaorw2.rYlf WSeta "° ' and edam wed SrW Wan Mewnaht 10 SOWN IWOWIMPOEWhe ,.. 1 y .•' ... s ..�• - e M 17 SELLER E IN DEPAVItY. .1rD M MWMEd 2.POa.�Ye }.sra.tr WOWS ruatter etae.n otP lea��t�wrtt mroania so mag sad Map af�on lwoewedamrad Tureart MB San um ripe le m ak Perfermasse_• '.__-__' a n.. an efaeLYeuPeLW Iv COSTS ANTI likrrrNSES.AnitWtre 0 w comma Mein sYdOgtndlea.W W am of may Irma W.r ktma rag akin W1i) rid W ter r•wTin[perry an menaIe Ww and ammo.tans pmummy�FramY W Saw Mr Mr.W Aa en sf YY wPUMary 17.'EARNEST hale'DISP1jTl:NMMtkeWbat aekX} e � Y ywywsY wrlun WnrvNpW Y.reYind H= • I r s •t!,(°.YI 0 at.Ines()Yd trap a who/ ee.m t doer say i so own o.sny o'sMWa bet wr own en Ofinte tar sod WAB men fort tWlb.oed teLdrrrwm eWY TYVPW,WP•rtLtted daywN ale peyaerleTrM of vahr irdo•WwareeYKe'+ES'r4i010Uea . seom sad renal*acerb acerb.fM. . Prone Y ea HMI'S W es a r/w PW Wirt',YpeY.If Meitner sorts Of YY uneedraga we M of re P elrti h Orr Y M a life fat W Nan.If mina 19 yr ehrel erealdee of w Peerra'r ' . rMM of WyuWetularrY Oe,iS'aa.uned hPv a Company matfONOM+r WWMmaW4eed 1(PtnYwad Serf tuw pa lYrh Tp tallanrl VYWf OnerpderE..----rr----.19 PO tens Pa toe IrtalWle•mar W bi e 'DIS - Tie ring broker. Yeetaird des ntY rd its foe ma tuning CrMepery)nose StW. TM Laum Company may duo of Rert.WYYry a,coarse.W San*Sy.WWI W Latta Gown W•OuIY W a r Purnar nee*a• Liars Coney le Saav's Vet Ned UMW.CO Whig Or SEW Yd on reNlaaa.BY SIGNING Coe&PUIIC)LASEa ACCNCA['1XDOLS ouca TN4ELT NOTICE BY LISTING OR SELLING COMPANY THAT LLSTINO COMPANY E SELLER'S AGENT. TM alas Merv. h,avm<la+.,antml mod red We awns(IS Cae•any)noreasl:In THE BOX IN SUBSECTION(W IS CHECia,D.SELLita COMPANY RFJHESEN7SPURCPIASERt ONLY.AS SET FORTH ONLY. U SE'YTORt'l11W THE PDX IN SUBSECTION 00 IS NOT CTfEC)SO,SELLNOCOMPAHy REPRP�NIS SELLER SUBSECTION la)•1 red eoe0erm r yur ley.Weh tae Sena COmpaeY W•dory r rent]untitYr M1I.rte.e s ri W Comer I ova e.&0!wan.IeYYO AC u1'. L sari PRIOR I4 S.uvT eE H red is win M MIWI of Sane IN w PwNY1 E SIOAO� BELHT. PURCHASER ACKNOWLEDGES PRIOR TIMELY NOTICE BY SELLING COiRPA111'THAT SIIR3N0 COMPANY 1T SELLER'S AOENT. .0. �� ....r r,.. D VS•- -r...y-...Mir.Eb'"'lri. ?o. At:WM: eb PRONSIONL (a) The illowinp terms shall hove the fOllowdaB Pesnln0ai (SI 'TWO Cadent Mall an Security Title Guaranty Co. loaned at SSTS Cherry Creek Or AO N., Suite 710• Dent. COloredo 00200. All corMarmence [0 Security Title.Gvarenty Co, shall he to [Ile attention of Carry TRepson. toe Title Garry to (11) 'Title Cori Omar Wall MOW W armor'. [1612. policy ca oltoonl issued by insists Pun)haser'• tine tatoin. • n nos (111) 'Wont Mot shell mean the funds deposited with the Title Garry In omen! with Peremson MO) hereSOOLOWO• or an additional an e► wry Oli deOMited by Pocono,. - • (la 'ABre2.nsnt' Mall raven [hit Aprement and all rata. snatched hereto or Wrenn imam. 1►I The Cerra[ Nary dew lilted Narita small 2.e osedalted in an interest WWrld morn nt by the title Cc.060Y. Ear, the 1eeeeeet [p accrue thereon atoll os ratted to the Kircher Prig. Hy tie Ovid oy Pltot'eoor feraeedelL if this nutriment it not consume rd. the intern[ accruing to the Ernest Braley shell ae delivered : �1 t t0 [M faertY Ratltled to the Eamon HOaeY• 0.0459 For lantana1 provisions, sr The /ErnOum/I oh Solt 'E' sttedhed hereto or referenced heriln. /`/'-!I. /6 _l .. • • .yt.//h /Pit C/Frr 77-,* !L!cu.ClC. �7�S s'Atci.vec %o4 gra°big :dm' �/v` 1-x-a7 0.� /O 3/ Tr1X �ArdriJ'f feij� a.!9.prir_►u.aytg7Jtp owe./ln MLB031fJ0001,.' f a � /;IPii"e e� f �i J�Imo plcfel norcortl 1 d.al1i3u6 G l < er aac1a1119a. - t, • Sl.RLCQt.PtDl0AT1QN OF LZCAS,COurrala.By'Wan tale datenent.rwaa.r and agar aa5aa10ado•that W Sell a Canaan at W Wile{ Cr aig aY aammalm lod that Putnam ma Sam°Wan W Galva d ihrir aaaAdal amod mantas mainima0a of Mk and Ma Stun 37.TraarlaT1QN.la W m i this aawat V ta/aisuad,YI prPau m t*lap of rem lama Wawa all a naiad Wilts raaaBY aaall a mini of aB eWWMea alaaar.lrblat to smote 17, pWaal6YMlaa 4YS aU+Ie'wMlef MOf'asAall MawanaaYO(NdemeMeaYSM .. p. MVP=QTSC4V1'ANCr/CQONRJPAKI}r Si Woo februatY 9 19 90 this d000mal Wall Worm a Murata berms am sodshall �.a�m a ra�mo++ae WmYa by ama Wane',aa0ataelY,Ye.nY rich Darin 114 mina I a copy IWmf,such now mlenitaa Warm 0404 9araaa. , � 0,149 C SNLVSTRMS.1t4. � •1^ auccierSE Da. Panama Dim 1Yraaaa,I Yam: r��• e.t.a P.44 Tine: AL41t Icv� ✓ 'WSW; P•0 Dfrt 110x10.wooBron. MIRA 72119-.0410 (TO BC C.asonpe BYSa g9AND USTIMyofa COMPANY! IdaMaMfYw U. ACC1TfANCLCOaxAOSS10N.S.Ua.acao4wamn Or°aaaN4W Of Jy_/, My of ''AA mama moos Baaaaa UM Wawanai Con aayjetha the is Ou Allt ern Ran nth ettaade YMaY mad 1lulsd CoaoaeYJote/�Moryle w.nmwtattamaofaLgaa aa1Wuottow runsaaaa.Wa.wan IKty ad tb• a Maisie .. at was 040404E a mB.f1.d between W Ca "wen 04040 S.Ba,u•lr ma4.of ao Wlaa Ceapmr•oam nth nuns)ra mriwoa. Tab. 9 990 SaYat� �. D321/40)4611tey.ra'acrL D4a yD Cm. tar nth: WWI*Maim 11.0.444ax W. Nyeann. Colortuna apse Tawierama WON'COMM?ismaca{a mop of the amen Pee✓/0411011110041101 IS MOM 3 adMaSaBMdCaaamyw lamas Company Warm W MOWN WWI&Sloan al rorW on lacuna 19. MIMI Company (Ma am Aaarrl) BY1 • (Sldewn and Damp . WIMB CaPr.ar — aquae and acdt al On (Sideman and Dal • • • • • • • . 900459 NAMES (Rums OF PROPERTY WITHIN 500 FEET • Please print or type NAME ADDRESS. TOWN/CITY. ASSESSOR'S PARCEL STATE AND ZIP CODE IDENTIFICATION 8 Dale J. & 333 W. Hampden #515 • • A_.L. Overton Englewood, Co. 80110 1305-31-0-00-025 Shirley A. Jacobsen, 6787 weld Co. Rd. 49 • FsaA x & tonna piper Hudson. Co. 80642 1307-36-0-00-006 Donald Lee & 6687 Weld Co. Rd. 49 • Helen Here nnhenn Hudson. Co. 80642 1307-36-0-00-005 P.O. Box 488 Helen L. Hull Hudson, Co. 80642 1307-Z6-0-00-007 Ron and 12600 E. 114th Ave. niane mAyperd Henderson. en. 8.0640 110-36-0-00-0U 6997 Weld Co- Rd. 49 Van P. Werner Hudson, Co. 80642 1307-36-0-00-010 John S. Jr. & 23743 I-76 Access Rd. Janette Arends Hudson, Co. 80642 1307-36-0-00-009 • James, Timothy & 16521 E. 121st. Circle Dawn Eraer Brighton, Co. 80601 1307-36-0-00=008 Joseph G. & 7451 Weld Co. Rd. 49 Shirley Jean Ianelli Hudson, Co. 80642 1307-25-0-00-014 James F. & 7447 Weld Co. Rd. 49 nnnale Keith Ptfoi Hudson. __Cp. 80642 1307-25-0-00-013 • 6997 Weld Co. Rd. 49 urn p_ Werner Sudeten. Co. 80642 1307-25-0-00-012 • 7495 Weld Co. Rd. 49 * Zelda H. Shaklee Hudson, Co. 80642 1307-25-0-00-015 24963 weld Co. Rd. 16 ` John T. Grattan Keenesburq, Co. 80643 1305-30-0-00-005 William R. & 7488 Weld Co. Rd. 49 Shirley L. Graybill Hudson, Co. 80642 1305-30-0-00-021 Roy D. & 7420 Weld Co. Rd. 49 bra L. Starks Hudson, Co. 80642 1305-30-0-00-020 Daniel & Press Peter Cooper 22 Crestmoor Drive c/o Peter Pres* Denver, Co. 80220 1305-30-0-00-004 • 900459 • 18 AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Application No. Subject Property 00/00 40",..-Acedes. �c. 4r,4so STATE OF COLORADO ) ss. COUNTY OF WELD ) THE UNDERSIGNED. being first .duly sworn. states that to the best of his or her knowledge the attached list is a true and accurate list of tha names, addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of property (the surface estate) within five hundred (500) feet of the property subject to the application. This list was compiled from the records of the Weld County Assessor, or an ownership update from a title or abstract company or attorney, derived from such records, or from the records of the Weld County Clerk and Recorder. The list compiled from the records of the Weld County Assessor shall have been assembled within thirty (30) days of the application submission date. The foregoing instrument was subscribed and sworn to before ma this /�f - day of n a..t C,A . I9 g WITNESS my/hand and official seal. ,� My Commission expires: .43ZaS4/ • Note Public - . 9®®459 • 19 ~ AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE All rights to any and all minerals, ore and metals of any kind and character, and all coal, asphaltum, oil, gas and other like substances in or under said land , the rights of ingress and egress for the pur- pose of mining, together with enough of the surface of the same as may be necessary for the proper and convenient working of such minerals and substances, as renerved in Patent from the State of Colorado, recorded August 5. 1946 in Book 1185 at Page 39. (Affects said Section 36) . Minerals and mineral rights and reservations and exceptions as set forth in Deed recorded May 9, 1907 in Book 233 at Page 92 . 9©®459 20 AFFIDAVIT OF INTEREST OWNERS MINLW,S ANUroK SUBSURFACE Application No. Subject Property . STATE OF COLORADO ) ) ss. • COUNTY OF WELD ) • • , THE UNDERSIGNED, being first ,duly sworn. states that to the best of his or her knowledge the attached list 1.8 a true and accurate list of the names and addresses of all mineral owners and leases of mineral owners on or under • the parcel of land which is the subject of the application as their names appear upon the records in the Weld County Clerk and Recorder's Office. or from an ownership update from a title or abstract company or an attorney. • I'L> Per Security Tit Commitment Numb _1 . .4.:44,'" • Ni • The foregoing instrument was subscribed and sworn t bgfoJ me tihi:• ,," day of 77'��c..l.� • 19 `O. I��iN�j pUB�.�f�NP t WITNESS my hand and official seal. `\��G��,. r!y Commission expires: jA.7' • • C.� Cary u lic r •• • •• 900459 • 21 OurtuNOtoN APPLICATION FOR PRIVATE CROSSING SIBSnNete0w oN • TO BE COMPLETED BY APPLICANT ///�//y/i Business l033o Co#40/Er#041 �� 4/430972 067 // � Name: r 6 uryrq/t J Address: Srd?fir7ltlrr? Ci7r/1` Coo<O• 800 zz con:wive,: f)/Jto 'N, cpc Aort dove- Sunoinwit°incOIQOrated: 4.0./i.." t—a.eC le ►artnerslup(oat full name of all partnen): • individual fort firm name.if any): • _ oOtatiOn: "</e- PST ri O J,�a county: as/zee—Lc State: at 4 _ Type Of aWunO(i.e.plank,asphalt,etc.): /�.CAN!< Width: /� What use will be made Of&OWN? cess re, �r_rCi�Y?.t1 %/lu crc ( else /,SRreic Dios aPIkant have other pfnate dossing m Vicinity? NO Htp.grwOMSK,and direction from proposed MOWN: ' Is land awned or leased On either side of proposed craning? t e5 us0.dewrhe: /tea /fc4,?S p74/ ,2pu rN ,�/ r S,o / --- � [2F /�Lt.— S/C07^1n/ ,Zs." 76,4-bit, rtms>r�'f R niter G ete/e . Don indicant dews to do grading at his own expense? 1/2Z r What material does apWkant desire to furnish? lac Re,cu Applicant understands hellos will be requested to sign•regular dossing agreement.Which will provide Met Applicant will l)assume the cost 10 cOnatrua the dossing,t)furnish insurance as!counted by Burlington,J)assume the r Ow the dossing if dossing a temporary,and a)reimburse Burlington for the expense intuited to maintain the crossing. APINOMwill be responsible for keeping gates dosed and raid flangeways free of Date: 17a 19 G „../ (Applicant) TO BE COMPLETED BY DIVISION ENGINEER Location of dossing.M.►,: Station: Attach sketch.Is crospng location beat available) Now far d DUNK crossing in each direction?. View(North or East): (South or west): is there a bodge in the vicinity where undenrossing could be placed? is dining On fill a m cut? Indicate MVOs and show doss section on the sketch. Is right.ofway fenced? Number of gates required? Standard nOp signs should be provided and included lathe estimate of coca t0 be assumed by applicant. Are culverts required? Site and length. wain be seems ryto mow or raise pole line? If Mara be and include On cost estimate. Estimated Cost S per intimate attached. What knits of insurance do you recommend? AnIIOvED: Division Engineer 00459•«sutra sa♦ Dotson Superintendent 9 EXHIBIT "B" VVVV yJ P l�R ;• Ili. t fJ ' �<'r, t 1 (j r / , , +eta ''• / ^ • • :• Ill 9 r'i/y11 14160 ` • / dir a f J S' l P 1, .',•1 M/ �\iY. . CIrI aid, FAA i Hazardous Materials Training - rl " June 16, 1936 1 lir. Robert. HC Cutthen. , 6330 Colorado Blvd. i� Commeree!City, C0 , 80222 Y • •,"1y l44,✓ _h r A ^(P1 ";..,).e'"•,/ _. 771 p. _ .•a i i9 ! '1;1.: h \1fi14n.,t, I 1 Dear hSr, MC Cutthen, ; +.' I The Colorado'Committee on Hazardous Materials Safety and the Colorado'Traininr, institute wish to'publiely acknowledge your det;i cat Ica 1n the field of -Hazardous ' l` I I•;aterlals Safety ; .° x" the volunteer'tlir,e that you have coati tted to the Colorado Training 1stitute '' has been of lnvaluple Service to the State of Colorado and the peopt, who live 1 .here. Your attitude of.giving,. uithout thought of payccnt exemptif "es thespirite' '' ' in which t, bls state was, founded. Your :corr,ittcent to the safety of the people of. Colorado serves•`as an outstanding example to others in the co,Ynunity and ,the desire we ail share.;,to provide a safe place to live. •;� •z v ; x To show rourAappretlatlon. we would like to Invite you and your yucst to a 1 t `M y; S sPeclal Commendation Dinner.•at the Crown Palace 3allrocn. Friday, July 11,;1986. )• It; AL LhiS tame, you will be presented with a comT4andaticn (roc Gov. Richard Lamm-and . ` ? .�0 . the people of Colorado- .The cash bar will open at 6:00 pm, dinner will be'Served . ' }r , i ig at 7:00 pm: Dress.-s optional and the evening xi II be by reservation only?: A {r formal invitation x111 be nailed to you in the near fi,ture. Please 16VP to,289-4891 k ./ by July 1 , 1886:: We ''Jill be ,looking foriard to scan; you on that t. udng r; . . r 41 sintervty, � ' Ry t.711' S,h r / HMA. aint:er Vie •1!- Chairman1r r Colcra o Ccanittee.on IfizardouS materials Safety . •, •' , I,i • •‘•-•:>:2,,,.=".,••• . • Exhibit „C 906159. t $t COLonnoo Tf1AHNING is.STiTUTE ` ...1001.EAST,62ND AVE.., DENVER. COLORADO 802i6P,(303).280148910,' _ . _ .� .. • • .., ••a1C10.1140°M ivG2Ad,+ ..4'''''.'"'#;r1' :":"A: CN.1.MK 17'ItiVr rt' iryt{n: b':h ..c_. ,r �" South Adams County 1Olutlteer Fire nepartment, Inc." ' ,„ , I 6550 E. >^N..AV.. cr+„ ent i ptY 0314 EG+tT7 ` i _ �" •� '1 Lr ,+ ., I' k .r r • „ ''• >�,`•:."1. 1 �1 � Mme' ' yd•,;. !r ;r> . . ,�,n,w}' •try ( �• • 5 r.MI rdi 22,11i,:s219 3't . r rJ 0;••••• +' `• Ni ll qYt •• a+ , , vim , ,� J 1, < • c'hl•Ir s hilt' Mcrtitchl rig s • .r .;:.,..,..::••,,,,,„3„,:,, >, " . tyt:•\;; kra� u. "% , .. . , I4) , `'• dI }YJ YtLy y, lltsic intro Ch�ca.• Inc. � �, �.�,M,:Y�y , y y • 6330 i:olorndo ` itlt'tt: • ;. �x , �- 1gt �,,• • • : Commere0 C.I.ty,-.L01'()ratio S0022 + , \` !TJ�,. Dcrtr Mr. plcCllt�llInge ▪• ,,n 'h�'*".:Sti21,, � `;;. CtOti'''li/ htlf,'of• myself :inn! •those ncmhcrs ''attcnding,tho .;?r �; 0,chem1c:ll ,resentatIon rovided h , { • ` b ,��,,�• ��1 p f > ;?'.our company tonr,� l '� I cer,iing hoer tu' techniques ImOIVCd,;, l •trottid 1ikol-��,}, , t } f to erpro$3 api r e c i a; Ion for your t ime and ,effort.`,, ; ,` ''' �AThls 'prog'rnr ,,,was a ,le•finitc. aid In 'crihanettifi'out �. ;„t ` j'1 ,' )�?under.tnndin as fire f[ liters ind 1n' r0vin otrr.?x °' ' •'r 3li '' 1C,rprlt,il It 'oi concerning sue It aat tr .: f* , I Y • ii; $' . . �, • .1' , 1,ty iil raonal th'ankr for the In-dcpth,.•`hnnJi▪ oii",•""4s /• , �' aoxprl i once conccrning, the l Its , your. movica itnd�" r r I "i 4{thc diSCtte lon ' I;Ivo!ved. ;/'''.� ; , d '' ; . : It IS , indeed; rexardin.r ttlat your company IIP, gLctt '1, ' 'ii •lit and: effort ttl t+et ter assist us ac tolutitcor , �+, ; y I • • ;,dire fil;htere scree nur growing comitu'nity's Sittlntlonc: .f� { 1 7 Yn • + ♦♦ - • . 4 QQ 71. ,S, Iricl rely - t 11 -I s • I. ;Michael Itfrdscli . • , .9 q� ' `�Sriutil ,Warns County vo:tint ecr Pirc Pelisrtrsent' i it t k v.. • t i ,: • •: �, . Sg c �•.; • �, + t :3. . v ;W 4 Y is ` ryrq ,rt �. \ , At V ,� JYj .• 19 II • of .; • • 4 ; Ii I :t�:9.1'.v.)'A� i. -1_. .L.. . i_rl:Jt__ t;tAt_r_1- '1N l . . .... ,, ;,,� Y ,. • • • • ..,•,-1,... 4 ' 'rF ,�I ll�.r •4 ..i014.,',. , P • ' M1ir ,.,•, • • •• • •r 4r•• ' 1 yy 1 `4.' QJC1 0( �OGQ()(� ( 1� . )i ? 1 i ;)O0 00 OncQAQric y�ititiki •/ _( -1 /-• 4 . ---,-� y Yppppp�,. • ��r .i ,r Pr - ... Y, . . - •r u .. . •••:.•4-.,•4...4t...,.,, _�•. STATE OF COLORADO F,Y"; :*; -c- idrF �';' - 4 r.)tY' C < --..• y� L r� .�. 1 l Y r •r . ti.. • yit Ar -- GOVERNOR S CITr1TIONob �, • �� y � ,.. ✓ (. e.s. Robert F.. ,fCCut Chaff ".� 1 v _�� _, \Int arc, lierel)v. (•onmienclecl for Out;uanclillg, _J ...i. ..___, .____ -- ti( r� iCC tO the tiG)It` •c)f ( ()1(>r71(1O� for 4otuntccring �, -- - ynnr tiros as an tn•,tr„etor at the Colorado Training Institute. "-•�•.06 _1 „, ' .��'I :. .. •�"~ • ..»� • M ,rok: ~• � Qr 0 "St..._,.............s.....ic . — re '�`` a k - (;O crnvr.. ••••-- * • . • - • =7, �:co�a . • :QUO 9 .. _-_ .. •• „;I • Exhibit' ••E•• •1: 4 • - _ CD • us by G G ... o� ^ .. Q w � W -. 00ti �� !�� O •ti t � � P � v p GQ eGi issi G G v ?, Ct• G � V G 0 ‘_.Q C) t) C � Q • � ® o ti V11.. 3-„ J -O •.� `� c ., so g P Ca4 O � G O Q, � ' 1 • W 4 � Z v � v r .G \-1 3 Mil , 4 r4 � it � a3 a 9.,4 G k a H v . o G G O1•4 cg � Q. E ^ its ° ai Cm) � ^r^J w +., 'v C o z Z C • � ea L.) t. • Exhibit "F" • 1 , ;;C0459. WRJ•S•Rev, 76 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman SL, Denver,Colorado 80203 Application must PERMIT APPLICATION FORM be complete where ( )A PERMIT TO USE GROUND WATER applicable. TYPO or ' If)A PERMIT TO CONSTRUCT A WELL print in B A FOR: (-4) A PERMIT TO INSTALL A PUMP Al Si No overstrikes or erasures unless , ( ) REPLACEMEKT FOR NO. initialed. ( )OTHER • WATER COURT CASE NO. (1) APPLICANT••mailing address FOR OFFICE USE ONLY DO NOT WRITE IN THIS COLUMN NAME g� /7 9}i.�//9Q,Q Receipt No. / STREET_ /20400 te, 441174,c. Basin /J /7 Dist. CITY Tf�Ol7�CSa.✓ a 6400.10 et (State) (zio) CONDITIONS OF APPROyq). TELEPHONE N0. 3kg'-5---Tee"no/reirnaf,, _ This well shall be used in such a way as t0 cause no material injury to existing water rights. The (2) LOOATION OF PROPOSE WELL issuance of the permit does not assure the applicant that no injury will occur to another vested water ��`�� right or preclude another owner of a vested water County right from seeking relief in a civil court action. A/W a of the_ :C_.x,,Section 34 Twp..2_ N.Rng, o .[d, acr7i0 P.M, 01,$) IE,WI (3) WATER USE AND WELL DATA Proposed maximum pumping rate(gem) 24')17 Average annual amount of ground water to be appropriated (acre-feet): 2 O Number of acres to be irrigated: Proposed total depth (feet); 970 Aquifer ground water is to be obtained from; Q AMA.P/391u1) — .49/4/900/5 /DariYi«s Owner's well designation GROUND WA'[ER TO BE USED FOR; ( ) HOUSEHOLD USE ONLY•no irrigation(01 ( 1 DOMESTIC(1) ()CI INDUSTRIAL (5) ( ) LIVESTOCK (2) ()c) IRRIGATION(6) ( 1)COMMERCIAL (4) ( )t)MUNICIPAL (8) ( )OTHER (9) APPLICATION APPROVED • DETAIL THE USE ON BACK IN (11) (4) I2ELLLE$ PERMIT NUMBER • // /� DATE ISSUED Name /6 r,5,1 ✓0/7/24/4/0 /AiC / EXPIRATION DATE Street 1/3 ,Cunt fiety� er . City AUA7- B04/O (STATE ENGINEER) ? Site • t zia) Telepho?e:Ncr?°ZSS51-1944(ic.No, BY J001159 I.D. COUNTY (5) 1 NE LOCATION OF THE PROPOSED WELL and the area on (6)THE WELL MUST BE LOCATED BELOW which the water will be used must be indicated on the diagram below. by distances from section lines. Use the CENTER SECTION (1 section, 640 acres) for the well location. �TQ �+� + t — + — + — + _ 4_ ± — ± 4. }t. from inorlo or sown) sec.line r 1 I to 1 MILE,6280 FEET-1I I :c.:Jt3r ft.from .•e—.esT sec.fine (east or west) • + + + + + + + LOT BLOCK FILING • I I I I SUBDIVISION_ + — -4- — NORTN SECTION (NE — 'i" — + — (7) TRACT ON WHICH WELL WILL BE 1 I I 1� LOCATED Owner: NORTH1 = Y + — — + — D ± I No.Of acres .Will this be �Si - I T / — � Col t"n ' the only well on this tract? o — + (8) PROPOSED CASING PROGRAM I a , • I � I Plain Casing . -I � i — + — — -I- — _ + f in.from ft.to ft. I I I Or a in.from y" i ft.to G'S ft. + .... 4. SOU NS' �1•NLIN — + — —,• Perforatedcasing I I I I in,from ft.to ft. rr + + + -t 4 4 4 4- -I- � in.from G If-- ft.W 974) It, I I I I (9) FOR REPLACEMENT WELLSgivedistance and direction from old well and plans for plugging — -� — I- �- — -}- — - - -- (- — + — -- i . The scale of the diagram is 2 inches- 1 mile Each small. uare represents 40 acres. WATER EQUIVALENTS TAOLE (Rounded Figures) An ecre•foot covers 1 acre of land 1 foot deep 1 cubic foot per second(MA...449 gallons per minute Wpm) A family of 6 will require eppMr;inetely 1 ecre•loot of water per veer. 1 sere-loot...OM°cubic f«4.. -26.900 gallons. • 1,000 gpm pumped continuously f01 one day produces 4.42 acre•faet. (10) LAND QJ�N WHICH GROUND WATER WILI,3LUSED- Owncr(s): ii ,..,_)ii ,..,_) to.<//9Y..ir/a�n No.of acres: 700 Legal description: • rt.-/ 71"."C'elea J) . (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal system to be usadCq cs , 4min-A zoccenrenfreur ei iyrterne,47 r gietcw , c uari�lrl�tiA-r,jirN/ltiS7f"C *- 44 rilc.f /�lA•141, ert-s 4 e we", trz) tee/G„9-rd-o so,e/Ame c it a zdyrsaT,gn ici:•".S.= Se 47,22/*es bey "reds etc) /92,A,,ri,,ti^f — 1.eATJc. examorat (12) OTHFR WATER RIGHTS used on this land, including wells. Give Registration and Wator Court Case Numbers. Type or right Used fOr(purpose) Description of land on which used (13) THE APp -NT(S) ,S) TH THE INFORMATION SET FORTH HEREON IS T 4.5XI .BE OF HIS LEDGE. Si TORE OF APPI.IIICC T(S 900459 Use additional sheets of paper if more space is required. - —4 j� �CKLAM& /� SSQCIATES, INC. SURVEYING-ENGINEERING a DRAINAGE STUDY FOR THE PROPOSED D. P.G. INDUSTRIES, INC. DISTRIBUTIONAND PACKAGING FACILITY A PART OF SEClION 36, T. 2 N. , R. 65 W. , WELD COUNTY, COLORADO MARCH 26, 1990 CONTENT'S INTRODUCTION 0E7SITE ≥TCRMWATERS ONSITE HISTORIC AND DEVELOPED STOPMWATERE DZTF,NTION OF DEVELOPED STORMWATERS 100-YEAR FLacn^•LAIN C^ATNA�JE CALCULATIONS DrA!iy'�nr: PREPARED 8Y: ACKLAM & ASSOCIATES INC. 15 NORTH 12TH AVENUE BRIGHTON, CO 00601 PHONE (303)639-8546 Di»Ft AA DPE,DOC f..)00459 16 NORTH 12TH AVE.• P.O. BOX 796•BRIOHTON, COLORADO 80601 TELEPHONE 303-069-8640 D. F.C. INDUSTRIES, INC. DRAINAGE STUDY YNTROpUCTION This drainage study is for a 100. 0 acre parcel of land located two miles northeast of the Town of Hudson in unincorporated Weld County, Colorado. The site is presently undeveloped land covered with • • weeds and native grasses. Adjacent lands are The hurlington Northern Railroad (C. H. w Q. R.F. ) and Interstate Highway No. 76 to the northwest • and farmland to the south and east. The U.S.D.A. Soil Survey of Weld County has mapped this area as having the following soils types: 1 ) Bankard sandy loam, 0 to a percent slopes (#10, S.C.S. Hyd. Soil Group =_ "A") . Surface runoff is slow and , the erosion hazard is low. 2) Haverson loam, 0 to 1 percent slopes (#25, S.C. S. Hyd. Soil Group = "6") . This soils group exhibits a slow surface runoff and the erosion hazard is low. 3) Nunn loam, 0 to 1 percent slopes (#39, S.C.S. Hyd. Soil Group = "C") . This soils group exhibits a slow surface runoff and the erosion hazard is low. 4) Olney loamy sand , 1 to a percent slopes (#44, S.C.S. Hyd. Soil Group = "B") . This soils group exhibits a slow surface runoff and the erosion hazard is low. 5) Osgood sand, 0 to T percent slopes (#49, S.C.S. Hyd. Soil Group = "R") . This soils group exhibits a very slow runoff and the erosion hazard is low, 6) Vona loamy sand, 0 to 3 percent slopes (#72, S.C.S. Hyd. Soil Group = "8") . Surfacer runoff is slow and the erosion hazard is low. 900459 D.P.C. INDUSTRIES, INC. DRAINAGE STUDY The owner proposes to construct a distribution and packaging facility for water treatment chemicals near the center of the site. The development will include a building, parking, an access road and a rail spur. The remaining land will remain undeveloped at this time. The calculations for this report use the rational method for a 10-year initial storm and a 100-year major storm. Current Weld County Drainage Deign Criteria and the Urban Drainage Criteria Manual , Volume; I and II were used for this study. OFFSITE_STORMWATERS A field inspection of the site with topographic mapping indicates that little if any offsite stormwater enters the site. QNSITE_WISTpRIC_ANp_opigt_OPCD STpRMWATER$ The site has been divided into three drainage areas. Area "A" is a 13 acre basin on the south west corner of the site, where no new development will occur. , Basin "B" is a ;3 acre basin on the south is where the proposed building is to be located. This area will require some regrading to direct stormwaters around the proposed building. This regradinn is to be determined when final building plans are available. Duce to the small area to be developed in the 100 acre parcel , detention of developed stormwaterrs may not be required by the county. However, if it is deemed necessary to provide on-site detention for the development, they required calculations and analysis is provided in this study. Culverts will be designed at a later dater for placement under the proposed rail lines. 9(344, D.F.C. INDUSTRIES, INC. DRAINAGE STUDY Basin "C" is a 64 acres basin on the north east side of the site that will not be developed at this time. The Box Elder Creek flood limits are located in this basin. If any detention is to be provided, it will be for Basin "S" and not Basins "A" and "C". Historical and developed stormwater flows for the. initial 10-year and the major 100-year storms are computed as follows: BASIN HISTORIC C.F.S. DEVELOPED C.F.S. 10-YR. 100-YR. 10-YR. 100-YR. BASIN „A" 0. 65 4.93 ***** ***** BASIN "g" 1.36 9.20 12.42 37.3 BASIN C" 3.20 21.76 ***** ***** DFYEhITION,_OF_DEVE�QRED__STORMWA7EFS If requested by they county, stormwaters for Basin "B" will be routed to a detention area and will, exit the site at a rate no greater than the historic rate for they 10-year storm. The historical path of these ytormwaters (tea the north) will remain unchanged. The detention calculation% use a ten year release. This has been requested by the county staff in previous drainage studies prepared by this office. The teen year historic release of 1.38 cubic feet per second (c. f.s. ) is much smallerthan the normal release (calculated as 0.85 e. f.s. per acre times 2Z .acres 19.55 e.f.m. ) . This large difference is why the pond volume is so great for the small area of new development for the project. DgTgNTION OF_DFVgLOPEA_STORMWATERS The 59,616 cubic feet of storage that may be required, can be detained in a detention pond along the basin 's northwest side. A release orifice will allow the stormwatersa to exit 300459 4 D.P.C. INDUSTRIES, INC. DRAINAGE STUDY the site at a rate no greater than the 10-year historic rate. A 40_YEAF-FL0ppv,Y N Part of the area of this study falls within the limits o a 100- year floodplain as is delineated by the Flood Insurance Rate Map Community Panel No. 080266 0900 C, Map revised: September 28, 1982. No new development will occur in the floodplain as is shown on the enclosed plan. 000459 C. %'7., II V✓0 ` -.• • • ry • k •P .........>„` ,' �t r. .L`--..- '�ovoq ° 571 : 't `'-• SITE u fC ' ° c 4 y °w ° h 51 ° i. I' if y,,/O , 1 w • Volga .930 1/4 3a 3S .• � . i me R*Yo 6''. ' /- �• // /� A --c,--a. !It / i tI _ • . : de' ?..•:;e1• •I t. \'‘q • i • VICINITY MAP •. ,, .:,�,e' �7;wx 1. i : 50,000' • • • • x'00459 • ' IZ '\ ,11 • °' . w it rwdi� tuir,. �, ''�;4 it . _Ao. • :;<0...41? • etr,y . 10 •��•*�•• • fir/ •• - k • sa•,2� A Tail f,;r.y' . .fib-N;1,•. ♦'1? p it/�•0 . 'Ili, •,, { 4* tit * '.. • f�I 3 4 il • ... ..• ll. 4:41e,tile r �'4* ,�. C 'Y /•,",'', ,,d .; " ` 1. i' ,,,,,� 04'07"� 7,:ii:ii: 0.'A 0 .IY .-42 71 '''' 4. '.4 O t.,4:44-•,..„, ... .,•• . . .▪- rprielt t'''.- . 440 ....,s• !kt. . C1 /e'• -' ,..- ,t.,''.'*::4... fit:::.4"r: v.., I . k. ,, . , : . : ,...., %,._.5 it,. 1,. .$i' .40 •-: .!' . ' . 7 1 4.- a� tar \ ,1:!.. ► i. \ .Y. .4 j...,A 4• . 4. :'.roil • �,;.▪ . ,•.� `t^r _ Y 7. S;C.S. SO!LS MAP ft 0 1 Mile 5000 4 W 3000 2000 1000 0 r 5000 Fog Scale 2:20000 0 • #10 tankard sandy loam, 0 to 7, % slopes (Hyd. Soil Group = "A") . #25 Haverson loam, 0 to 1 % slopes (Hyd. Soil Group = "t") . #39 Nunn loam, 0 to 1 % slopes (Hyd. Soil Group = "C") . #44 Olney loamy sand, 1 to 3 % slopes (Hyd. Soil Group = "S") . 149 Osgood nand, 0 to 3 % slopes (Hyd. Soil Group = "B") . #72 Vona loamy sand, 0 to 3 % slopes (Hyd. Soil Group = "B") _ .FIGURE 2 9C04ss G . - . DRAINAGE CRITERIA MANUAL RUNOFF TABLE 3-1 (42) RECOMMENDED RUNOFF COEFFICIENTS AND PERCENT IMPERVIOUS LAND USE OR PERCENT FREQUENCY SURFACE CHARACTERISTICS IMPERVIOUS 2 5 10 100 Business: Commercial Areas 95 .87 .87 .88 .89 Neighborhood Areas 70 .60 .65 .70 .80 Residential : Single-Family * .40 .45 .50 .60 Multi-Unit (detached) 50 .45 .50 .60 .70 Multi-Unit (attached) 70 .60 .65 .70 .80 1/2 Acre Lot or Larger * .30 .35 .40 .60 Apartments 70 .65 .70 .70 .80 Industrial : Light Areas 80 .71 .72 .76 .82 Heavy Acres 90 .80 .80 .85 .90 Parks, Cemeteries: 7 .10 .10 .35 .60 Playgrounds: 13 .15 .25 .35 .65 Schools: 50 .45 .50 .60 .70 Railroad Yard Areas 40 .40 .45 .50 .60 Undeveloped Areas: Historic Flow Analysis- 2 (See "Lawns") Greenbelts, Agricultural Offsqe Flow Analysis 45 .43 .47 .55 .65 (when land use not defined) Streets: Paved 100 .87 .88 .90 .93 Gravel 13 .15 .25 .35 .65 Drive and Walks: 96 ,87 ,87 Irt ;9 Roofs: 90 .80 .85 l�ift 9. Lawns, Sandy Soil 0 .00 .01 iii/ 20 Lawns, Clayey Soil 0 .05 .10 .20 . NOTE: These Rational Formula coefficients may not be valid for large basins. J *See Figure 2-1 for percent impervious. 9(30459 5-1-84 7 .,..rte aimentoR COMPOSITE RUNOFF COEFFICIENTS FOR DEVELOPED CONDITIONS PROJECT : D.P.C. INDUSTRIES. PROM. t: WELD COUNTY, CO DATE : 24-Mar-90 BASIN ' B ' PROGRAM : COEFDPC DISK NO. AA - SURFACE AREA PERCENT FREQUENCY IN YEARS CHARACTER. (SQ. FT.) IMP. 2 S !0 100 STREETS PAVED 20,400 100.00 0.87 0.88 0.90 0.93 GRAVEL 0 13.00 0.15 0.23 0.35 0.65 DR.& WALKS 53,400 96.00 0.87 0.87 0.88 0.89 ROOFS 41,600 90.00 0.80 0.85 0.90 0.90 LAWNS, SD. 886,480 0.00 0.00 0.01 0.05 0.20 LAWNS, CY. 0 0.00 0.05 0.10 0.20 0.40 1,001,880 SQUARE FEET f- OR 23.00 ACRES +- PERCENT IMPERVIOUS • 10.89 PERCENT 2 YEAR 'C' = 0.10 S YEAR 'C' = 0.11 10 YEAR 'C' • 0.15 I 100 YEAR 'C' • 0.28 NOTE: ALL AREAS ARE APPROXIMATE BASIN ' B ' 900459 **************************************************************** T I M E - I N T E N S I T Y - F R E Q U E N C Y DATA **************************************************************** PROJECT: PROJ. : DATE: BY: FROG. DISK: AA YEAR 1-HR. 6-HR. STORM RAINFALL RAINFALL 2 0.95 1.4 5 1.4 1.9 10 1.6 2. 1 50 2.35 2.9 100 2.6 3.4 YEAR 5 10 15 30 60 STORM MIN. MIN. MIN. MIN. MIN. 2 3.31 2.57 2. 17 1.50 0.95 5 4.87 3.78 3. 19 2.21 1.40 10 5.57 4.32 3.65 2.33 1.60 50 8. 18 6.35 5.36 3.71 2.35 100 9.05 7.02 5.93 4. 11 2.60 • 9 � 900459 DRAINAGE CRITERIA MANUAL RAINFALL f 4 y W x `�— z v 3. �- s - a W 0 0 a a a W D: a 1 0 2 3 6 1 DURATION (HOURS) FIGURE 2-11. RAINFALL DEPTH - DURATION DIAGRAM DENVER REGION i Q�f C SOURCE: NOAA ATLAS 2. VOL III COLORADO. 1973 90®459 5-1-84 URBAN DRAINAGE L' FLOOD CONTROL DISTRICT !O • _7 YEAR ....__. J . 1O • 1... ... 30 . ...-... 60-h � ST0RM MIN. MIN. MIN. MIN. MIN. ' S 0 3.57 /1.32 3.65 i:.33 1.60 II=OEM. ■■■.- 100 9.03 7.02 3.93 4. 11 2.60 -1-1 .■.. . ■._ _. Ei _ f MU INIIMMO • -■ -� . _.m��I m ; ; 11011111111. In:IlliFiralltrial ■■. ■.■■\�■ ■#■ ■■... 1111Lill"• ;•••• 1111__�+ 1 Ir ■■■id ■■■. k _it ■■ � - - _1_4_ MOMi, ■■■ R.IIIII ..\, .. I\1■ ■■ i -� I gill ` ,�.i ! , . I �.■■•■.._ -1_ ror...sn.L 11.1 .. _ -_4 !. _. ._ .....;__: _ : _ SNIII__ Ii.s. mill. ______k_.E. : ■■H■....■ ■..staraimmill \L.� ■■ _ i .._. 11111111111. tum immas- III. �.'1�■■■■■■■■uN■■ ■w pm __11 - - ' 1 11111111111111 111111611 inni■■■...■■■.. i ■ ■■■ ■v Y .._.. C■■■■■■■■■■■■■■■ _ ■■. ■■E■ . ; _. - ; .. ■ ■■■■._i_ - -._ ....�.. __ ._. ... _..i i. . - 11111 ■II■■■■ r_I min L.�_ - -- ! 11_. :.. .■■■ ■■■ _ i __ i_ i 4 � i H 11N 111 1 Ifs' r gIilli '_ ' I -• 1: I DRAINAGE CRITERIA MANUAL RUNOFF .N) soo — 1441 r0 0 H 400 y�/�41 O rOQCO �„ 60 - ry� O'Y . , i 04 I O I 000 SO W � , I A w W W � ^ • 1 r n z Gr0 O z � 1 W ' 40 200 � .' .f/. z �� Ei J/ / G,aD" � Ei 100 J/ 4° 30 I= o A I 20 Gz�� .>jO G g0 t0 ►.. D FIGURE 3-1 OVERLAND TIME OF FLOW CURVES I71 , 900459 _ 5-1-84 URBAN DRAINAGE I FLOOD CONTROL DISTRICT DRAINAGE CRITERIA MANUAL RUNOFF 50 , 30 _ t r 1- .. 20 �' a k � W t0 2 0Q v 0. 10 ? ��' 3?y b4. IL ,W• g r 2 vSu 26 AM 0 r v_�� O. 20 v J?�` ,620J ,tiy2* �2~�� J O 5 O2O ,S r QW I. 1r alai CO .$ a J� ¢ O~ 0 W f �� yy yyW t 0 cn W 2 CC 3 2 J` 6Q' t I Oet W O tie c 2y sv 3. p 1 a 2 pq o y26 r �y . ✓ d O� 4F 3 4,0 4 O •S V {f 5 i C .1 .2 .3 .5 1 2 3 5 10 20 VELOCITY IN FEET PER SECOND FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. •MOST FREQUENTLY OCCURRING "UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release NO. 55, USDA, SCS Jan. 1975. .) 5-1-84 URBAN DRAINAGE A FLOOD CONTROL DISTRICT 900459 ._ TIME OF CONCENTRATION i DISCHARBE PROJECT-D.P.C. INDUSTRIES PROJ.1- NELD COUNTY, DATE- 24-Mar-90 COLORADO BY- PR08.- TCDPC DISK- AA HISTORIC CONDITIONS DEVELOPED CONDITIONS HISTORIC CONDITIONS HISTORIC CONDITIONS BASIN 'B' (NON-URBAN) BASIN '8' (URBAN) BASIN 'A' (NON-URBAN) BASIN 'C' (NON-URBAN) 44.44 a+4.f.4..11►..4.4HN ti DIST. 500.00 FT. ti DIST. 300.00 FT. ti DIST. 500.00 FT. ti DIST. 500.00 FT. SLOPE • 0.50 Y SLOPE • 0.50 % SLOPE • 0.20 Y SLOPE • 0.80 Y C5 • 0.01 CS • 0.01 CS • 0.01 C5 • 0.01 CH.DIST. 500.00 FT. CH,DIST. 700.00 FT. CH.DIST. 500.00 FT. CH.DIST. 1700.00 FT. VELOCITY 0.33 F.P.S. VELOCITY 0.33 F.P.S. VELOCITY 0.33 F.P.S. VELOCITY 0.50 F.P.S. ti • 55.27 MIN, ti • 42.81 MIN. ti • 75.02 MIN. ti • 47.26 MIN. Tt • 25.25 MIN. Tt • 35.35 MIN. Tt • 25.25 MIN. Tt • 56.67 MIN. Tel ■ ti+Tt Tcl • ti+Tt Tcl • ti+Tt Tcl • ti+Tt Tcl • 80.53 MIN. Tz1 • 78.17 MIN. Tcl • 100.27 MIN. Tcl • 103.93 MIN. (10 MIN. MINIMUM) (5-MIN. MINIMUM) (10 MIN. MINIMUM) (10 MIN. MINIMUM) Tc2 • L/180+10 FINAL Te 80.53 MIN. Tc2 • 15.56 FINAL Te 100.27 MIN. FINAL Tc 103.93 MIN. Tc • MINIMUM Tcl OR Tc2 FINAL Tc 15.56 MIN.-URBANIZED 10-YEAR DISCH. 10-YEAR DISCN. 10-YEAR DISCH. 10-YEAR DISCH. 1.a.+.414+4 C • 0.05 C • 0.15 C • 0.05 C • 0.05 Cf • 1.00 Cf • 1.00 Cf • 1.00 Cf • 1.00 1 1 Tc • 1.20 IN./HR. I 1 Tc • 3.60 IN./HR. I 1 Tc • 1.00 1N./HR. I 1 Tc • 1.00 IN./HR. AREA • 23.00 ACRES AREA ■ 23.00 ACRES AREA • 13.00 ACRES AREA • 64.00 ACRES 0 • 1.38 C.F.S. O • 12.42 C.F.S. 0 • 0.65 C.F.S. 0 3.20 C.F.S. 100-YEAR DISCH. 100-YEAR DISCH. 100-YEAR DISCS. 100-YEAR DISCH. C • 0.20 C • 0.28 C • 0.20 C • 0.20 Cf • 1.00 Cf • 1.00 Cf • 1.00 Cf • 1.00 I 1 Te • 2.00 IN./HR. I 1 TC • 5.80 IN./HR. I 1 Tc • 1.75 IN./HR. I 1 Tc • 1.70 IN./HR. AREA • 23.00 ACRES AREA • 23.00 ACRES AREA • 13.00 ACRES AREA • 64.00 ACRES 0 • 9.20 C.F.S. 0 • 37.3C C.F.S. 0 ■ 4.55 C.F.S. 0 • 21.76 C.F.S. 900459 DETENTION VOLUMES 100 YEAR STORM BASIN ' B ' PROJECT- D.P.C. INDUSTRIES, PROD. 1 WELD COUNTY, CO DATE- 24-Mar-90 BY- AREA • 23.00 ACRES PROS.- DVDPC 100-YR. COEFFICIENT RELEASE OF DEVELOPMENT RATE (C.F.S.) 100-YEAR • 0.28 1.38 INFLOW ■ TIME + 60 + C-DEV. + AREA + INTENSITY OUTFLOW • TIME + 60 + RELEASE RATE STORAGE • INFLOW - OUTFLOW 100-YEAR STORM DETENTION VOLUME • MAXIMUM STORAGE VALUE TIME TIME INTENSITY C + A INFLOW OUTFLOW STORAGE (MINUTES) (SECONDS) (IN./HR.) (CU.FT.) (CU.FT.) (CU.FT.) 5.00 300.00 9.05 6.44 17,485 414 17,071 10.00 600.00 7.02 6.44 27,125 828 26,297 15.00 900.00 5.93 6.44 34,370 1,242 33,128 20.00 1,200.00 5.20 6.44 40,186 1,656 38,530 25.00 1,500.00 4.60 6.44 44,436 2,070 42,366 30.00 1,800.00 4.11 6.44 47,643 2,484 45,159 35.00 2,100.00 3.80 6.44 51,391 2,898 48,493 40.00 2,400.00 3.50 6.44 54,096 3,312 50,784 45.00 2,700.00 3.20 6.44 35,642 3,726 51,916 50.00 3,000.00 3.00 6.44 57,960 4,140 53,820 55.00 3,300.00 2.75 6.44 58,443 4,554 53,889 60.00 3,600.00 2.60 6.44 60,278 4,968 55,310 65.00 3,900.00 2.50 6.44 62,790 5,382 57,408 70.00 4,200.00 2.30 6.44 62,210 5,796 56,414 73.00 4,500.00 2.20 6.44 63,756 6,210 57,546 80.00 4,800.00 2.10 6.44 64,915 6,624 58,291 85.00 5,100.00 2.00 6.44 65,688 7,038 58,650 90.00 5,400.00 1.90 6.44 66,074 7,452 58,622 95.00 5,700.00 1.80 6.44 66,074 7,866 58,208 100.00 6,000.00 1.70 6.44 65,688 8,280 57,408 105.00 6,300.00 1.65 6.44 66,944 8,694 58,230 110.00 6,600.00 1.60 6.44 68,006 9,108 58,898 115.00 6,900.00 1.55 6.44 68,876 9,522 59,354 120.00 7,200.00 1.50 6.44 69,552 9,936 59,616 DETENTION VOLUME • 59,616 CU.FT. OR 1.37 AC.FT. 91/2..®459 DETENTION POND D E S 18 N PROJECT- D.P.C. INDUSTRIES PROJ. N0.- WELD, COUNTY DATE- 24-Mar-90 COLORADO BY- PROGRAM- VOLDPC DISK- AA CONTOUR DELTA AREA VOLUME CUMUL. CUMUL. (FT.) DEPTH (SD.FT.) (CU.FT.) VOLUME VOLUME (FT.) (CU.FT.) (AC.FT.) THE FORMULA USED TO CALCULATE THE POND VOLUME IS THAT FOR A 15.60 0 0 0 0.00 FRUSTUM OF A PYRAMID OR CONE 0.40 -------------- 16.00 800 107 107 .00 V4/3(A+8+(A08)"0.5 1.00 WHERE 17.00 8000 3777 3883 0.09 (*DIM IM 1.00 A-SURFACE AREA 18.00 22500 14639 18415 0.42 B•BOTTOM AREA 1.00 19.00 72500 45130 59768 1.37 PUN° •CIL_IMF. 15.5 I - ---�-- i _ r 100-YR. VOLUME • 39,636 CU FT. r 7%5 AL_Etalatar0 in 17 L\ __-------.-.__-_ ___.__ _ __--1 . - Ci 40 '`'3C O459 CUMLLXIIVE: Vi:LUM:° IN CUB Ft5T 6 DETENTION POND RELEASE DESIGN PROJECT : D.P.C. INDUSTRIES, PROJ. 4: WELD COUNTY, DATE : COLORADO BY : PROGRAM : RELDPC DISK NO. AA ORIFICE 7.40 ELEVATION DEPTH INCH DIA. COMMENTS (FT.) (FT.) ORIFICE 17.60 0.00 0.00 BOTTOM OF POND 15.80 0.20 16.00 0.40 0.32 16.20 0.60 0.47 16.40 0.80 0.58 16.60 1.00 0.67 16.80 1.20 0.76 17.00 1.40 0.83 17.20 1.60 0.90 17.40 1.80 0.96 17.60 2.00 1.02 17.80 2.20 1.08 18.00 2.40 1.13 18.20 2.60 1.18 18.40 2.80 1.23 • 18.60 3.00 1.27 18.80 3.20 1.32 19.00 3.40 1.36 100-YEAR PEAK POND ELEV. 19.20 3.60 1.41 (HISTORIC • 1.38 c.i.f. 19.40 3.80 1.47 10-YEAR FLOW) 19.60 4.00 1.49 19.80 4.20 1.53 20.00 4.40 1.56 TOP OF BERM ORIFICE FLOW- O•CA(2GH)^0.5 WEIR FLOW- O•CL(H)^1.5 3..#0459 oot COMpleae iteme:.1,arr l 2 when aapRNonal'eersitlee.am deWed. Gomm*enGomm*Mints ' Put vow address it the"RETURN. TO"Sone of the reverse side.Failure to(M INS will prevent tn4 card QQq from being returned to you. 11 r i �" T1 41U N}wlY.Fa ed e e o ow .wraps.me Erma nw t poetfloor flea J W ono c efl for'deniers!servlotlal rogue J. < r. 1. C Show.to whom delivered,data,and addressee's address. 2. O Restricted Delivery m �. ,, -!Ferro clwrtrl (Erma Martel rn Cl y m u, . 3. A,eNIe..Addfeseed.to:,.:.:..� ... .. L Article umber W • 12. - 77,f r u. g W JOHN S., JR., & JANETTE v_ ni et ni to N AREND$ Pa of Service: 23743 I-76 ACCESS ROAD �!Rwatered G Mwrad C � d rat o HUDSON, CO 80642 e�j.ertiht< 0 COD LJ Express Mail ❑ 'glum Rapel�ott ,, � _Jr Menton in dW LL s pd C *Men obtain signature of additives H W Y 4 r i V ° ^'^✓ w epwu arW DATE DELIVERED. d e i w 6..$IQrRtu euey� 8. Addresses.*Address (ONLY If ra (/ GCO t+t O gg X Li'v�0 . . re9veatrd and fie Paid1 nv y o. d , _0 e — gent '. nil en x an" 7C Dam.Of Delivery �' "a�/9 d PS Fong 3811,Apr. 1989�jJ / DOMESTIC RETURN RECEIPT 1 C�� 7.90190 /`z.o6i i a 1. 4 t.y serincasere�V um. . ,d,•,e . W c w 4.7...-74:„...--...,74147;...z eted. 1. C Show to whom delivered,dm,and addressee's address. 2. C Restricted Oellywy aCa Mira charge) �ry ltYrm ri vael W 3. Article Addreseod to - 4. Article Ntx(Ew nber oe 91a - 79a Iu c W M1 it A W O JAMES, TIMOTHY, 6 DAWN ERGER T ci Swett& F t1 .d � � 16521 E. 121ST CIRCLE Registered �' Insured o w � r L BRIGHTON, CO 80601 CG express MW O Re Dm Rees+ 0- ct .n � E .L O O N U Alwsye obeNn gig rlettne of Strewn in u.a- z " "^" _ or agent end DATE DELIVERED. to i if 2 Fr .. ty - 6. Sqnature .-A S. Addressee'',Address ONLYP a U W F `� X y�}�. � revealed and fee paid) ¢ ti;N za) 8..,6I nature -Agennt sOa � " X I-),"" f . ,..„9n„ • 7. Date of Delivery YAV' 11 ,O[a """ x PS Form 33811,Apt. 1989f�/�//!�� ..5—i h0 /�LO�oy%�C RE7LRN RECEIPT v .� A.f/�/C:. 8+43 eop"o re�turneTt to ypy�lie'rsr"!n/e i DT/g5 y rihstr fe jerr av i56fh'₹ lt post c„Ayr for 7r re the s�q libation) for ads dional ser icehld equestregd aerv(cea ere ave.TsUTe.Z'oneu Consult stm[';er`ior� •ino_4heShhawolltfoMw)whom delivered,date,and addreeswiti adores.. 2. ❑ Restricted Delivery J Ll (Ewa chary) (Eare charge) < 3.. Articie Ace:Pse d TO: 4. Article Number r+ o�_, E v 9Ao2 -7-1Q 1 W ti JOSEPH G. b SHIRLEY JEAN Ire of Senile,: n lI lv P w C) IANELLI U Registered ❑Insured a lag N 7451 WELD COUNTY ROAD 49 �f en"°d �� R cr cc Pe � r.F HUDSON, CO 80642 ❑Express Mau" Ole, '' ham' ^N O a0 Alweve obtain signature of addressee -O LL Y. O •.. , , .., reagent end DATE WLIVER -. af) pg I-4 C- .4 a c-) S. S A 8. Addressee's and feeerod) Y if w r X' ../�. requested tlad fro Paid) O. w w ?ti $ 8. $ I+7f cc x d - o i- W N - to ti- co 'rt r] '' t 7. Data of 4elivery O n 'D .e rr, _. PS Form 3811,Apr. 19801 f3 s/ej/30, /_e) ^Z. _ _ ppMESTIC RETURN RECEIPT r Put your"address id the"RETURN TO"Space On the Wares eed.Failure to do this will prevent this Card from being rstumed In VW. W T�� retyvmm rapspt t ,Y"'Prevyte Yeti tho rpm$Qt that s° ,:gt to,nq J ..a Noce qf 1 For areill ns{feea the elbWing dery a ere available,�onaurt pptmsate�- r(o and cheek .,, Me)fa additional nerviest.)requested. < ., 1. C Show tO who m CO SS.date,and eddreasea's address. 2. ❑ estricted Den' pit Ma a charge) R(Ferro charKl efiv w S 3. ArtlCle Addressed to: 4. Article Number C M _._.. ..r 98�93Q ry a `O9 • JAMES F & DONALD KEITH BELL ?.xPe of service: 0§ nna 0 Mewed — o � N 7447 WELD COUNTY ROAD 49 Red ❑coo cr cc C � t•,E �' c 8. HUDSON, CO 80642 O Express Mali O j hg4 .D In u. i, O 0 c0 t' Always obtain&pn.wre of addroa.es g W C $ W$r _ '*gent and DATE DELIVIIFIED. 4 �. c rWj —6. Signature Add � T_ S. Addressee's Addrbee /ONLY(f W¢ W a 7 1'', X ,YHfti_ F /-YJL 'apse:fed led ler paid) i ^ m I n O. minima —Agent •a ln^ i ` X `p Ni = '• 7. Date of ell ry - 5-//- 90 • PS Form 3811,Apr, I �" .DOMESTIC RETURtaagicen PG' /3o 9q_ _._PE-Aoce9mntaica___ _ . �� eM, . -_._ . r0!��..40,104ta 6„.,r end.2 when,addition f damage. deeded, arid clomps n m Put Your widens In'tle' RX TO"Sam on the melee side.hews to do tN►wilt prevent shill and I horn Mtp returned to You �yq�{p� 5q_ ' ' :She date of delivers For addl�i$is�IoFo-w�re are WI er�or aN and check tm(ael for addRwryl I rakWI*,repo •" ` 1. 0 Show to whom Slivered.date.and addressee's addrea. 2. C Rsatd te0['silvery ,r (Saga thaw) Brrra J i 3. Article Addressed to 4. A Numbera1 - - 4 , ,._ ........... ..........._.. ,,. cr W _ ON � a- 2 o kj ZELDA H. SHAKLEE T of Service: g 7495 WELD COUNTY ROAD 49 'ce�m^d ©su� o ce z a4 N HUDSON, CO 80642 • D" u!S" o F o n, FxFen Midi ❑Rot R V$ E co i Always ohtein signature of endressee -a CCIrn 0U.3I U �^-�•.•� or spent and DATED IVE in F �, 0 �5. Signature �-Addisofn*, 8. Addressee's Address (ONLY if O. W g • a (.J E X �A� +. ST requested erred fra paid) u x z T 8. Si re •-Agent K am v�i t X w N4 , 7. Data of Delivey - N N x no 4 S—//46 // qO j _ FS Form 381i,Apr. 1989A c DOMESTIC RETURN RECEIPT 5/30 9_0 e.kce.091 YVM F I(Ig yr r divel For Sad�F�anjif�ae�W swatµ sonoCOs ere eve a e. .WOW t onetmasta o. ear a�deck.box es)ter additionalt servigtel requested. f 1. Show to whom delivered.date.8110 addressee' 's address. 2. ❑ Restrierd Delivery i. .. (Faro charge) (fours charge) - 3. Article Addressed to 4. Article mber a e ._. _._. ... .. ei-- -igg c 0 a o s u, JOHN T. GRATTAN Ire of Service: n 24963 WELD COUNTY ROAD 16 Li RaWate.ea 0 bowed ry ' a o KEENESBURG, CO 80643 ac"'t"'ed coo a0 W ta b. at t ❑ Express kiss ❑fnOt crier er U $ F . r 7. Z O r AhwaW*!resin signature olatldnaaas „p C a NO V .. or spent end DATE DELIVERED. to U. a 6F U 8. SI Ad$2mwee; 8. Addressee's Address (ONLY 1f in l- E`a oL F1 c S X e _ requested and fee pond) a U • x c7a 8. S nen" -WI �' W F M W '. X a OF 7. Date of Delivery o at tals *n+' S10'70 FS Form 3811,Apr. 198/901. S. f DOMESTIC RETURN RECEIPT /30/90 ,x,[..01479/ . v 3&MY 4. - . _ .. Putyour address In the"RETURN TO"Space on the reverse eide:FeNure to Midas wilt patient Om zsni ' from being redwood to you.The return mein fee will,ptgvaayo (le name Of the dgrg9n gol?ver@d tq*M I endvet f delhery,For addgorwl fee the towing aervice6 arre`Saileda Consult postmaster for in: heck basher)roe addrtronal aerviCelal regulated. . 1, C Show to whom delivered de rv,and ed s'8 dresee address. 2. 0 itsrtoned Delivery -f Ow chary) (inn Norte) e Q r, O, 3. Article Addressed to: w ».. 4, Attica!Nu bern pry t` o x a a �8�i 7Q n C._5 I e WILLIAM R. a SHIRLEY L. Ire of Service: M1I =,.„s �s � 0 GRAYBILL Ll Registered ❑Insured b to i P „ 7488 WELD COUNTY ROAD 49 ®co, fee ❑cocoa naoeio� e- v"W x F .00 HUDSON, CO 80642 © Express kteip ❑for me c wndW cc cc k b O oD 8 , Always obtain signature of addresses yt k,g� rt V u. - _ J� or egmi and DATE DFIroERED. h er g •rg M 0 5. Sip n 'a Address (ONLY if CL 0 r w n x 4 & ,n�'°'"'�,ad requested and fee paid) cc 1 >c o rt' _ 3 8. Ignaturo »P ant ` .a � m q a (-) X / rw ,T 7. Oat,of Delivery q 7 a Iv. x ens S -ir o[ J F 7 ._____ - . FS Form 3811,Apr. 1989ce„ ... DOMESTIC RETURN RECEIPT SO AO P&FW a win,. —� Put your'rinse in the"RETURN TO"Space ognq tin reverse sods. Fortin m d�oo this will pre.';nt Ors bard from being returned to T1y.ptym M Iollow yTlr�la.-Cmrsuh and I Ihheq dp�p f yen ry odd rtional tees i f ng�ssrvres ere we,a ppatm*.gi?u'rc e7—ea .i and checlk boxleal for additional servicaen requested. - 6 � 1, C Show to whom delivered,data,and addressee's address. 2. C Restrkte0 Delivery a ;fitra there.) (Extra charge) .A 0 XX, c, `? in 3..Artois Addressed to 4. Article Number 9S21-7-2 40 IN- lik[4 ROY D. AND DEBRA L. STARKS Typo of Service:�I� fu w z, ^t ae w 7420 WELD COUNTY ROAD 49 • 0 Regstered ❑ Insured p Ep" HUDSON, CO 80642 �Cenited d co9ot!mn sapoeeyydt I Oa w h o O Express Melt ❑li aRrdhgnSa i tst ._ A V Always obtain @WM,*of oor moss. ul rag $ 0 V -- "^""""-----^ ... To, or agent and DATE DEcIVERED. µ�,71 6. S b, Addressee's Address (ONLY tf a w • S z �' " X ,C7f� ,/)� rrgaesnd and fee Pte) 0 q 0 "/ 0 ria A a 8 O. Sig eon —A 0 .t• 0 coy X aG m 7. Dote of,Dellvery e. N.) N— 9 a FS Form 3811,Apr. 1910/V27-750/90 MESTIC RETURN RECEIPT 9Cu46-9 �: , � 7� PLo409 �� • ;utak Complete poxes.1.and,2 mhen additional anion we desired,and*rapists nem Sant 4. w ,t Put yeweddies.in-the•'RETURN TtY'Spitz on the*Mewl aide.haunt to dp WawMi Present a cane '. from piano returnecno you. w 1 n�ra-m�e�Of�tha l ron 2151011Q�9 7 F0r renewing•irvbee fire en •W+.A !10abintorroor Tan i ,. Ai o •es or additional MrvbN.l requested. ,1...d Show to whom delivered,date,and addraaaai s address. 2. CI P.sexrieted Dietary C fal (Eta aerie) Mara Mary) e re. x. 3. Article Addressed to: ,..r..._ _ 4. Article �y�pr��pr�// 7 "`). al I`▪ al °L DANIEL 6 PRESS PETER T�ywW of Service: fL G igs F" $ C/0 PETER PRESS L-1 nine I�wrw w o I�certitwe Cl cooym .caq §i ° y N COOPER 22 CRESTMOOR DRIVE 0 EaReaeMail ❑f� cRher_ndtM CC c to to too CO 80220 • O y e4 DENVER, AIwrY• n}Iprutura o/*donned qG a d aemt end DATE DELIVERED. i'll y y cd c..) re> t la,_..., a 8. Addressee's Address (ONLY itj ty b W N W `' rtpyerred awl fee geld) a W r7 W d. a ,* 2 a7 Mow `\ - o, p. d i Wnat n—Agin l ,` `�� og � x • / , D U V o ''n' ' 7. Date of Delivery ` yj.. .', 1 , S--l'1.-g'6 r.�� " , i PS foam 3811,Apr. 1989 DOMESTIC RETURN RECEIPT ,1 -J�� liO PtOtocl .redshacM fwxlesl xw a$dRiTi�l�iNivke. recesxi- 1. LI Show to whom delivered,��s1^d addressees address. 2. ❑ Restricted ra Mtsry _r —4. Artie' Number 3. ArabfaAddruead to:.,, .._» ._ e/S — 78{81/ a 0 q rn 1, ( V sO p>Y d , "T ae of Service: t` 14. s q IV ergarem! 0Insured 6 P VAN P. WERNER ,ca,,,f� ❑COD do ¢2. a N I 6997 WELD COUNTY ROAD 49 d Ewen Meet 0 cfrVi ctatri a D" v F 4•T k .HUDSON, CO 80642 Always obtain eipnatw+of edtlre.aes `g Q Y¢ o p sport and DATE DELIVEPED. trl O�g LL W O _--- J 8. Addressee's Address (ONLY it u1 a.2 V O I S. S Ye" yQ' 7 �:... relocated and fm'paid) I tl W F O U yy �$' t x WZ M' _p ' O. rpneture Agent . cc 04Ot & 4 x 7a a `"pa n I V 7,-Date of Delivery a n"vo x sr-//-`O DOMESTIC RETURN RECEIPT 1.. P$foam 3811.Apr. 1989 ,9 ' 5/.30/90 Pi-olo9/ • Put your adds**in the"RETURN TO"Space on tM reverse mils.Failure todo this will prevent the card *OM being re':umed t0 Youe� ila g WV 1hO 7 Ira � PI der•pt_ for ere t tap aery ae we eves s • t patmaster of ass _end Ffe b boa es VO add Wen ,date, Y requested. 1. slew xo whom dellwrotr dear,nn0 addre•eae's address. 2. O (Eantcted Delivery J (Extra charge) (Ears reardy 4 3. ANcle�Addressed to: ,... . 4. Article�lµmgrr�f. J�� m ,,, O o w s w RON AND DIANE MAYNARD T1pe of Service: r N z a 12600 E. 114TH AVENUE �] Raglattned f p�p inKi tU (t `e e Z 41 b I COD Roebt HENDERSON, CO 80640 iyr MwciNndes b W I3� S � o ❑ Edema Mail Always obtain brat"of addressee 0▪ O K 7w7, %I' O ,.,, �," or pent and DATE DELIVERED. ul l-.- 6 w U b. S�pr�tyre Addree ,mm�� 8. Addessee's Address (ONLYV t/1 0.g≥≤ i0 '� z t a x ip regetntd and fee;mid) MO w '' -yew 8• Signature —Agent _ O O w L x. pc y s an„ ` - 7. Date of Deli — PS Poem 3811,Apr. 989 7. ��L.O ��N_�/DOMESTIC RETURN PECEIPT owir_o eckvox—urrore`ddh oroorsrvkui.�t�adf `vU� 1. u show to whom delivered,( d and addreeede's Wawa. 2. ❑ � charge)livery 3. Atticle/uldteses0:,to:__.,. _ _ 4„„•, 4..Artie Number o o HELEN L. HULL Tips of s2 ll O U ReEatend El Inured m w P.O. BOX 488 ce ties ed o coo M1 HUDSON, CO 80642 l Exams MM Q"IzArjge tia c V g i N AMWe obnlr alarnura of eddreeeee a i . A /+` or*pot ono DATE oEUVpIEo. _ D' O : c ,.,.q.q�d.�papeea 8. Addressee's Address (ONLYV— ill w J a0 ass IroJ /. / // rrgeerted and fee 0 ) to I—r= x m 3 iti,.J/lt{ ��l} tr'1 W;f x V � �.... ignature —Assent a w ao & r, x cc Z as O g s 7. Date of Delivery Q •. . w o co ln„ 1 S—/O - / d .' A9tt �— DOMESTIC RETURN RECEIPT PS Pam 3811,Apr. 1989 900459 _� �:�an S: cvnpi iteas Virt2.when;�addRbngl erendoer.n OaafIC trd•ooMWlaa Arad T NAVIN,'eddreu Ink W#14ITURN TO"80066 onMo nsen&aide.Figurate. do thki will gra ent thie card.� 85..dgis of.delbaly fa�f �rstNefle wine 4Ji N4Ctandt worm or fiM y -.iws�qhook Dales for&Mien&servkelsl requested. i 1, ❑ Show to whom degv da�and addressee's address.. 2. O ResMated Delivery Z lima chase) • a in 3. Article Addressed to 4. Articy.{d(umber / .. el I ON DONALD LEE 5 HELEN HOPE BABEON . T t»°} a entice: cal O W .T Rp4ts ed (3 insured o c 6687 wB'LD COUNTY ROAD 49 Grader L7 coo i' r ip x HUDSON, CO 80642 ❑ Express M fn.au ❑ R CC is V e 8 x x Ahveye obtain signature of addressee .. w } N Q. cc�3 w F .,._._ �_1��1 'j'"� or agent and DATE CELIVER'eD. O S 5 COO 6. S�Ii1pNrPPae)r \ %Q 8. AAdroesar:s Address (ONLY if ``JM JxJx�� reddened and fee Pad) Z7 k42 moo e X , w$ w 0 (a a}} �tgneture -:Agent . CI. w ass M' a1 X CC ❑ 2 p n 4 I. Dote Of Delivery zc0o S- 78.r 967 all, 8 � _ PS Roan 3071,Apt. 1989 /^/09DDME9TC RETURN RECEIPT Md ig 91 Belly irFol n a Ms t 0 Ow�rq der i ens ever n s. °nsu i postmne=feea • yyheck bones)for additional servica(s)requested. 1. U Show to whom delivered,date,and eddesases•address. 2. ❑ Restricted Delivery (Eva charge) __ (Extra charge).. 3. Artre)e ress Added to 4. Article N ber (�'� —78b t . ape of Service: o rn N SHIRLEY A. JACOBSEN RpNte ed ❑ Inavned 0o W>y� w 0. FRED K, AND DONNA PIPER �Gertified ❑COD 6787 WELD COUNTY ROAD 49 far M1 �� . a q U Exert*.MNI ❑ ru Q g u n M <a ,, HUDSON, CO 80642 of re phvaya obtain a odd ars 4 W or*pent and DATE DELIVERED. CI' v � Faxry �.._ Q a oC� zp N 6, 8. Adldrsasede s Address (ONLY iJ - .D LL u`' C8 000 X --c."........... n4.>E�rcd a�fir paid) do r 2 � V i d.�.— -T yI d O $l ipnatero — em -T 460 U X ':. X d iv m X 2. '� &3 I 7. Dery of Delivery a S a °0 ^" i. PS Form 3811,Apr. 1989 S� DOMESTIC RETURN.RECEIPT tow so X 198W IC d0�% ,Oi-C(09/ .- . oSENDER: Complete items 1 and2 when edditbnel service. ere dsaved. and complete. Rams 3 and 4. Put yourbong g r address in the"RETURN u, rmum Space on 1�ln�•Failure to do this will pe gl end from beln0 returned to you.ctio mum rpChee, t I1kpS ng I tnv^.4� pas ro d�e of peih/ety.For eddlitioM rep r 10 n anrvices are evade e. Mu t postmaster or tees midaheok bones)for additional serviceisl leaven 1. O snow to whom delivered,date.end oddreeew's address, 2. 0 Restricted fie)livery J (Earn charge) • • 3. Article,Addressed:to: _ 4. Mu le Number _ ., ._ . , � 8� 7 79 N eat O T p.of Service: r. k. a DALE J. AND A.L. OVERTON Registered Clleaned w .. e 333 W. HARDEN #515 CORRiW ❑eco o cc � 'o in ENGLEWOOD, CO SO.I10 bons Mau ❑;"r Reel W in O D" U S; r•it, ae ro o/addressee Always obtain signals .D. 2'4' • 14 .-..---�•-----a--- .- a agent and DATE DELIVERED. � Oi! 6w0 m w in V "ter 8• Ad„reasae'e Address (ONLY iJ r ±; -5. Signet." Addresass requested and fee paid) a$ qq i X a V 36 » Agent d art en Z Ph, 7, OE of Delivery •dr//�JJyy q f+M1 v4.1 i /t4.-.— ,(•I l'/1/y �/� /�O�/74� MESTIC RETURN RECEIPT '. PS porn 3811,Apr. 1989 AyC _ �1 Y 7! . _ your—dross in the"RETURN TO•'Spate on tna adverse aide.Failure N do true will prevent thus two from beinglreterned to y0y 7 19 11( tae will ille yny 1M rums W the�� I f ed torsi aE >`dtlixetia,For RbMi fees Ma O owmp. visa, are ova,ablu.ConSU t pOstmaatst or des aid creak bosh's)for additional earvecefal requested. i-• 1, ❑ Shaw to whom delivered,date,end addressees address. 2. C Restricted Delivery —i .+ - (Extra charge) Rata charge) _ r 4. Art Ie NuMbor 4 3 Article Addressed to JT1 �� O 3 N w" v _ Toe of Service: M1 it.;Y.5 U dr. r - DPC INDUSTRIES, INC. U Registered 0 Insured �N H N i C/0 ART NIEBUHR EL Candied CJ coo o W V 1 ace FN• P.O. BOX 24600 —� Exfawe Melt ❑N« R «pp °- M C E w r o HOUSTON, TX 72299-4600 ;".Ahem,obtain signature of addressee M 21 v7 qq �,•,^,,,,,,,r,,.re r arm aMe�/iTE DELIVEP.FD. ul Wks F�•" HN F 7 N I—x"" N x �r 6 SI n 8. Addr•osee•a Adldress (ONLY,' 0. 0.• V 2 Z ETA m O x �._ :rv(atred and Jn paid) W "" , 0 � 1 6. Signature — gent m c o o n a. is , x GU Di• x _ar„ i. 7. Det /(�/nfve �f i ��J��r�'/� � oQMESTIC RETURN RECEIPT i ►S Form 3§ pr. DT`C w X90 (PMESTI� 9(,0459 w�:w,: _ _ - RESOLUTION RE: APPROVE PROFESSIONAL SERVICES AGREEMENT WITH TUTTLE APPLEGATE, INC. , AND AUTHORIZE CHAIRMAN TO SIGN WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of weld County, Colorado, and WHEREAS, the Board has been presented with a Professional Services Agreement with Tuttle Applegate, Inc. , concerning a Substitute Water Supply Plan for Geisert, Hokestra, and Koenig Gravel Pits, and WHEREAS, the terms and conditions of said Agreement are as stated in the Agreement, a copy of which is attached hereto and incorporated herein by reference, and WHEREAS, after study and review, the Board deems it advisable to approve said Agreement. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Professional Services Agreement with Tuttle Applegate, Inc. , be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 30th day o£ May, A.D. , 1990. ` � BOARD F COUNTY COMMISSIONERS ATTEST: 1 WELD Y/,/COLORADO Weld County gerk and Recorder ./C and Clerk to the Board Gene R. Brantn*titman CGe ge ennedy, Pro-Tem eputy County er APPROVED AS TO FORM: _ nnss ante L. Harbe C.W. K rI County Attorney Gordo c Ard oOc 7 ee, �o'%�/ (�( �) 900462 TUTTLE APPLEGATE, INC. 11990 Grant Street, Suite 419 Denver, Colorado 80233 (303) 452-6611 PRC:::SSIONAL SERVICES AGREEMENT May 25, 1990 This Agreement is made between TUTTLE APPLEGATE, INC., and you, as client(s), herein called the Client) WELD COUNTY; 915 Tenth Street; Greeley, CO 80632 This Agreement directs TUTTLE APPLEGATE, INC. to perform the following work on your behalf! Substitute Water Supply Plan for Geisert; Hokestra; and Koenig Gravel Pits (See Letter Proposal Dated May 7, 1990). We anticipate this work will take (time estimate) two (2) months. This anticipated schedule is based upon a reasonable estimate of time required to perform the work and does not include allowances for time required for Client's review and approval of submissions, approval of authorities having jurisdiction over the work, and other delays beyond the control of TUTTLE APPLEGATE, INC. For performing the above work you agree to pay TUTTLE APPLEGATE, INC. the following feel $2,500.00 for each pit or a total of S7,500.00 (See Letter Proposal Dated May 7, 1990). $1,000.00 for meetings and negotiations with the State Engineer's Office (See Letter Proposal Dated May 7, 1990). Because TUTTLE APPLEGATE, INC. will expend time on your behalf before submitting an invoice, we may request a retainer before the work begins. This retainer will be S - 0 - and will be applied to the last invoice. Work will not begin until the retainer is received. TUTTLE APPLEGATE, INC. will expend certain out-of-pocket costs on your behalf for which you will be billed. Sometimes these costs are requested ahead of time. At other times TUTTLE APPLEGATE, INC. will pay these costs and bill costs plus 102 of such costs on your monthly invoice. Reimbursable costs that you will have to pay may include application fees, long distance phone calls, registered mail, couriers, auto mileage ($.25 per mile), travel, meals, lodging, photocopying, photo reproduction, offset printing, diazo printing, and other costs. TUTTLE APPLEGATE, INC. will keep all original work. Pencil and ink originals require special storage which TUTTLE APPLEGATE, INC. will provide. Also, it may be necessary to refer to the originals later, and TUTTLE APPLEGATE, INC. is in the best position to answer questions and interpret the work. Invoices will be sent approximately once per month on a twenty-eight (28) day billing cycle for all work performed during that cycle. Invoice amounts are due and payable in full within fifteen (15) days of the invoice date. Accounts unpaid after the fifteen (15) day period shall be in default. If any account is in default, a late payment charge may be imposed computed at the daily rate of 0.044 (annual percentage rate of 152) obthe overdue balance, and accrued and compounded daily. ,7(61462 Professional Services Agreement TUTTLE APPLEGATE, INC. and WELD COUNTY May 25, 1990 Page 2 Work may be suspended on all projects for any Client whose account is in default and materials and information relating to the work will not be released. Notice of suspension of work will be sent by regular mail to the Client's address. TUTTLE APPLEGATE, INC. will not be responsible for any penalty or hardship and will not be liable. Any account remaining unpaid for a period of sixty (60) days after the invoice date will be subject to a mechanics lien, collection action through a collection agency, attorney, small claims court, or other legal action deemed appropriate. Reasonable attorney fees, the expense of collection, cost of lien and lien proceedings, and/or collection service fees will be added to accounts in default. Time spent by TUTTLE APPLEGATE, INC. personnel in the pursuit of collection will also be added to accounts in default, at the standard hourly rates then in effect. If a bill is to be questioned in whole or in parr the Client must contact TUTTLE APPLEGATE, INC. by telephone or letter within fourteen (14) days of the billing date. If this is not done, the bill stands correct as sent and must be paid in full. In the event the Client shall require changes in the scope, character or complexity of the work to be performed beyond the scope of this Agreement and said changes cause an increase in the costs to TUTTLE APPLEGATE, INC. or time for performance, an equitable adjustment in fees and completion time shall be negotiated between the parties and this contract shall be modified accordingly by a supplemental written agreement. Any claims by TUTTLE APPLEGATE, INC. for adjustments hereunder must be made in writing prior to performance of any work or services covered in the anticipated change order. Any change made without such prior agreement shall be deemed covered in compensation and time provisions of this contract. TUTTLE APPLEGATE, INC. warrants that our services are performed in a workmanlike manner, as directed in this Agreement, and with the usual thoroughness and competence of the civil engineering, planning, landscape architectural, and consulting professions. No other warranty or representation, either expressed or implied, is given or intended in this Agreement or any of our work for you, including but not limited to proposals, reports, and drawings. Additional agreements or changes, Signed and agreed to on the last date below: TUTTLE APPLEGATE. INC. Client: WELD COUNTY Sr ) � pprAAD OF COMMISS ONERS Sy, !• / By:, Gary J.,Tuttle Gene R. Srantner Title, Principal_ Title: Chairman Date, May 25, 1990 Date:, 3�. /'90y 900462ATTEST: Rev. 07/89 Dep ty County Cler Gene: I • Please add as item #10 under New Business - Consider Profossional Services Agreement with Tuttle Applegate, Inc. , and authorize ' Chairman to sign. • • 900462 TUTTLE APPLEGATE, INC. 11990 GRANT STREET a SUITE 410 - DENVER, COLORADO 80233 (303) 452-6611 LETTER OF TRANSMITTAL TO Weld County DATE 5/25 JOB NO. p9n—, a9 915 Tenth Street ATTN Lee Morrison Greeley, CO 80632 RE_Subsrirnrn wZrnr cr.nply pine WE ARE SENDING YOU THE FOLLOWING ITEMS: ® ATTACHED ['UNDER SEPARATE COVER ❑ PRINTS C]PLANS ❑SPECIFICATIONS CICOPY OF LETTER ORECORDING MYLARS Q- NO.COPIES DATED SHEET NO. DESCRIPTION 2 5/25.90 Professional Services Aareement • THESE ARE TRANSMITTED I7 FOR YOUR USE c ,APPROVED A8 NOTED O FOR APPROVAL Q DRAWINGS RETURNED AFTER LOANED TO US p OTHER REMARKS please sign and return one copy to our office. COPY TO File #P90-129 SIGNED Gn `0 "ifa 960462 RESOLUTION RE: APPROVE ROAD IMPROVEMENTS AND MAINTENANCE AGREEMENT WITH FRONTIER MATERIALS, INC. , AND AUTHORIZE CHAIRMAN TO SIGN WHEREAS, the Board of County Commissioners of Weld County, • Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the • affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with a Road Improvements and Maintenance Agreement with Frontier Materials, Inc. , and WHEREAS, said Agreement concerns increased truck traffic due to a Use by Special Review Permit granted to Stromquist Farms and Frontier Materials, Inc. , and WHEREAS, after study and review, the Board deems it advisable to approve said Agreement, a copy of which is attached hereto and , incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Road Improvements and Maintenance Agreement with Frontier Materials, Inc. , be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 30th day of May, A.D. , 1990. 4 • _ BOARD F COUNTY COMMISSIONERS ATTEST: 4, C�nJ WELD Y, COLORADO Weld County721)704,-;44,04:0 lerk and Recorder• /G and Clerk to the Board e,nLe.�R. Brantner, . C_a rman ^\ i y l '414 jThiiv214 , (;),„ ,,, ) George Kennedy, Pro-Te Deputy County Cerk APPROVED AS TO FORM: ns ances eg rt � C.W. Kir y Gil I County Attorney Gor on . ac el 900463 Th0 777 Ce: ' �') _ ' � ,..- COUNTY OF WELD, STATE OF COLORADO ROAD IMPROVEMENTS AND MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this �Qth day of May 1990, by and between the COUNTY OF WELD, STATE OF COLORADO, hereinafter called "County" and FRONTIER MATERIALS, INC., hereinafter called "Frontier". WHEREAS, Frontier has obtained a Use By Special Review Permit for an open-cut gravel pit and asphalt batch plant located in parts of Sections 20 and 21, Township 2 North, Range 68 West of the 6th Principal • Meridian, and WHEREAS, said gravel pit and asphalt batch plant have generated an increase in truck traffic, and WHEREAS, the County roads serving the open-cut gravel pit and asphalt batch plant are not efficiently supporting the increased truck traffic, and WHEREAS, the County and Frontier have reviewed proposed paving o£ the existing County roads and acknowledge they will enhance the accessibility and safety of the haul route to the open-cut gravel pit and asphalt batch plant, NOW, THEREFORE, in consideration of the mutual covenants and conditions hereinafter set forth, the County and Frontier mutually agree as follows: 1. The designated routes to be paved will be Weld County Road 5 from the entrance to the gravel pit and asphalt batch plant, west and south to the intersection of Weld County Road 5 and Weld County Road 18; and Weld County Road 18 from the intersection with Weld County Road 5, south and east to its intersection with Weld County Road 7. 2. The improvements will consist of a 4" thick, 24 foot wide hot bituminous asphalt mat with a 3" aggregate base courNa and 4' aggregate shoulders. Areas where the road is low and drainage is poor will be elevated with fill material. The curve on Road 18 will be properly shaped and graded. 3. Frontier will furnish the necessary hot bituminous pavement, base material, fill material, equipment and labor to construct thb improvements. oC0463 r. Page 2 4. The designated routes to be paved are currently County maintained roads and will continue to be maintained by Weld County, subject to the terms and conditions of the Road Improvements and Maintenance Agreement between the County and Frontier, dated October 17, 1983, made in conjunction with Frontier's use by special review permit. 5. The County will reimburse Frontier for the cost of the AC-10 liquid asphalt required to manufacture the hot bituminous pavement. The County will clean the drainage ditches at locations where improved drainage is necessary. 6. The County will inspect and replace any culverts that are in a deteriorated condition prior to paving. 7. All construction and materials shall be in accordance with the State Department of Highways, Division o£ Highways, State of Colorado, Standard Specifications for Road and Bridge Construction. 8. The County will provide testing and inspection for the construction. IN WITNESS WHEREOF, the parties hereto have duly executed the agreement the day and year first above written. FRONTIER MATERIALS, INC. BOARD OF COUNTY COMMISSIONERS WELD , COLORADO By: 6-ZeieY�La Gene . Brantner, hairman Title: f�� ATTEST: `��. .r+r.tl Weld County Clerk and Recorder and Clerk yq the oard• � 1 4 e :mwfront 900463 �� MEMORAnDUM Wine) To Clerk to the Board May 22, 1990 Dam ^n Drew Scheltinga, County Engineer 1..�' COLORADO Rom � Agenda Item wol•u: Attached is Road Improvements and Maintenance Agreement between Frontier Materials, Inc. and Weld County for approval and signature. Please place this on the Board's next agenda. DS/zw:zmdc cc: Commissioner Kirby File 900463 • • RESOLUTION ADS RE. 13N AND CTION OF is, AND STRAIGHTENING OF LD COUNTY ROAD 62 BETWEEN 6 BETWEEN COUNTY ROADS 15 AND 17 WHEREAS, the Board of County Commissioners o£ Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of weld County, Colorado, and WHEREAS, pursuant to Sections 43-2-108 to 43-2-110, C.R.S. , the Board of County Commissioners has jurisdiction over and is responsibsecondarylcounty roadways e for the twithin Weld County, Colorado,ruction and maintenance of and and ntly a need for he tion of WHEREAS there Roa 62 betweeneWeld County Roads t13 ands c 15, and the Weld County straightening of Weld County Road 62 between Weld County Roads 15 and 17 , to the extent possible, and WHEREAS, this matter came before the Board on May 30, 1990, Mand arti t that time,Lind, and Earl the JeffersBoard regarding these nts by matter Jerry Labue, matters. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Board hereby • authorizes the Weld County Road and Bridge Department to begin the construction of Weld County Road 62 between Weld County Roadthe 13 Attorney' s • and 15, and authorizes the County ad and Bridge Department to contact the landowners on either side of Weld County Road 62 between Weld County Roads 15 and 17, for the purpose of discussing the straightening of the roadway. • The above and foregoing Resolution was, on motion fl ay made and seconded, adopted by the following vote on the 30th of May, A.D. , 1990. � � BOARD OF COUNTY COMMISSIONERS ATTEST: WEL UNTY, CO RADO Weld County lerk and Recorder ene R. Bran er, C airman and Clerk to the B d B o • ee Kenne y, ro- eput County er APPRO AS FORM- {�7/ � Constance . H er " County Attorney C. W. Ksr Gor . . RD 00:5‘,1 o„ . e -�'.3- 900482 I .. .. e t MEMORRI1DUM Board o£ County To ['nmmi oner_a oenrdv 25. 1999 CCMAXRALIND From .2)Z f' T B rkke a9taCounty Attorney Suborn Weld County Road 62 On Wednesday, May 30, 1990, the Board of County Commissioners will consider two projects regarding Weld County Road 62. First, the Board will consider the construction of WCR 62, between WCR's 13 and 15. This portion of WCR 63 has never been maintained. The County does own the right-of-way, pursuant to the Resolution of 1889. I have notified the surrounding landowners about the agenda item. The owners include the following: (a) NE}, Section 6-5-67: Martin and Theodore Lind and Steve Freeman. (b) NW}, Section 6-5-67: Earl Dean Jeffers, one-half interest, and Joseph H. and Jessie J. Rosyorshek, one-half interest. (c) ,Si, Section 31-6-67: Lawrence Jeffers I do not' consider this agenda item to be a formal hearing. • Rather, it is a time for the surrounding landowners, who will be most affected by the road construction, to voice their opinions. This removes any argument on their part that they were never notified that the County intended to open the roadway. I have also notified the Poudre Valley REA of the. May 30, 1990, agenda item. . Poudre Valley currently has a small distribution line located on the section line between Sections 6-5-67 and 31-6-67. The company will need to remove the line in order for the construction to begin. The second agenda item will be the consideration of the straightening of WCR 62, between WCR's 15 and 17. At present, WCR 64: curves a little to the north and then to the south as it runs westward towards WCR 15. The "curves" in the mad are outside of the previously established right-of-way (30' on either side of the section line) . The Board may straighten the roadway in one of two ways: (a) If the Board decides to straighten the entire zoadway, then the northern and southern curves will be eliminated. A cement ditch currently runs along the southern portion of the road. If the northern curve is brought back to the section line, then the ditch will 9004;32 Board of County Commissioners Page 2 May 25, 1990 need to be moved. The Board should probably pay for a portion of this cost, because the moving of the ditch is made necessary by the straightening of the northern curve. (b) If the Board decides only to straighten the southern curve, then the ditch will not need to be moved. The roadway will be straightened so that it is located on the section line, and the ditch may remain in its current location. The users of the ditch may wish to pay for the moving of the ditch. In this case, the Board may wish to pay only for the earth work beneath the cement ditch. Attached you will find a copy o£ an estimate of how much this portion of the cement ditch will cost. I have notified the landowners on either side of Weld County Road 62, between WCR' s 15 and 17. Harry Frank owns the north half of section 5-5-67. Jerry Labue owns the south half of Section 32-6-67. I would suggest that the Board allow each of these individuals to speak regarding their opinions about the straightening operation. re<;;;E:7 "Brute T. Barker Assistant Weld County Attorney rm 900482 r ye• :i,tt �C., ^rG .;;t `0-,IntVr i,,'r �...• Nr"' ' 4 • ` t- r jy,. i r .,. • /X- 1 hi• • .. 1 --••••••••7,2,./.2.•:•"...,i-••• 4 •' 1yw •. ��Ya;id/V r ` `•r _ "•aT ^ - T• r _ 4: • 14// Old ditch - Weld County Road 62 CR 62 - Y---+-ter ( '"?.'"^"""." 7"7"' .. J 990 Feet T New realigned ditch and road 990 Lineal Feet Y ;6.00/Ft. au $5.940.00 This estimate was obtained from a ditch lining company. Property owners or Weld County would be 1 responsible for building the grade to be aligned. n • ce z ca .- v . • Present County Road 62 . ------------ Proposed New Line of Road 62 I 900482 JONES - WININGER, ... 7 Professional Surveyors'; iInC' • •. 1 713 4th Street C`�'., Greeley, Colorado 80531., -; (303) 352-4700 !0 i.•� March 7, 1990 RE: Weld County Road #62 Road Right-Of-Way Mr. Bill Kirby Weld County Commissioner P.O. Box 758 Greeley, Colorado 80632 Dear Mr. Kirby: This letter is to outline the work proposed to establish the road right-of-way (ROW) for Weld Cou.:ty Road (WCR) #62 between WCR #13 and WCR #15 and immediately to the East of WCR #15 for approximately 500 feet. My research indicates that the Northwest Corner (NW Cor) and the North Quarter Corner (N1/4 Cor) of Section 6 are currently not monumented. The Northeast Corner (NE Cor) of Section 6 is currently monumented as well as the N1/4 Cor of Section 5. All four of these corners will have to be either found or set to establish the section line upon which the location of the road ROW is based. I would propose to located the NE Cor of Section 6 as well as the N1/4 Cor of Section 5 which will define the location of the road ROW immediately to the East of WCR #15. I would recommend an • offset line be set to the North of the section line at a distance of fifty feet (50' ) from which the construction personnel can measure to the South and locate the North and South ROW lines of the county road. In doing this work references will be set to reestablish the monument at the NE Cor of Section 6 as it will no doubt be destroyed during construction of the road. The N1/4 Cor of section 5 will not be affected by the proposed construction. I would propose to set a temporary point for the NW Cor and the N1/4 Cor of Section 6 after completing the necessary surveying work for the purposes of setting an offset line fifty feet (50' ) to the North of the Section line from which the construction personnel can • measure to the South and obtain the North and South ROW lines of the county road ROW. References would be set for the NW Cor and the N1/4 Cor of Section 6_ j�r°b 900482 .�>-, °D,\\\\aDs Upon the completion of the construction it will be necessary to set the appropriate type of monuments from the references previously established for the NW Cor, N1/4 Cor, and the NE Cos of Section 6. I would propose to set wood hubs along the fifty foot (50' ) offset line at intervals of approximately five hundred feet (500') and accompanied with lath indicating the hubs location and that it is an offset line. From this offset line a distance South of twenty feet (20' ) will locate the position of the North ROW line of the road ROW and from the offset line a distance South of eighty feet (80' ) will locate the position of the South line of the .road ROW. The following is a proposed work outline for the completion of this work: #1 Determine the position for the NW Cor of Section 6 and set a temporary point from which to work. Set references from which to set the final monument. #2 Determine the position for the N1/4 of Section 6 and set a temporary point from which to work. Set references from which to set the final monument. #3 Locate the existing monument at the NE Cor of Section 6 and set references from which to set the final monument. #4 Locate the N1/4 Cor of Section 5. #5 Establish a fifty foot (50' ) offset line with hubs placed approximately five hundred feet (500' ) apart to the North of the North line of Sections 5 and 6 along the line or the proposed road construction. #6 Upon completion of the road construction, set the final monuments for the NW Cor, N1/4 Cor, and the NE Cor of Section 6. #7 Prepare a plat indicating the monuments either found or set and monuments used for control in completing this survey work. #8 Record the plat in the office of the Weld County Clerk and Recorders. I would estimate that upon notification to proceed that approximately two weeks will be necessary to set the offset hubs from which the construction personnel can work. Upon the completion of the construction another two weeks will be necessary to set the final monuments and ;prepare the plat. I would estimate the cost for the completion of the surveying work as outlined to be between $1,500 and $2,500. In completing some of the research for this project I meet with Poudre Valley REA (PV-REA) to determine what type of easement or right-of-way they may have for the overhead electrical line located between WCR #13 and WCR #15. I was furnished a letter from their files dated approximately May 1940 that indicates that the position of the power line was "to be built along the north fence line in such a manner as to form the least possible interference to farming operations". As you will recall from out visit to the site the power line was located along an old fence line throughout it traverse along the North line of Section 6. 900482 I did indicate to the gentleman from PV-REA that the possibility exists the power line will have to be relocated when the construction of the road is begun. It will be possible for the personnel from PV-REA to make use of the offset line that I will establish to determine the location of their power line within the ROW of the road. My initial opinion is that the fence line/power line location at the West side of :SCR #15 is approximately on the North line of Section 6 and that at the East side of WCR #13 is approximately on the South ROW lire of the road right-of-way for WCR #62. I did obtain a copy of the research that Mr. Bruce Barker completed in March 1989 in regards to whether the road ROW for WCR #62 exists because of the resolution of October 12, 1889. Further my research does indicate that WCR #62 was intended to be located upon the North section line of Section 5 as reflected in the Road Viewers Report recorded in Book 48 on Page 349 of the county records. I am pleased to provide you with this information. If you have any questions regarding this matter please contact me at your cotvenience. Respectfully Submitted, e v�^e-0 Charles B. Jones PIZ Weld County Surveyor Pres/Mgr JONES - WININGER Professional Surveyors, Inc. cc Mr. George Goodell C.0452 RESOLUTION • RE: APPROVE ROAD MAINTENANCE AGREEMENT WITH C & M COMPANIES AND AUTHORIZE CHAIRMAN TO SIGN WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with a Road Maintenance Agreement with C & M Companies, and WHEREAS, said Agreement concerns increased truck traffic due to a Special Review Permit granted to C & M Companies, and WHEREAS, after study and review, which Board adeems it hereto and advisable to approve said Agreement, a copy incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Road Maintenance Agreement with C & M Companies be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 30th day of May, A.D. , 1990. IAA; BOARD OF COUNTY COMMISSIONERS ATTEST: (�,�'^; WEL 'TY, CO O Weld County lerk and Recorder rantner, hairman and Clerk to the Boar1d e ,az: Geo ge Ke nedy, ro- • Deputy County erk APP OVED AS TO FORM: ns ante L. Bar ert Ceer- "C2Z-s'aa° C. . Kirby County Attorney or o Y r ?/,06 7S �� T ' 4.7) �% 900464' ROAD MAINTENANCE AGREEMENT THIS AGREEMENT, by and between the COUNTY OF WELD, STATE OF COLORADO, hereinafter called "County" and C & M Companies, hereinafter called "Operator", is made and entered into this Z2... day of 14.40 ,.( 1990. ` WHEREAS, Operator has been issued a Use By Special Review Permit for an open-cut gravel mine located in the E 1/2 of the NW 1/4, and the NE 1/4 0£ the SW 1/4, and the SE 1/4 of the SW 1/4 of Section 30, and the N 1/2 of the NE 1/4 of the NE 1/4 of Section 31, all in Township 1 North, Range 66 West of the 6th Principal Meridian, Weld County, Colorado, known as the Platte Valley Pit; and WHEREAS, the truck access for the pit is located on Weld County Road 6 approximately 1000' east of U.S. Highway 85; and WHEREAS, there will be an increase in truck traffic that could do substantial damage to Road 6 between the truck access and U.S. Highway 85; and WHEREAS, the damage caused by increased hauling from the Use By Special Review area Can be identified because the damage will occur between the truck access and U.S. Highway 85, and not on other sections of Road 6 in the immediate area. NOW, THEREFORE, the Operator agrees as follows: 1. The Operator agrees to repair damage on Road 6 between the truck entrance and U.S. Highway 85 that is beyond normal wear and tear by asphalt patching potholes, leveling ruts with asphalt, removing asphalt from damaged areas and replacing base and asphalt, or other standard asphalt road repair techniques. IN WITNESS WHEREOF, the parties hereto have duly executed the Agreement the day and year first above written. C & Mr60MPANIES 1 BOARD OF COUNTY CO L@ IONERS By: kt� Xi i.. V 1y�dict By: David B. "Nystrom Chairman tiliPILTitle: 1S'Q�irar ATTEST: tSM WELD COUNTY CARE AND :CORDER :mwrmal 900464 4 lit ! t11lEMORAi1DUffl ingik Clerk to the Board Dam 2 1990 - To D• Drew Scheltinga, County Engineer COLORADO From Agenda Item subi«t: Attached is Road Maintenance Agreement between C & M Companies and Weld County for approval and signature. Please place this on the Board's next agenda. DS/zw:zmdc cc: Commissioner Kirby File 900464 RESOLUTION RE: APPROVE ENTRY BY WELD COUNTY PEST INSPECTOR UPON VARIOUS LANDS WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on May 8, and/or 15, 1990, Ron Broda, Weld County Pest Inspector, mailed notices to various landowners within Weld County advising them that lands owned or occupied by them contain Canada thistle, musk thistle, and/or leafy spurge, noxious weeds, and WHEREAS, said notices stated that the Canada thistle, musk thistle, and/or leafy spurge, noxious weeds, must be controlled or eradicated within ten days from the date of said notices, and gave recommendations as to what methods are to be used for such control or eradication, and WHEREAS, a copy of said list, containing the legal descriptions o£ the lands, and the names of those landowners who have failed to comply with said recommendations, is attached hereto and incorporated herein by reference, and WHEREAS, the County Pest Inspector has requested that the Board approve his entry upon lands, as set forth in said list, to effect the control or eradication of Canada thistle, musk thistle, and/or leafy spurge, noxious weeds, and WHEREAS, at its meeting of May 30, 1990, the Board did Find as follows: 1) That those landowners mentioned on the list are the owners of said land within a pest control district; 2) That Canada thistle, musk thistle, and/or leafy spurge, noxious weeds, are found upon said lands; 3) That said landowners received appropriate notice and such notice specified the best available means for control or eradication of Canada thistle, musk thistle, and/or leafy spurge, noxious weeds; and 4) That said landowners have not complied with the requirements as stated by the County Pest Inspector, and WHEREAS, pursuant to said Findings the Board deems it advisable to approve the entry by Ron Broda, Weld County Pest Inspector, upon said lands described in the list attached hereto, to effect the control or eradication of Canada thistle, musk thistle, and/or leafy spurge, noxious weeds. Page 2 RE: ENTRY UPON LANDS _ NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Board does hereby _ approve the entry by Ron Broda, Weld County Pest Inspector, upon various lands as set forth in the list attached hereto to effect the control or eradication of Canada thistle, musk thistle, and/or leafy spurge, noxious weeds. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 30th y of May, A.D. , 1990. �/Z r • . BO COUNTY COMMISSIONERS ATTEST: T wJtd�/Gnl WEL (/Y`,, CO' Weld County C erk and Recorder ene�r n s, airman and Clerk to the Board ' J .y�- i George Ke ne y, Pro- e - gY� _ (5'YK-N.r rn1 (.21 I.w+(-2- - _ eputy County C erk APPROVED AS TO FORM: nstance L. Har e /C------->CL .C. . Ki y County Attorney Gordon . c 900457 • b6 'oso AIR WELD COUNTY PEST AND WEED DEPARTMENT 425 NORTH tSnH AVENUE I EKHIBI/ION BUILDING.ISLAND GROVE PARK GREELEY,COLORADO 90637 IIIIk PHONE NUMBER(303)3564000,Err.4485 COLORADO Dear Weld County Commissioners: May 25, 1990 Under the Pest Control District Law, CRS, 35-5-108, I must seek approval or a right of entry from the Board of County Commissioners to enter on private land to carry out weed control measures. Below is a list o£ landowners, and the legal description of their land, that we may have to enforce on. I am seeking your approval to enter upon these lands. al= Imzal Parcel TOLLGATE FARMS INC T5N R67W SEC 29 W2 NE4 095729000016 TIAGI, INC T3N R67W SEC 6 W2 NW4 120906000025 T3N R67W SEC 6 NW4 120906000003 T4N R68W SEC 36 PT SE4 106136000042 106136000044 AARK & GARY BOOTH T2N R68W SEC 1 NW4 NW4 131301000015 WILLIAM COOPER T4N R68W SEC 32 106132000019 HIGHLAND DITCH CO T3N R68W SEC 22 120722000041 T3N R68W SEC 21 SE4 120721000016 H. & M.S. EICHLER T4N R68W SEC 32 PT NW4 106132000063 KENNETH R. WHITNEY T6N R67W SEC 30 NE4 080730000017 PHYLLIS KETLER-GARDNER T6N R66W SEC 36 SW4 SW4 080536000004 UNION PACIFIC RAILROAD T3N R67W SEC 32 T4N R67W SEC 3 T5N R67W SEC 28, 29 33 & 34 (ALONG RAILROAD RIGHT-OF-WAY) RUBIN REIMER & SAM TELUP T4N R67W SEC 5 S2 SW4 105905300008 LEONARD & SIDNEY STREAR T4N R66W SEC 33 NW4 NW4 105733000043 GEORGE C ADAM JR T2N R68W SEC 4 NE4 131304000022 131304000044 ST. VRAIN LTD T2N R68W SEC 9 E2 SE4 131309000069 131309000071 CRS INVESTMENTS INC T2N R68W SEC 5 W2 NE4 131305000023 DAVID HENDERS0N T4N R67W SEC 3 NE4 105903000001 T4N R67W SEC 4 NE4 NE4 105904000003 The weed notices were mailed on either May 8 or 15, 1990, requesting control of one or more of the following weed species: Canada thistle (Cirsium armenss), musk thistle (Carduus nutans) and/or leafy spurge (Fuphorbia esula). Enclosed are copies o£ two of the notices sent on the different dates. Thank you for your assistance. Sincerely, Afit re-6444(-- Ronald J. Broda Weld County Pest Inspector 900457 RESOLUTION RE: GRANT MOBILE HOME PERMIT NO. 1645 - JOVITA RAMIREZ WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority o£ administering the affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners of Weld County, Colorado, on the 30th day of May, 1990, considered the request of Jovita Ramirez for a mobile home to be used temporarily during a medical hardship, and WHEREAS, said mobile home is to be occupied in an A-Agricultural Zone District on a parcel of land being more particularly described as follows: Part of the NW} SW} , Section 27, Township 6 North, Range 64 West of the 6th P.M. , Weld County, Colorado WHEREAS, the Board of County Commissioners, having heard the testimony, finds that said request should be granted subject to the following conditions: 1. The applicant shall obtain a building permit for the mobile home prior to locating the mobile home on the property. 2. A septic permit shall be obtained from the weld County Health Department prior to the issuance of a building permit. 3. Prior to the issuance of a building permit, the owner shall submit evidence that the North Weld County Water District is supplying water in such a manner as to be adequate in quality, quantity, and dependability for the proposed use. 4. The mobile home shall not be occupied until such time that the applicant has complied with the above mentioned conditions. 5. An ISDS evaluation by the Weld County Health Department on all existing septic systems will be necessary prior to issuing the required septic permits on the existing systems. PLo6c2e7 de. $4,e- 900465 Page 2 RE: ZPME #1645 - RAMIREZ 6. Prior to the issuance of a building permit, the noncommercial junkyard on the property shall be brought into compliance with the Weld County ZoninOrdinance and the applicant shall complete the applicationy signing the Affidavit of Interest Owners Surface Estate. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the request of Jovita Ramirez for permission to place a mobile home to be used temporarily during a medical hardship on the above described parcel of land, which was found to be in compliance with Section 43 of the Weld County Zoning Ordinance, be, and hereby is, granted subject to the hereinabove listed conditions. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 30th day of May, A.D. , 1990. BOARD OF COUNTY COMMISSIONERS ATTEST: WEL UNTY, COLORADO Weld County C erk and Recorder 4( and Clerk to the Board Gene R. Bran •r, Chairman SYI l 4/'YK '�1 eo ge ennedy, Pro- 'Deputy County CIer� � APPROVED AS TO FORM: n5tariCe L. H£ie ` (::--;> :;;7 C. . Kip ounty Attorney Gor ac 900465 To: Board of County Commissioners Date: May 30, 1990 ZPMH-1645 Applicant: Jovita Ramirez This request is for one mobile home to be used temporarily during medical hardship. Legal Description of Parcel: Part of the NW} SW} of Section 27, T6N, C64W Of the 6th P.M.. Weld County, Colorado Location: 27024 7th Avenue, Gill; east of State Highway 257, south of 7tb Avenue The Department of Planning Services staff has reviewed this request and recommends that the request be approved for the following reasons: WILL WILL NOT X Be compatible with the Weld County Comprehensive Plan. X Be compatible with the surrounding area. X Be in harmony with the character of the neighborhood. X Adversely affect the immediate area. X Be adequately served by water and sewage disposal facilities. X Adversely affect the general health, safety, and welfare of the inhabitants of the area and the County. COMMENTS: If this permit is approved, plra. Ramirez plans to live in the mob 152de while her son lives in then-Z.:Me on the property. Dr. Keith Rangel, M.A., has stated that Mrs. Ramirez is treated for severe hypertension and that considering her overall medical status. "this would probably be appropriate." This mobile home has been stored on the property and is a violation. The applicant did not submit a petition for this proposal. 900465 ZP1E-1645 Jovita Ramirez Page 2 The Department of Planning Services' staff recommendation for approval is conditional upon the following: 1. The applicant obtaining a building permit for the mobile home prior to locating the mobile home on the property. 2. A septic permit shall be obtained from the Weld County Health Department prior to the issuance of a building permit. 3. Prior to the issuance of a building permit. the owner sha submit evidence that North Weld County Water District is supplying water in such a manner as to be adequate in quality, quantity. and dependability for the proposed use. 4. The mobile home shall not be occupied until such time that the applicant has complied with Conditions 1. 2. and 3 above. 5. An ISDS evaluation by the Weld County Health Department on all existing septic systems will be necessary prior to issuing the + , required septic permits on the existing systems. 6. Prior to the issuance of a building permit, the noncommercial junkyard on the property shall be brought into compliance miance wit theh the Weld County Zoning Ordinance and the applicant al application by signing the Affidavit of Interest Owners Surface Estate. kurrent � 17�c j .1,0119 9nC Curtest /tAA er � �at VVV 900465 BOARD OF COUNTY COMMISSIONERS SIGN POSTING CERTIFICATE. I HEREBY CERTIFY UNDER THE PENALTIES OF PERJURY THAT THE SIGN PROVIDED BY THE DEPARTMENT OF PLANNING SERVICES WAS POSTED ON THE PROPERTY AT LEAST 10 DAYS BEFORE THE BOARD OF COUNTY COMMISSIONER'S HEARING FOR CASE U Z P O1 H - f It ca- THE SIGN WAS POSTED BY: Pi ��nn rnUn07-- NAME OF PERSON POSTING SIGN &Lv ng �C� net tra o� SIGNATURE OF APPLICANT STATE OF COLORADO ) COUNTY OF WELD ) SUBS9kIBED AND SWORN TO BEFORE ME THIS 53q\ DAY OF 19 Lf SEAL �f Y PUBLI Cj�3 / (� �b3/ /� MY COMMISSION EXPIRES `J `� 43 (� LAST DAY TO POST SIGN IS: 19 900465 pin I At jr,j 7 , Hi ->% , . , .,. . •••••. ; ,. 7 : _ '••u �. I j Y I I „ r I . . * . ' MAIL.: ' . I AIIHICIONIX• ellill2 � _ L 31il�+rr. . 2 i � :46 ml� 11zo � i . s2.- 2 i� 4 IS * .. i �!i , » III. � � . , �_ , \ :. I �i / ' . ..;)Lia.,,,, + o • IlI - , � . � I I a s Inn* 4 . .ar' . 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V r - , r � . �' ry!� iit _ ins,' 'J■��rw�., ;III S ., .�„E„� , . , :� 0.4 'fi t .'" r, ' • �� +Iv r I/ :J re .4:44.54 44Sire. 40 � : - II .j,7- � - ,; �/. -_�' � r. T. 4 r.. . .� ` < L.e: ..e. .. ...., , . ‘.1,..h.. t. . , -.. r�- '' y '� "fir" ... ♦ lic wM^�., t:�. '^ •. •gr ,R _. �8'r. - x� f M• a tiy�j. _ y A_r�yt s � _I 4a \ �'u.. HK. .J .... 1 FIELD CHECK FILING NUMBER: ZPMH-1645 DATE OF INSPECTION: May 11, 1990 NAME: Jovita Ramirez REQUEST: Zoning permit for a mobile home to be used temporarily during medical hardship. LEGAL DESCRIPTION: Part of the NW} SW} of Section 27, T6N, R64W of the 6th P.M., Weld County. Colorado LOCATION: 27024 7th Avenue, Gill LAND USE: N 7th Avenue, residential lots E Vacant land, quonset but S Residential lots W Highway 257, agricultural production ZONING: N A (Agricultural) E A (Agricultural) S A (Agricultural) W A (Agricultural) COMMENTS: Access is from 7th Avenue, a gravel street. Derelict vehicles are again on the property including a green Ford pickup, a blue Chevy pickup, and a red farm truck. Also on the property are a home. corrals. livestock, and two mobile homes, one of which is permitted as an accessory structure. B iNO.CA J. Curren % -talial- t P1 ar 9C0465 ..n�cruar;wvpwa'.: f. ,,.�:! "awc+ua,u-u'w.a.;w•.ra.aa•aaar•v:.ocnrF•.ca �.:w�FM1�V .rclviFa . ' 915 10th Street MOBIIX`HOME .I Greeley, Colorado 80631 • Phone 356-4000 Ext. 4400 IMPORTANT — Complete all items on both sides. Mark baxes where applicable. APPLICANT,, \.i, 4t In1 vI ns PHONE t it C� ...<7// 3 ADDRESS J \ 1 x OWNER PHONE ADDRES d Cl,.TY[— STATE — ZIP LOT LOCK SUBDIVISION LEGAL DESCRIPTION ` '" J Section , T N, R W. Total Acreage Application"-for roniag`permit "is made for: - -- - Staff Approval Board of County Commissioners Approval . Temporary-Use•-During-Conetructircr-- - -E3—Use Beyond IS months"During-ConstreCti.on" of a residence of a residence - Temporary Storage [] Extension Beyond 6 months for: Temporary Storage Accessory to-Farm' E3 More than r_ne MH as Accessory to Farm. O Accessory Use as an Office El More than one NH as Accessory Use as []-Accessory Use in C or I Zone District an-Offic®- -- ._ ' E. More than one ME as Accessory Use in Accessory Structure C•ar ,I• Zonc-Dirtriot _.._. . .__ .. . ..-._.arTemporarr'Us-rduring' Medical Hardship' Li More than one accessory structure Principal -Dwelling • The above requires an Application fee of The above requires an Application . 0100.00 A150.00 � o TYPE OF SEWAGE DISPOSAL TYPE OF WATER SUPPLY ` ' -0 r _ _•.__ _..._._.... _._ �'.... '.....�..__ . 1( Public-CFIB-. ate company: �Pub lia or private company x +-n N i ct.�)r1 S'Zi 2 Septic Tank - Permit 4i Q Individual (well, cistern) V Well_Parmit..Ifr -- I i g Q Copy Attached Yes ❑ No u Copy Attached: Yes 0 No p- ' —� M 1 ---._ .. _..._. ._ DEPARTMENT••OP—FL'ANNTtdC-SERvic.t,S ME"any ' ZONING TISTRICT- ZONING PERMIT N'J^f$ER ' APPI.ICATION...FEE--PACD-., prit Y J / T-8 R- ....._l'in DA7,E----'--Y ? - CAA111) ED` APPROVED BY:.. Staff 1:1 .Board of County Commissioners Hearing Date m ISSUED BY. DATE MOBILE HOME BUILDING PERMIT NUMBER DATE ISSUED , 9043465 • _._ ____..___________....... ...- . _ ...___ ____ A sketch plan is required as part of the application review. Please attach a sketch plan of.,the,,,si,,to-,ost,the-scale...on_one_.i,.nch_represents--fifty--feet-or-other;suitable-scale-to"shout- the proposed location of the mobile home, including distances from the property, lines and other struetures..om•,the_-property-, ac^ras_to;.-the-mobile--home•,--indicatint-whethe-r-•the-access-- - is existing or proposed; :location and measurements of any easements or right-of-ways; and any existing_structures_,on-_the_psoperty.ti.____._...-_ ,._.___... _. .__._-_ . __...-_ .-..__-_..-_— _ - - Sketch Plan attached Yes_ No,rj_ Deed._or-contract._attached; -,_Yea-Ea, pi What housing its available on the property and what is its present use? X Ati-kxv D D _AA.%) _.142-NINA How_many-.mobile--homes-•are on, this •property-at-the present-time? TEMPORARY USE DURING CONSTRUCTION OF A RESIDENCE ,.- Building Permit Number Date Building Permit Issued Zoning Permit valid for b months from date:of issue. Zoning Permit issued Valid from to RENEWALS: -: FIRST - From to. Fee: Reviewed & Approved _ SECOND -From - to . . Fee: Reviewed & Approved., _ -. ACCESSORY FARM USE Type of farming operation on property:_ Number of Livestock Average number per year Acres Irrigated _.... ..-- Number of employees now employed: Full time: Part time: ACCESSORY USE IN G OR I ZONE DISTRICT Type of commercial or industrial" aetivi,ty_.on property: • „y Number of employees: --_'Full time: - _ Part time: Mobil will_be used_koxt_" �., e home__.. . _,. 'MATURE "F APPLI ANT • APPL CATI D atzzia BUILDING..PERMITS AAR,:REQDIRED_FOR.ALL-MOBILE-.HOMES=IN-ADDITION-iTO•THE-ZONTNG-PERMTC-7,7 J MOBILE HOMES. THE BUILDING PERMIT MAY BE OBTAINED FROM THE _BUILDING.INSPECTION-DIVIS ON, ROOM 342, CENTENNIAL_.CENTER, 915 10th STREET, GREELEY -COLORADO" 80631, PHONE 356-4000 EXT.-4425,--AFTER APPROVAL-4F ---THE -ZONING-PERMIT - . - ... .. J- 30I 'Ctie LOCLn-+, �� (Y3n - ..$)01X01 no-barn OW - � c+ -D L LOW CAL 071 3 • r � J � � ��000n Lo � ._,m9 tifrit55, Jo V j R 104„;wt, 900465 I ; II I I 14\III III I 1 I I I �I VVV I C I ; ( 11.1 ,: ____,__4.14______ :,,,,_ I t :., r:...,.. I� li I _" I �- I I I I -� t t ��,�� 1 ill �. fi It , , I 1, 1 , 1I , .II ,_ I I II k - k . ; . _ \ k i . , , ' I - I ( ' .I III Ii 11 III III I II I 11 I �. I li I II! 11I II (i I I I I I I I I II I I ,1r Ino I 1 I I ; I II I ; I I i j 11 I Ii G I 1 I I , I I , I I , I 1 I i ! ' 'I - y11 ! I i II I I II ilII I 1 ! I I III ICI I 1 I ! I I I I I I !, I '., I II I ,,I, IjI, . I I I ! 'I 1 II I I II I!I • I I I I I'I III 11 II III I I i I I 1 • 4 II 11 I 1 I I III 11 II I, j 11 II III 1 11 I 1111 I I I Ii I I I !II; I II I I I •I • 11 • 1 \I M I I I I' , I I III 1 I I I1 1 I I I III III III it I ! I 11 III I 1 III 11 • 1 I, • , I I I I I I I I 11 , , • I , '•1 I - I I, 1 ' II I I II I! 11 II I I I ''I 1'• I I ! „ I II I I I ! ! I II II I r 1 I ! LI III 1 ! Iet. 1 I1 11 ! I !1 �%'i9� I j j ' E /A� � . ! 11 I 11 li I I •+s,.:�!=r/ , I'I 'II �i1 I I II I l 1 I III j I I I I I I I , ',' , I I I ! C I _ I Il i ! cI I 1 11 II ; i I! I j I .L. �(�Q465 II ; ; I I 1 , 1 III II I I 1 I 1 I I 1 I f I � • I I I I I I I }l�r I I I , I II I „.1 f I I 1 II I k I I t VII . • ' ..y BOARD OFDIRECTORS �'r1'44- NORTH WELD COUNTY WATER DISTRICT emsrTKIOEs . ALE7f HEIDENREICH ` �y AMERYMAME i."1:4"71 HIGHWAY 85 LUCERNE.COLORADO 80646 OAfKSPSON �; ' LYLE NELSON,MGR. w,M,MCKAY 1'• P.O.BOX 56 - PHONE 356.3020 .� • c-a•April 18, 1990 R£: Water Service - Jose Ramirez Dear Sirs, This letter is in response to your inquiry regarding water service to the following described property: 27024 7th Ave. Gill • 1. x Water service is presently being provided to the above described property. • 2. x Water service can be made available to the above described property provided all requirements of the District are satisfied. If contracts have not been consumhted with North' Weld County Water District within one year from date of this letter, this letter shall. become null and void. Additional comments: Sincerely, NORTH WELD/ UNTY AT R D STRICT Ly1 D. Nelson, Manager LDN/wb• • 900465 M. • REFERRAL LIST NAME: Jovita Ramirez CASE NUMBER: 2PMH-1645 REFERRALS SENT: April 20. 1990 REFERRALS TO BE RECEIVED BY: May 4, 1990 COUNTY TOWNS and CITIES Attorney Ault X Health Department _Brighton �—Extension Service Dacon° Emergency Management Office Eaton +Sheriff's Office Erie r�Engineering Evans ----HousingHousing Authority Firestone Airport Authority Fort Lupton Building Inspection Frederick • Garden City STATE Merest Division of Water Resources _Greeley Geological Survey Grover ---Department of Health Hudson X Highway Department Johnstown Historical Society �Keenesburg Water Conservation Board Kersey 011 and Gas Conservation Commission +_La Salle Lochbuie FIRE DISTRICTS ----Longmont Ault F-1 +Mead Berthoud F-2 _Milliken ----Brinhton F-3 New Raymer Dacan° F-19 _Nunn _Eaton F-4 Platteville Fort Lupton F-5 Severance �Galeton F-6 ----Windsor Hudson F-7 COUNTIES Johnstown F-8 ----La Salle F-9 Adams Longmont P-l0 Boulder Milliken F-11 Larimer Nunn F-12 ----Pawnee r—Platteville F-13 FEDERAL GOVERNMENT AGENCIES ----Platte Valley F-14 US Army Corp of Engineers �Pondse Valley F-15 USDA-APHIS Veterinary Service r—Raymer Federal Aviation Administration ----Southeast Weld F-16 Federal Communication Commission Windsor/Severance F-17 ----Wiggins F-l8 SOIL CONSERVATION DISTRICTS Nesters Rills F-20 -- Brighton OTHER Fort Collins Central Colo. Water Conservancy Dist. Greeley Panhandle Eastern Pipe Line Co. ` Longmont -Tri-Area Planning Commission West Adams —� COMMISSION/BOARD MEMBER 900465 _ STATE OF COLORADO DIVISION OF NIONWAYS "�� \ P.O.aox 850 , Q°. Greeley.Colorado 80892-0850 .10.cam.J - (303)353-7232 ... • May 1, 1990 Weld Co., SH 37 Jovita Ramirez Zoning Permit• (Gill) DOH File 45100 Ms. Lanell. J. Curry, Planner Department of Planning Services Weld County 915 Tenth Street Greeley, Colorado 80631 Dear Ms. Curry: We have reviewed the application from Jovita Ramirez for a Zoning Per mit, and we have the following comment. Access to the property shall be from 7th Avenue in Gill, not from State Highway 37. Thank you for the opportunity to review this application. Please con- tact me at 350-2163 if you have any questions. Very truly yours, DOUGLAS D. RAMES DISTRICT ENGINEER Evan A. oo er, Jr. Development/Access Coordinator EAH:smw • cc: L.D. Yost R.G. Sherriff File: Hooper via Crier 7-1)51 RWRT • MAY 3 1990 ; y _ICJ weld co. v(aOn Itt72165 fscors MEMORAnDum Weld County Planning May 3, 1990 To Deh n (,(/M Environmental Protection Services O ! O"' COLORADO From Case Number: ZPMN-1645 Name: Ramirez, Jovita SubOm. Environmental Protection Services has reviewed this proposal and recommends for approval, subject to the following conditions: 1. Weld County Septic Permit is required for the proposed home septic system and shall be installed according to the Weld County Individual Sewage Disposal Regulations. 2. An ISDS Evaluation on all existing septic systems will be necessary prior to issuing the required septic permit on the existing system. WP323/dgc orE;5,ci�r 5-r MAY 4 1990 900465 CERTIFICATE OF MAILING I hereby certify that I have placed a true and correct copy of the surrounding property owners and owners and lessees of minerals in accordance with the notification requirements of Weld County in Case Number ZPMN-1645 for Jovita Ramirez in the United Stated Mail. postage prepaid First Class Mail by postal card as addressed on the attached list. this 14th day of May, 1990. • \ 1 C]L4 V�44 Q�10C� TO: SURROUNDING PROPERTY OWNERS The Weld County Board of County Commissioners vill hold a public hearing on Wednesday May 30, 1990, at 9:00 a.m. in the County Commissioners' Nearing Room, first floor. Weld County Centennial Center. 915 10th Street, Greeley. Colorado, concerning the request of: CASE NUMBER: ZPMN-1645 APPLICANT: Jovita Ramirez REQUEST: Zoning Permit for a Mobile Home - Temporary use during medical hardship LEGAL: Part of the NW} SW} of Section 27, T6N. R64W of the 6th P.M., Weld County. Colorado LOCATION: 27024 7th Avenue, Gill, Colorado For more information call Lanell J. Curry, Current Planner. WELD COUNTY DEPARTMENT OF PLANNING SERVICES 915 10th Street - Rooms 342 Greeley. CO 50631 Phone 356-4000, Ext. 4400 • 900465 MAILING LIST Jovita Ramirez ZPMH-1645 Lupe Carpio 32205 Weld County Road 57 Gill, CO 80624 Carmen L. and Eva Lomeli 38280 Weld County Road 19 Port Collins, CO 80521 Leslie D. and Denise A. Rexford 27055 5th Avenue Gill, CO 80624 S. Carpio P.O. Box 132 Gill, CO 80624 Tiburico and Ellenor Dominguez P.O. Box 9 Gill, CO 80624 Louise M. Kutcher P.O. Box 29 Gill, CO 80624 Charles L. and Josephine B. Peterson P.O. Box 25 Gill, CO 80624 Duain and Dorothy V. Hamlet P.O. Box 40 Gill, CO 80624 Reuben and Edith S. Lesser P.O. Box 6 Gill, CO 80624 Joe M. Garcia c/o Guadalupe P. Sisneros 2280 Wean 74th Avenue Denver, CO 80221 Howard L. and Roberta G. Reynolds 3674 Collins Castle Rock, CO 80104 900.465 MAILING LIST Jovita Ramirez ZPME-1645 Page 2 Emma Marin 1920 West Jewell Avenue Denver, CO 80223 Helmut Brunner, Inc. c/o Bob Brunner P.O. Box 100 Gill, CO 80624 Elizabeth Rosales Diaz I P.O. Box 22 Gill, CO 80624 Leroy B. and Ofelia R. Diaz P.O. Box 22 Gill, CO 80624 John A. Gauna, Jr. P.O. Box 104 Gill, CO 80624 Paz W. Moore P.O. Box 92 Gill, CO 80624 Doroteo and Margarita Mungia P.O. Box 71 Gill, CO 80624 Joseph V. and Bessie Rosales 27113 7th Avenue Gill. CO 80624 Leroy B. and Ofeliah Diaz P.O. Box 22 Gill, CO 80624 Ezequiel M. and Librada B. Gallardo 1111 Bolen Road E1 Paso, TX 79915 Thomas Martinez c/o Seronimo Martinez 29006 Weld County Road 66 Gill, CO 80624 900465 MAILING LIST Jovita Ramirez ZPMH-1645 Page 3 Felix Maltos P.O. Box 74 Gill, CO 80624 Mary J. Alvarez 27031 7th Avenue Gill, CO 80624 Jose M. and Isidra Haro 27926 Weld County Road 388 Kersey, CO 80644 Andres A. and Maria N. Oliva P.O. Box 61 • Gill, CO 80624 Fern H. and William S. Howard 106 Livestock Exchange Bldg. Denver, CO 80216 • 900465 AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Application No. Subject Property STATE OF COLORADO ) ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the beat of his or her knowledge the attached list is a true and accurate list of the names, addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of property (the surface estate) within five hundred (SOO) feet of the property subject to the application. This list was compiled from the records of the Weld County Assessor, or an ownership update from a title or abstract company or attorney, derived from such records, or from the records of the Weld County Clerk and Recorder. The list compiled from the records of the Weld County Assessor shall have been assembled within thirty (30) days of the application submission date. abi6trA tern+in D a The foregoing instrument was subscribed and sworn to before me this 306" day of I 19"il l WITNESS my hand and official seal. Ny Commission expires:9.4 43 otary Public 9,15 ram S�- &ea &.x03.4 90 465 NAMES OF OWNERS OF PROPERTY WITHIN 500 FEET Please print or type NAME ADDRESS, TOWN/CITY, ASSESSOR'S PARCEL }} STATE AND ZIP CODE IDENTIFICATION 9 eon PICP /29-5 Weld 04)(3 S7 _ ED1- ]7-3 -114 -0�� om-, rut; t_up� ,7 nS (bet&c ri..l2 5) nso t - 27-3-0r-0(IL l eQ . bu, it �, au/ co S)06 490 3 ? OS air lei Or) le. 7 OMI -z7-3 -04 1 ' U f AinP�i. enirmenL.4( O Q !Q eno1 -27-- 0q $ Sr,t.enrrl 1n1.'e. n 4 Nets,: set? 2.7/1 S ° P ;U 106.21! n&nf -zi-3ev.dpE arir pPv Lupe- R r 1 Box t 7 3 l;la On/. 2O42O 02 v-7 T_3-oe/_oo' floe pit() S. &nx 112 ep:a 04 Srnla7c/ rZgn1-27--k-os-oo1 Pot p;e R-r ► Noy 17-3 dig 0O. Ro32t! DaQl-27-3-05-oo2 .f13are.nsve7 7;hLir;co 4 f /Irger RD P>n,r 4' CD:1i Qst i-77 -3,nt -oo3 D Ce • 3062t.t ner:ne?ort7 T�bt le len -4 flip nett et SQZinell QSn1 - 77 -3-p;-ooc/ Kofaher 1J1UflSP M finY 7 4 CL J d me,,7U Ow) t-17—;—os-o05 A[��e•.e.,n �'rl]Clrl�5 G. Sersr �:, � etrur c I�gOt-2.� ->-os -040 :I/ Co. moLtJ Pamir f Duct n 4Oarannv v. PM P-tnxµ46 es -z7 -3 -CAI -o G;I/ Cot ?06,2-4-I I 1..F.SS.er___ r ILO f £daY Q.L2. in t9 L:// 0.n �na7u ORoe - 7,J -�-n5 `On a ter;A 4ttr e°/ % P-,"-TAD!, P trCneeol 7-7 Sp al 7�1� 41/f O%O1- 27-3-Ole-Ooz Oen vet o. wiz.' Hamlri• Wet:et 44 nora41.v 1! P_O4iNnY CIO Le' :u PA. S0h2c/ °got- 27-J -o6-pt7 R.P4nMets kes)arel tee Rnbptft.. acts& e3L.7</ A/ Pati n3 05,01 -22-5-o6 -o0 C.O5i-le tact< 0.0. tole)," 03. dattn f.,.wag l e{i n sa?� -cos h// thht 11en ,rr Pn 8°2,413_52,2,0a2-'3.04,04, ,(1jtonnor WeLen.)4 :w.ne Alb fhsun/ter P.O Rey 16O QStpt -76-7-3-oorooe a. tt eo. Song f).•ez ft"; nbtaipSn1e5 A!> tiny 77 r..:1/ OA. it) q ern)/ - 77-3-of-pet 7 fl;¢nteth Qosn1P2 1>0. ent 7Z S;.J/ den. Rnb25/ aMI JZ-i -Pt.00Z !Via 7 Iet-04 A4. Otehn Q P0. Baz enw ea. Rnhzce aitnl -$7-3-o1-co3 a Ilona /Sohn 144- *SR_ D.O. _gay loci AI 11 ea Enron, etSnt - Z7- 3-at-may p1t)oZt YLtzt.4) .P.0 RAY' z1'2 4;!/ en Enb,yO ARe?t - 27-3 -oz -oo2 900465 NAMES OF OWNERS OF PROPERTY WITHIN SOO FEET Please print or type NAME ADDRESS, TOWN/CITY, . ASSESSOR'S PARCEL STATE AND TIP CODE IDENTIFICATION # rinoRP LO QM. Qoc ht 4Z 6,:_// Pah. 8662L/ ORM - 7_7- 3-D2.- onn Mnnac tom? PD. bay *la Q7 ath On._8o(,zu osoi - z-7 -3-92-o_y _ Mo)113;A 1\u-64-et) $ QrC30ri4-s1 Pin PS. c Ail. / @ LAN:2v _Oft0L_1 'e -a.-02_-00 Rngn).sinsc�P,lL, �. l I�PSSfS' 7_7/1 7'f'hl¢✓r. (a;l/P.�. 22U O$OI-�Z DP-a ! era y P, Orel a C P.O nen Z.2 /1-,,W P:< kOb7Y a I-6Lxi-s-0A-deg (.,n Vnrdp FLego;r1 ri 4 L;hrada 4. in , or Ma RD 1 -a,-3-0a-0i2 EL AaSo ^i ft -f ele is ( Ibra,nez en,nns r ran jinn Plar4Lar,L ? QpQy lAi et, rn ld Qb4l-.-)Z-3-43-OW 6;it, +0 "SCUD 2.q. l•'�b l to[ �e��Y P,(� . (3n v �t,i Pte: ,/ [�n_ RA E�2�/ O&O l -']�-3 -63•(�,p,� Balk% -re.G G P.Q . 12)64. 7U ail/ Pe. &Oba4 ORO( -a, -3-03 -OOS c flrnrex Marti T ?r) a/ TM+ te. a:!/ fin. 206.-)v OFr6 -J?- 4-03- 6641 1-lnrn "Case t"fowurl -e _ si irra4a� t�P Its- O.�L - 2_]- 3-03 - DOS �a�3 t} bolouu (ly:c., 'Indies $ no/I6 iv P.O. gnv (1,:/! /1.0. 4olti)V ( S I -��1.7-3-6'3 -007 Wow,"efed Per" 4 L1<lllb,rS. Loin r :reSi.,nt FIrn.An.lgC mintier- 00 oso i • f'Ino R QQp• t ) PA Box ca Cam/ e. 206 DV oko_i 7 3 -as - O13 900465 `file due sunrise community health center, inc. January 25, 1990 Jerrie Schwartz Construction Permit Specialist Building Inspection Department 915 10th Street Greeley, CO 80631 RE: Jovita Ramirez-DOB 2/22/38 SCHC ID#2433-02 Dear Ms. Schwartz: Ms. Jovita Ramirez is a patient of Sunrise Community Health Center. She is seen for severe hypertension, for which she is currently under medication. She is requesting permission for her son to live close-by in a trailer home. Considering this patient's overall medical status, this would probably be appropriate. Sincerel , Keit Range , M.D. KR/cg cc: 5821-02 11 11TO Viii 4.1N 2 9 9990 oho ti. &MN ti' P,O.Sox 1870.1028 551 An.•Greeley,CO 80532•(b3)35340403 900465 -))/tk, ,,( F6-pyQ 6 cu . . atoct(Aina ide • Jib 01-ck- E ri c ra, k) a � /2/A dON1- pfi-7-7-2tvci24-1— cc_p/A-/ j),Q,pec-S. e e. ,,,ptoefAgod tute tyyL0,1 ildot- diklp70 • e%! 1'ninassogistc . (Equal Monthly Payments Amortizing'Yrincipal and interest) - • THE MAKER of this Note promises to pay to the order of the Payee the Principat Amount and agrees to pay interest on unpaid principal at the Basic Interest Rate or, if there is a default, at the Default Interest Rate. The Maker acknowl. edges that sufficient consideration has been given for this Note. (The amount of principal, rates of interest, payment dates and other facts necessary to complete this Note are set forth below.) PAYMENT TERMS:The principal and the interest shall be paid in equal monthly payments,and each payment shall be applied first to pay interest and then to reduce principal. Interest shall accrue from the date of this Note.The due date of the first payment is stated below, and the other payments shall follow consecutively on the same date of each sue- ceeding month until all interest and principal has been paid in full.An indication below of the total number of payments (the making of the indication is optional)is not to be construed as modifying the payment terms as otherwise set forth in this Note. The amount of the final payment shall be reduced, if necessary, so that it exactly equals the balance of principal and accrued interest then due.Despite statements in the preceding sentences. if a date for a balloon payment is filled in below the entire balance of principal and interest owing as of that date shall be paid at that time in one final payment. • OTHER TERMS: (a)Any payment paid within ten (10)days of its due date shalt be considered to have been paid on the due date. (b) The Payee is authorized to use an amortization schedule to apportion payments between interest and principal,and the amortization schedule may be based either on a 360-day year or a 36S-day year. (c) Principal may be prepaid entirely or partially without penalty,unless a prepayment restriction is stated below. Partial prepayments shall not defer the due dates for, or the amounts of, succeeding payments. (d)Any payment is late if not made within ten(10)days of its due date,and if a payment is late the Payee may treat the entire balance of principal and accrued interest(adjusted balance)to be immediately due and payable as of the date the late payment was due. From and after that date the adjusted balance shall bear interest at the Default Interest Rate.At any time after ten(10)days from the due date of the late payment, the Payee may demand payment of the adjusted balance together with the additional interest at the Default Interest Rate. As an alternative, the Payee may demand the amount of the late payment plus extra interest computed on the amount of the late payment from its due date at the Default Interest Rate. The Payee may treat a default under the terms of any deed of trust or other security agreement securing this Note as a default under this Mae, just as though,an installment had not been paid within ten(10)days of its due date. The Payee may require the Maker to reimburse him for his attorney fees and any suit costs incurred because of a default under this Note, in the actual amouncobthose fees and any suit Costs not exceeding, however, the greater of ten percent (10%)of the adjusted balance ocSSQ0A0, (e) If this Note is secured, the collateral is briefly described below. (f) The makers and endorsers of this Note waive and excuse presentment for acceptance and payment, notice of dis- honor, and protest of dishonor. (g) A subsequent holder of this Note is included in any reference to"Payee". 11 there are two or more makers of this Note. they agree to be obligated jointly and severally. SPECIFIC INFORMATION: Date of Note: April 13 , 1988 Name(s)ofMaker: Jose M. Ramirez and Principal Amount: $3,696.68 Jovita Loma de Ramirez Basic Interest Rate: 0 Name(s)of Payee: Default Interest Rate: 12% Edward Maltos Amount of Each Payment: $150.00 Payments shall be Date of First Payment: May 1, 1988 mailed or delivered to: Edward Ma ltos Number of Payments: 25 - final payment Ixa adraRtlaratllx*Aim t to be in the amount Collateral: (If none, leave blank) of balance due. Land with the buildings thereon commonly known as 27024 Seventh Avenue, Gill, Colorado 80624 Prepayment Restrictions: Of none, leave blank) 900465 2C0°?haag7-71,;41 • Jose M. Ramirez . Make, ' f�RVf 7'Ct-• Jq i a Loma de l; Ai#7: ate, . ake. o C Ion UPDATE LEGAL FORMS No. 701 P;O, BOX 1515, GREELEY. COLORADO 50032 • • • c . `PromiessoiraVote (Open Payment Terms) THE MAKER of this Note promises to pay to the order of the Payee the Principal Amount together with interest calcu- lated at the Annual Interest Rate.The Maker acknowledges that he has received good and sufficient consideration for this Note. The names of the Maker and the Payee,the Principal Amount,the Annual Interest Rate•and other specific terms are as follows: • • SPECIFIC INFORMATION: . Name(s) of Maker(s): Date of Note: April 13, 1988 JOSE M. RAMIREZ and JOVITA LOMA de RAMIREZ Principal Amount: $19,303.32 Name(s) of Payee(s): • Annual Interest Rate: 10% BETTY L. PICKERING Default Interest Rate: 12% Payments shall be mailed or delivered to: Collateral: (II none, leave blank) 27024 7th Ave. , Gill , Weld County, Colorado • PAYMENT TERMS and terms, if any, which modify or supplement the printed provisions of this Note are as follows: Monthly payments in the amount of $193.01 with balance due in a balloon payment due May 1 , 1991. • DEFAULT: 11 the payment terms(as filled in •,bove) require principal or interest,or both,to be paid in more than one payment,and it any one of such payments is not paid in lull on or before the due date then this Note will be in default.A default under the terms of any deed of trust or other security agreement securing this Note also is a default under this Note. In the event 01 a default the Payee either may recover any late payment or paymentS together with a late charge - equal to five percent of the late payment or payments or,as an alternative,the Payee may accelerate the entire balance of this Note.If the Payee elects.to accelerate,the Maker mmediately shall be obligated to pay the entire balance of prin- cant,together with interest up to the date of default at the annual interest rate.and together with the greater of(i)inter- est at the default interest rate on unpaid principal beginning with the default and continuing until payment or until the default has been cured(if a right to cure exists)or(ii)an amount equal to five percent of the total of the late payments. The Payee shall have the right to recover from the Maker an additional amount equal to the Payee's costs in enforcing - this Note in the event of default. including reasonable attorney lees and other costs directly related to the default. whether or not suit is commenced and whether or not the Payee elects to accelerate the balance.The Payee shall not be required to give notice to the Maker in order to cause this Note to be in default Or in order tO accelerate the balance,un- less a notice requirement is stated above.There also shall be no grate period with respect to any of the payment obliga- tions under this Note.unless a different indicatiOn is made above.I1 neither the principal nor the interest is t0 be paid in more than one payment,but it any of the principal and interest is not paid when due,then the Maker shall be obligated for all principal and interest owing as of the due date,without notice or demand,together with interest on the unpaid portion of the principal from and alter the due date at the default interest rate. _ OTHER TERMS: (The following provisions shall not apply to the extent that they conflict with non-printed provisions added above. (a) Interest shall begin as of the date of this Note and shall be calculated on the unpaid balance Of the Principal Amount (b) If the principal and interest of this Note are payable in installments,each installment first shall be applied t0 ac- - trued interest and then to the reduction of principal,and the payee may use an amortization schedule to apportion the installments as between principal and interest:the amortization schedule may be based either on a 360 day year or a 365 day year. (c) Principal may be prepaid in tull or in part without penalty.unless a prepayment restriction is set forth above under 'Payment Terms':partial pre-payments shall not defer the due dates for,Or the amOunts of,succeeding payments. (it) f he Maker and endorsers of this Note waive and excuse presentment for acceptance and payment,notice of dis- honor, and protest of dishonor. fe) A subsequent holder o1 this Note is included in reference to"Payee".If there are two or more Makers of this NOIe, they are obligated jointly and severally. #-•C04S5 Maker , VI� LL M�Mirit ' G reE MRA MIREZ •ir Maker • 1901 malt LEGAL FORMS (� .s / wvinca 1140 _ t' �f � •.. dRe139054 ® • . -f B 1193 REC 02139054 04/26/88 16:05 $6.00 1/002 F 2152 MARY ANN FEUERSTETN CLERK & RECORDER WELD CO, CO ASSIGNMENT OF CONTRACT KNOW ALL MEN BY THESE PRESENTS, That EDWARD MALTOS and JUANITA MALTOS of Weld County, State of Colorado, party of the first part , in consideration of good and valuable considerations to us paid by JOSE M. RAMIREZ and JOVITA LAMA de RAMIREZ, of the County of Weld, State of Colorado, party of the second part , the receipt whereof is hereby acknowledged , has granted, bargained, sold, assigned, transferred and set over , and by these presents does grant , bargain, sell , assign, transfer and set over unto the party of the second part , their heirs and assigns , forever , a certain land contract bearing date of the 30th day of April , 1986, made by BETTY L. PICKERING to EDWARD MALTOS and JUANITA MALTOS upon the following described piece or parcel of land, situate and being in the County of Weld, State of Colorado, to wit : A strip of land 250. 0 feet wide situate in the NW1/4SW1/4 of Section 27, T. 6N. , R. 64W. of the Sixth Principal Meridian in Weld County, Colorado, lying between lines 100.0 feet distant southerly and 150.0 feet distant northerly, measured at right angles from the hereinafter described centerline, and said centerline prolonged, of the abandoned main track of the Greeley Branch of the Union Pacific Railroad Company, as formerly constructed and operated, and extending southeasterly from the west line of said NW1/4SW1/4 to a straight line drawn at right angles to the said centerline from a point thereon that is 484.0 feet distant southeasterly, measured along said centerline, from said west line thereof. Containing an area of 2.78 acres , more or less . Said centerline of abandoned main track, hereinabove referred to, is described as follows : Beginning at a point on the west line of said Section 27 at a point thereon that is 510.3 feet south, measured along said west line, from the W1/4 corner of said section; thence southeasterly along a straight line, which forms an angle of 86 degrees 00 minutes from south to southeast with said west line of section, a distance of 600 feet to a point beyond the easterly limits of the strip of land hereinabove described. A portion of the consideration of this assignment being that the party of the second part herein assume all the obligations and agree to pay all the payments described in said contract now due or become due, together with all interest specified in said cont=act. 900465 .;4. 'f •.�.'r, ,'.•�• -M B 1193 REC 02139054 04/26/88 16:05 $6.00 2/002 F 2153 MARY ANN FEUERSTEIN CLERK & RECORDER WELD CO, CO And upon the- performance of all the terms and conditions and the 74 completion of all payments as set forth in said contract , by the said party of the second part , EDWARD MALTOS and JUANITA MALTOS, their heirs and assigns , the party of the first part do hereby authorize the said BETTY L. PICKERING to deliver a good and sufficient deed to the property hereinabove described in like manner as though the original contract had been made and executed by the said BETTY L. PICKERING with the said party of the second part , instead of with EDWARD MALTOS and JUANITA MALTOS. In order to insure payment to BETTY L. PICKERING, EDWARD MALTOS agrees to remain liable to the said BETTY L. PICKERING for the said contract in the event of a default by JOSE M. RAMIREZ and JOVITA LAMA de RAMIREZ. To Have And To Hold the same unto the said party of the second part , heirs and assigns forever. • In Witness have hereunto set their -he Said han t hands and seals this 13th day of April , 1988. Signed, sealed and delivered in the presence of: �+ Q— ---____--- EDWARD MAL•DDS JU ITA MALTOS —"`— STATE OF COLORADO) )ss- COUNTY OF WELD ) '.••,l.a ,,1n, ' dbsd��d and sworn to before me by Edward Maltos on thisday of • \ R i 1d1 SS:Elli hand and c icia sea • ��`:F�j B�.o�rlPmisi on expires ,i `� eft - 7 ,70rO , • p„n 9u ."' O ry SubliZetied and sworn to before me by Juanita Maltos on thisc! day of 6O1;••1 ESS't iiy hand and f' i 1 sea E . openiisgion expires. n . oit of Go / No 900465 a `-V i • ``. tici rirriv Iii (.....,,,,,,, DEPARTMENT OF PLANNING SERVICES 1, pMONE fJ0J)158 W00.EXT.as00 91510th STREET GREELEY,COLORADO 80631 wilik COLORADO April 20. 1990 Ms. Jovita Ramirez P.O. Box 4 Gill, CO 80624 Subject: ZPMH-1645 - Request for a Zoning Permit for a Mobile Nome for Temporary use during a medical hardship on a parcel of land described as part of the NW} SW} of Section 27. 26N. R64W of the 6th P.M.. Weld County. Colorado. Dear Ms. Ramirez: I have scheduled a meeting with the Board of County Commissioners on Wednesday. May 16. 1990. at 9:00 a.m. to consider your application. This meeting will take place In the County Commissioners' Hearing Room, first floor. Weld County Centennial Center, 915 Tenth Street. Greeley, Colorado. It is recommended that you or a representative be in attendance to answer any questions the Board o£ County Commissioners might have with respect co I your application. The Department of Planning Services' staff will make a recommendation concerning this application to the Board of County Commissioners. It ix the responsibility of the applicant to call the Department of Planning Services' office a few days before the date of the Commissioners' hearing to obtain the recommendation. If you have any questions concerning this matter, please feel free to call me. Respectfully, \� ` ,.CC/ � E� + A _6. LI Lanell J. Curry. Current Planner LJC_r;g .;:C®465 1 RESOLUTION RE: AUTHORIZATION FOR THE WELD COUNTY ATTORNEY TO PROCEED WITH LEGAL ACTION AGAINST CERTAIN PARTIES FOR VIOLATIONS OF THE WELD COUNTY BUILDING CODE ORDINANCE AND THE WELD COUNTY ZONING ORDINANCE WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Weld County Department o£ Planning Services has referred certain violations of the Weld County Building Code Ordinance and the Weld County Zoning Ordinance to the County Attorney's Office, and WHEREAS, those persons in violation of the Weld County Building Code Ordinance and the Weld County Zoning Ordinance are Harlan L. Gartrell; Ezequiel and Librada Gallardo; DoraLiz Perez; and Ray Dean, Gilbert D. , Sr. , and Ronnie Lee Schultz, and WHEREAS, despite efforts by the Planning staff to resolve said matters, the violations have not been corrected, and WHEREAS, the Board deems it necessary to bring legal action against those individuals as hereinabove named to correct said violations. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Thomas O_ David, Weld County Attorney, be, and hereby is, authorized to proceed with legal action against Harlan L. Gartrell; Ezequiel and Librada Gallardo; DoraLiz Perez; and Ray Dean, Gilbert D. , Sr. , and Ronnie Lee Schultz to remedy the violations of the Weld County Building Code Ordinance and the Weld County Zoning Ordinance, and any other persons occupying the properties, any persons claiming an interest in the properties, and any persons acting in active concert with the identified parties. 7,006.2 7 efr /,i% (q) 900461 Page 2 RE: BUILDING CODE AND ZONING VIOLATIONS The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day of June, A.D. , 1990. ‘fik (Ia wA '�Gn) BOARD COUNTY COMMISSIONERS ATTEST: WELD UNT�C�� OL�� Weld County lerk and Recorder and Clerk to the Board Gene R. Brantner, Chairman E nir�?tser } Or l e-i Et} Age Kel�nedy, Pro=PL�� Deputy County Clerk APPROVED AS TO FORM: CC a ce L. Barb rt C.W. Ki County At orney Gor ... L 900461 fit; mEMORAnDum RaeTo Board of County Commissioners Den May 25, 1990 COLORADO From Department of Planning Services subf..t; Legal Action Authorization The Department of Planning Services recommends that the Board of County Commissioners authorize the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Building Code Ordinance. Building Code Ordinance Violations: BCV-1428 Harlan L. Gartrell 13767 Weld County Road 8 Ft. Lupton, CO 80621 BCV-1429 Ezequiel and Librada Callardo 1111 Bolen Road El Paso, T% 74915 BCV-1429 DoraLiz Perez 27123 7th Avenue Gill, CO 80624 The Department of Planning also recommends that the County Attorney be authorized to proceed with legal action against any other persons occupying the properties, any persons claiming an interest in the properties, and any persons acting in active concert with the identified parties. Copies of the violation materials are available at the Department o£ Planning Services' office or the Weld County Attorney's office. • 900461 disist'w MEMORAf1DUM VineTo Board of Cnunty enmmiaainnara omu Map 2Q 1440 COLORADO From Department of _Planning Services &Moot: Legal Arrion Authorization The Department o£ Planning Services recommends that the Board o£ County Commissioners authorize the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Zoning Ordinance. Zoning Ordinance Violations: V1-1527 Bay Dean, Gilbert D. Sr., and Ronnie Lee Schultz Route 1, Box 5 Greeley, CO 80631 The Department of Planning also recommends that the County Attorney be authorized to proceed with legal action against any other persons occupying the properties, any persons claiming an interest in the properties, and any persons acting in active concert with the identified parties. Copies of the violation materials are available at the Department of Planning Services' office or the Weld County Attorney's office. 43c0461.0461. RESOLUTION RE REGULATING, OF WELD COUNTY ROAD GUIDING10 BETWEEN WELD NCOUNTY G THE EMERGENCY ROADS AND 29 FOR ROAD REPAIRS WHEREAS, the Board of County Commissioners of weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, pursuant to Section 42-4-410(6) (a) , CRS: " . . .local authorities, with their respective jurisdiction, may for the purpose of road construction and maintenance, temporarily • close to through traffic or to all vehicular traffic any highway or portion thereof for a period not to exceed a specified number of work days for project completion and shall, in conjunction with any such road closure establish appropriate detours or provide for an alternative routing of the traffic affected. . .", and WHEREAS, the Board, pursuant to said statute and upon the basis of traffic and personal investigations, has determined that conditions exist which make it necessary to temporarily close to through traffic and to regulate, warn and guide vehicular traffic on said County roads by posting signs thereon. NOW, THEREFORE, BE IT RESOLVED that the Board of County Commissioners of Weld County, Colorado, deems it necessary to regulate, warn and guide vehicular traffic on County roads and any intersections thereof, and it hereby authorizes and orders the posting of such traffic control devices as shall be reasonably necessary to regulate, warn and/or guide traffic thereon for the safety of the general public and that said traffic control devices shall conform to the Federal Manual on Uniform Traffic Control Devices. BE IT FURTHER RESOLVED that the Board of County Commissioners of Weld County, Colorado, does declare and establish that Weld County Road 10 between Weld County Roads 27 and 29 be temporarily closed, with said closure being effective May 27, 1990 , for road repairs, and further, that standard official traffic control devices shall be erected at said closure giving notice of the restrictions. G' a; � CC, �,,,� �-t o 900460 mamma:00mi Page 2 RE: EMERGENCY CLOSURE - WCR 10 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day of June, A.D. , 1990, nunc pro tunc May 27, 1990 .'fip4� BOARD F COUNTY COMMISSIONERS ATTEST; WELD NTY, COLO 0 Weld County dierk and Recorder , and Clerk to the Board ene R. Bran er, hairman �Y• J,�cv4 , e / -,. Ef #A J Geo g�dy, Pro-T ail Deputy County erk eatta...).41: APPROVED AS TO FORM: tanrt Ki County tto ney Gor o 900460 _ _ . _ T_. _ __ -_ ,~, t • V h _ -,� . ♦ •�� . - --• • ,` .ID Tr ' loarr�cc�e_ o, c. -- cr W 1+ P lOsdter- lb � "'a t o �Q �'ead" 3 Al 0 cost � ,. ,Pt4ovr Arrow as.") . Loco f %rarPc O^ Ir 1 .I , 'o 0 j I oI I welt /6 • /ION \/ . rife Sericate_ • Ce - ' v 3 � • airfare,Pvs c../ Road Q/osuere .S/a 1/910 {Po % r ho/e. .h roan e"ArtY y G'f'a b CeOSe / WA / l VIp an'S 1 ea In ,be_ (inpo[e . TITLacme l- /0 owl cwc,2c77. 14.cfe 011 ' DD�•RllAWN BY rkto✓C— Dscrz. Q4 �/. tires-eraEY - D.T rOJN Y ROAD NIA_ A?PnOV;_-D 6Y COUNTY ENGINEER i V177 D COUNTY DEPAR 1 hfirIC Cr EN'GINT.ERING IT Cal€0 a . r MEM®RMUM Clerk to the Board May 28, 1990 To D.: George Goodell, Director of Road and Bridge COLORADO From Road Closure suboot There was an emergency road closure on May 27, 1990 due to a hole in the road. The road will be reopened as soon as repairs are made. Please place this on the Board's next agenda: WCR 10 between WCR 27 & WCR 29 GG/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office WCR's 10, 27, 29 - 900460 RESOLUTION RE: REGULATING, WARNING AND GUIDING TRAFFIC DURING THE EMERGENCY CLOSURE OF WELD COUNTY ROAD 473 BETWEEN U.S. HIGHWAY 34 AND WELD COUNTY ROAD 58 DUE TO AN ACCIDENTAL DUMPING OF HAZARDOUS MATERIAL IN THE IRRIGAION CANAL WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs o£ Weld County, Colorado, and WHEREAS, pursuant to Section 42-4-410 (6) (a) , CRS: " . . .local authorities, with their respective jurisdiction, may for the purpose of road construction and maintenance, temporarily close to through traffic or to all vehicular traffic any highway or portion thereof for a period not to exceed a specified number of work days for project completion and shall, in conjunction with any such road closure establish appropriate detours or provide for an alternative routing of the traffic affected. . ." , and WHEREAS, the Board, pursuant to said statute and upon the basis of traffic and personal investigations, has determined that conditions exist which make it necessary to temporarily close to through traffic and to regulate, warn and guide vehicular traffic on said County roads by posting signs thereon. NOW, THEREFORE, BE IT RESOLVED that the Board of County Commissioners of Weld County, Colorado, deems it necessary to regulate, warn and guide vehicular traffic on County roads and any intersections thereof, and it hereby authorizes and orders the posting of such traffic control devices as shall be reasonably necessary to regulate, warn and/or guide traffic thereon for the safety of the general public and that said traffic control devices shall conform to the Federal Manual on Uniform Traffic Control Devices. BE IT FURTHER RESOLVED that the Board of County Commissioners of Weld County, Colorado, does declare and establish that Weld County Road 47} between U.S. Highway 34 and Weld County Road 58 be temporarily closed, with said closure being effective May 29, 1990, due to an accidental dumping of hazardous material in the irrigation canal, and further, that standard official traffic control devices shall be erected at said closure giving notice of the restrictions. r w D4V!/ v�/; T,% -SD �/. �� 900471 • Page 2 RE: EMERGENCY CLOSURE - WCR 473 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day of June, A.D. , 1990, nunc pro tunc May 29, 1990. BOARD F COUNTY COMMISSIONERS ATTEST: T�' / WELD TX, COLO O //ff Weld County erk and Recorder Ate and Clerk to the Board ne . Brant , hairman feee. B C/1UilGtc'� (--- �4�frJ Ge ge X needy, Pro=Tem eputy County C rk Ac-ire-as u APPROVED AS TO FORM: s ante . Ha C.W. l CMC‘'.11 �� County Attorney Gord • • 900471 —. .— _________---- t. ?..1%%z: ::_ ..ti�. . - �, , icA St ' H N - y a - Pe ,_ harricade- - • wINI�Ff Osier 3 12604e(osce! _. life e Tic iq✓rl cad - w' �9"R. d Closed H __------ • H pu�p;,,5 "----1_,---- tit e at.. • • . . • • • • • r--+ • 31 /Iwy 39 fiveeir5e.iacy over ii ; 4Af e //05ur� afire 11:7 . *cc;clei..7Ql olytniJinq 0P ^ OZGrcloys cepa-ipv;ai JJ II-, irrl 504) 0 ,..., n2 ,3 1, •TFTL^ ?� C((oscivP cvCe v7- **,74 14.,., 35/ c/ cg- sir - , SJ7-11/17 _Y oa, DE Awn SY rYIOv-t OcrL S 30 Co • / C'.f.,=D SY •_ Clink.:• CO Jt�":Y RO:J !t^r 7.1 APPROVED 6Y c0:.3::TY Enc.-tuEEn tt VIEL.D COUTITY DEPARTh Mr;Tr Or ET\IGIT -77-7- 1A''= 1 4111. 9004'71 a • ett MEMORACIDUM Clerk to the Board May 30, 1990 r. on. ��1 George Goodell, Director of Road and Bridge COLORADO from t Road Closure Subject: There was an emergency closure of the following road on May 29, 1990 due to an accidental dumping of hazardous material in the irrigation canal. It will be reopened as soon as possible. Please place this on the Board's next agenda: WCR 47.5 between Hwy 34 & WCR 58 GG/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office WCR's 47.5, 58 900471 RESOLUTION RE: APPROVE APPOINTMENT OF JERRY ENGEL TO WELD COUNTY UNIFORM BUILDING CODE BOARD OF APPEALS WHEREAS, the Board o£ County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, a vacancy currently exists on the Weld County Uniform Building Code Board of Appeals, and WHEREAS, it has been recommended that Jerry Engel be • appointed to the plumbing position on said Board, with his term to expire December 31, 1992, and WHEREAS, the Board desires to appoint Jerry Engel to the Weld County Uniform Building Code Board o£ Appeals. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Jerry Engel be, and hereby is, appointed to the Weld County Uniform Building Code Board of Appeals, with his term to expire December 31, 1992. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day of June, A.D. , 1990. 177MBOARD OF COUNTY COMMISSIONERS ATTEST: WEL COUNTY, COLORADO Weld County dierk and Recorder and Clerk to the Board Gene R. Brantner, C rman BC Y 'rrot- J (i1.4,-,L-4) • eorge Ke nedy, Pro-Tem eputy County- Jerk APPROVED AS TO FORM: Con � Constance L. Harbe P�t� C.W. Ki7clSy� -� L Co liunty Atto ney Gor P/. 00y.ffr (. e /,ee,�/ '4fre 900472 RESOLUTION RE: APPROVE APPOINTMENT OF JERRY ENGEL TO BUILDING TRADES ADVISORY COMMITTEE WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority o£ administering the affairs of Weld County, Colorado, and WHEREAS, a vacancy currently exists on the Building Trades Advisory Committee, and WHEREAS, it has been recommended that Jerry Engel be appointed to the plumbing position on said Committee, with his term to expire April 10, 1993, and WHEREAS, the Board desires to appoint Jerry Engel to the Building Trades Advisory Committee. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of weld County, Colorado, that Jerry Engel be, and hereby is, appointed to the Building Trades Advisory Committee, with his term to expire April 10, 1993. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day o£ June, A.D. , 1990. Sh‘itBOARD COUNTY COMMISSIONERS ATTEST: WELD Y, COLO O Weld County C erk and Recorder s� and Clerk to the Bo ene R. Brrantner, Chairman ne B Qi , 7� ,cam Geo ge enred , Pro-Te� '`m Deputy County C rk APPROVED AS TO FORM: nstance L. Ha er • C.W. Kir. y County Attorney Gordo 7/, oaf. CC: SA 7ectiy -4,0e 900473 RESOLUTION RE: APPROVE APPOINTMENTS TO WELD COUNTY PRIVATE INDUSTRY COUNCIL WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, vacancies currently exist on the Weld County Private Industry Council, and WHEREAS, it has been recommended that Tom Scheel be appointed • to fill the small business position, vacated by Pres Montoya, with his term to expire December 31 , 1991, and WHEREAS, it has been recommended that Jesus Martinez and Cecil Vigil be appointed to small business positions, with their terms to expire December 31, 1992, and WHEREAS, the Board desires to appoint Tom Scheel, Jesus Martinez, and Cecil Vigil to the Weld County Private Industry Council. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Tom Scheel be, and hereby is, appointed to the Weld County Private Industry Council, • with his term to expire December 31, 1991. BE IT FURTHER RESOLVED by the Board that Jesus Martinez and Cecil Vigil be, and hereby are, appointed to said Council, with their terms to expire December 31, 1992. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day o£ June, A.D. , 1990. BOA OF COUNTY COMMISSIONERS ATTEST: Alt° WE UNTY, COLORADO Weld County o /'<'V� F%�Clerk and Recorder and Clerk to the B rd Gene :et er, C 1 Gearg a Nfnne Deput�r yCounty lerk APPROVED AS TO FORM: nstance L. ar e "rt '/ • C. . Kir ounty Attorney Gor c f//raelY ee 9?ecjy- ge;e-e/ 900474 Please add the following appointments to the Board's Monday, June 4, 1990, agenda: Wel¢ County Uniform Building Code Board of Anneals Jerry Engel will be appointed to fill the plumbing position, replacing Daryl Korgan. His term will expire 12/31/92. 900472 Pt_OOcs Duilding Trades Advisory Committee Jerry Engel will be appointed to fill the plumbing position, replacing Richard Barber. His term will expire 4/10/93. 900473 __ t cio:/ o Weld County Private Industry Council Tom Scheel will bo appointed to fill the small business position vacated by Pres Montoya. His term will expire 12/31/91. Jesus Martinez will be appointed to fill the small business position vacated by Rine Duran. His term will expire 12/31/92. Cecil Vigil will be appointed to fill the small business position vacated by Ivan Marsh. His term will expire 12/31/92. 900474 Hern1 ;l v RESOLUTION RE APPROVE EMERGENCY D 4 SION OF TER GRANT LOCAL FF IRS HOUSING, AND AUTHORIZE CHAIRMAN TO SIGN WHEREAS, the Board of County Commissioners o£ Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with an Emergency Shelter Grant Contract between Weld County and the Department of Local Affairs, Division of Housing, and WHEREAS, the terms and conditions are as stated in said Contract, a copy being attached hereto and incorporated herein by reference, and WHEREAS, after review, the Board deems it in the best interests of the citizens of Weld County to approve said Contract. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Emergency Shelter Grant Contract between Weld County and the Department of Local Affairs, Division of Housing, be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Contract. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 30th day of May, A.D. , 1990 . @ nI BOARD F COUNTY COMMISSIONERS ATTEST: WELD LINTY, COLORADO Weld County erk and Recorder Chairman and Clerk to the Board ene R. Brantner, ; 44�Lt-1 George K nnedy, Pro-Tem ell - Deputy County erk APPROVED AS TO FORM: oC nsan e•�L. Hers`H r - County At orney Gor /z/10O%,2 ee. NF1 7....des 900466 OkPARTIABITOR AGENCY. 32-00-00 CONTRACYROUT NGtak 90-038 EMERGENCY SHELTER GRANT CONTRACT THIS CONTRACT, made this_day of 19_, by and between the State of Colorado for the use and benefit of the Department of Local Affairs.DMANI of Housing.hereinafter referred to as the Stale.and The Weld County Department of Human Resources. P.O. Box 1805• Greeley. Colorado 80632, hereinafter referred to as the Contractor. WHEREAS, authority exists in the Law and Funds have been budgeted,appropriated, and otherwise made available and a sufficient unencumbered balance thereof remains available for payment In Fund Number10 G/L Account Number 50127 Contract Encumbrance Number num f1 • and WHEREAS, required approval,clearance and coordination has been accomplished from and with appropriate agencies; and WHEREAS, the United States Government,through the Stewart B. McKinney Homeless Act of 1988• Public L No. 99.500. has established the Emergency Shelter Grants (ESG) program and has avowed each state to administer such federal funds to help Improve the quality of emergency shelters for the homeless, to help make available additional emergency shelters,and to help meet the costs of operating emergency shelters and of providing essential social services to homeless IndMduals,so that these Individuals have access to safe and sanitary shelters and supportive senAces and other types of assistance to improve their situations. WHEREAS. the State of Colorado has received Its 1989 ESG Program Furls under Grant #S89DC080001, funds awarded to states are governed by the provisions of P.L 100-404 and P.L 100-628; and WHEREAS, the State of Colorado has elected to administer such federal funds for the state through the Division of Housing pursuant to C.R.S. 1973,24-32.705 (1)(i); and WHEREAS,the division has received applications from political subdivisions in Colorado for allocations from the Federal ESG funds available to Colorado; and WHEREAS, the contractor Is one of the eligible political subdivisions to receive ESG funds; and NOW THEREFORE it is hereby agreed that: t. emits Covered. The contractor shall perform and accomplish all the necessary work and services provided under this cm:tract,as described In the'Scope of Services'set forth in the attached Exhibit A,which is Incorporated herein and made part of this contract by reference, In connections with and respecting the following area or areas: 2. Scone of Services. In consideration for the monies to be received from the state,the contractor shall do• perform, and carry Out In a satisfactory and proper manner. as determined by the state, all work elements as indicated in the'Scope of Services,'set forth in the attached Exhibit A,hereinafter referred to as the'Projects Work performed prior t0 the execution of this coruract shall not be considered part of this Project Page 1 Of 11 Pages 900466 . , 3 S. The performance d the services required hereunder shell be tinder the direct supervision of Walter J. Speckman, en employee+ or agent d contactor, who kt hereby darted as the adze of this project. At any time the administrator-in-charge Is not assigned to this project all work shall be suspended unto the contractor assigns a mutually acceptable replacement administrator-In-charge and the state receives notification d such replacement assignment 4. Time d P d2MX102a. This tented shell become effective upon proper execution of this carsracx The project contemplated herein shell commence as soon as prat icabie after the execution d this contract and shall be undertaken and pedorred In the sequence set forth in the attached Scope d Santee The contractor agrees that time Is d the essence In the perfomance d its obligsttore under this contact and that compledont d the project shall occur no later then the termination date sat forth In the Scope of Services. 5. 0hllaathon.ixoemlltuts and Disbursement d Furede a) per. Expenses incurred by the contractor In association with said project piano execution of this contact are not eligible ESG oxpendhures and shell not be reimbursed by the state. Q CgmgettaalIceuatbpsIstena The state agrees to pay to the contractor, in consideration for the work and services to be performed, a total amount not to eoaeed Forty-F7w Thousand Dollars and No/100 ($45.000.00). The method and time of payment shall be made in accordance watt the'Payment Method set forth herein. 7. Flnaecial Martaaemera. At all tines from the effective date d this contact until completion d this contract, the contractor shall comply with the applicable administrative requirements,cost principles and other requirements set forth In the Financial Management section of the CM Grantee Handbook, hereinafter referred to as the `Financial Management Requirements'. td. famerralettla Unless otherwise provided In the Scope d Services: a) The contractor shall periodically initiate all drawdown requests by submitting to the Division a eaten request using the state-provided form, for reimbursement of actual and proper expenditures of state ESG funds plus an estimation of funds needed for a ressonable length d time. b) The state may withhold any payment If the contactor has failed to comply with the applicable Meng& program objectives, contactual!terra, or reporting requirements. c) The state w0 withhold payment of the final five (5) percent of the total contact amount until the contractor has submitted and the Division hes accepted all required Financial Status Report and Performance Report information. 9 Ala a) Dismilmenatsilt. The state, through the Executive Director of the Department the state Auditor. or any of their duly authorized representatives, including an independent CoroP.®d Public Accountant d the state's choosing,or the federal government or any of its properly delegated or authorized representatives shall have the right to inspect. examine, and audit the coruradoes (and any subcontractors) records, books. accounts and other relevant documents. Such discretionary audit may be requested at anytime and for any ration from the effective date of this contract until fives(5) years after the date firs!payment for this project is received by the corntractor, provided that the audit Is performed during normal business hours. PER 2 of vi Pages 900466 b) Malty Audit. Whetter or not the state cats for a discredatery audit as provided above, the contactor shall Include the project in an Bissau audit report as required by the Colorado Loral Government Audit Law, C.R.S. 1973, 29.1.801,fltsee and the Single Audit Add 1984, Pub. L 96-502.24 CFR Fart 44, and federal and state Implementing rules and regulations. Such audit reports shat be simultaneously submitted to the department and the sale audkor. Thereafter.the contractor shat supply the department with copies of ail correspondence from the tote Auditor related to the relevant sudk report. If the audit reveals evidence of non-wolframs with applicable requirements, the department reserves the right to Institute compliance or other appropriate proceedings notwithstanding any other judkdal or administrative actions filed pursuant to C.R.S. 1973. 29-1-607 or 291-008. 10. Contractor.An Independent Contactor, Contractor shat be an independent contractor and shat have no authorization, express or implied. to bind the state to any agreements, settlements, liability or understanding except as expressly set forth herein. It Emmet The contractor represents that he has, or will secure at his own expense. unless otherwise stated In the Scope of Services, an personnel,as employees or the contractor, necessary to perform the work and services required to be perfommed by the contractor under this contract Such personnel may not be employees _ of or have any contractual relationship with the State and no such personnel are eligible for any employees benefits, unemployment compensation or any other benefits accorded to state employees and Contractor agrees to indemnify the state for any costs for which the state may be found liable In these regards Contractor shat pay when due at required employment taxes and income tax withholding. All of the services required hereunder will be performed by the contractor or under his supervision. and d personnel engaged In the work shall be fully qualified and shall be authorized under State and local law to perform such services. The Contractor is responsible for providing Wodcrnen's Compensation Coverage for at of ks employees to the extent required by taw.and for providing such coverage for themselves in no case Is the State responsible for providing Workmen's Compensation Coverage for any employees orb of Contractor pursuant to this Agreement and Contractor agrees to indemnify the state for any costs for which the State may be found liable in this regard. 12. Centred Susoenslon. If the contactor fails to comply with any contractual provision,the state may,after notice to the contractor.suspend the contract and wkhhdd further payments or prohibit the contractor from incurring additional obligations of contractual funds. pending correctly*action by the contractor or a decision to terminate In accordance with provisions herein. The state may determine to stow such necessary and proper costs which the contractor could not reasonably avoid during the period of suspension provided such costa were necessary and reasonable for the conduct of the project. 13. Contract Termination. This contract may be terminated as follows: a) 7anminatlon Dmtto Lnof urgi g+, The parties hereto expressly recognize that the contactor Is to be paid,reimbursed,or otherwise compensated with federal ESG funds provided to the state for the purpose of contracting for the services provided for herein or with program income, and therefore. the contractor expressly understands and agrees that all its rights,demands and claims to compensation arising under this contact are contingent upon receipt of such funds by the state, in the event that such funds or any part thereof are not received by the state, the state may immediately terminate or amend this contract b) Termination for Cause. If,through any cause,the contractor shell fall to fulfill In a vmely and proper manner his obligations under this contract or If the contractor shall violate any of the covenants,agreements, or stipulations of this contract, the state shall thereupon have the right to terminate this contract for cause by going written notice to the contractor of such termination and specifying the effective date thereof.at least the(5)days before the effective date of such termination In that event,at finished or unfinished documents, data,studles, surveys,drawings,maps,models, photographs,and reports or other material prepared by the contractor under this contract stork,at the option of the state, become Its property.and the contractor shall be entitled to receive just and equitable compensation for any satisfactory work completed on such documents and other materials Page 3 of 11 Pages :z 9041 Notwithstanding the above,the contractor shell not be relieved of liability to the state for any damages sustained by the state by virtue of any breach of the contract by the contractor,and the state may withhold any payments to the contractor for the purpose of setoff until such the as the exact amount of damages due the state from the contractor Is determined. 14. Termination for credence. The state may terminate this contract at am/time the state determines that the purposes of the distribution of state ESC monks under the contract would no longer be served by completion of the project The state shall effect such temanation by giving written notice d termination to the contractor and specifying the effective date thereof.at least twenty(20)days before the effective date of such termination. In that event,all finished or unfinished documents and other materiels as described in subparagraph(b)above shall,at the option of the state.become its property. If the contract is terminated by the state as provided herein,the contractor will be paid an amount which bears the same ratio to the total compensation as the services actually padorhed bear to the total services of the contractor covered by this contract less payments of compensation previously made: Provided,however,that ff less than slaty percent(60%)of the services covered by this contract have been performed upon the effectNe date of such termination,the corwactor:shall be reimbursed (in addition to the above payment) for that portion of the actual out-oi-pocket expenses (not °therwlee reimbursed under this contract) incurred by the contractor during the contract period which are directly attributable to the uncompleted portion of the services covered by this contract. If this contract is terminated due to the fault of the contractor, Paragraph 13 ' above relatNe to termination for cause shall apply. 15. Modification and Ama,hdment. a) Modification by Operation of Law. This contract Is subject to such modifications as may be required by changes in federal or state law or regudatlona Any such required modification shall be incorporated into and be part of this contract as If fully set forth herein. b) ErognagenciluglegaSanne. The contractor must submit a written request to the Division and obtain prix written approval from the DNlalon for programmatic or budgetary modifications. c) 2baridgjEgathms. If either the state or the contractor desires to modify the terms of this contract other than as set forth In subparagraphs a and (b)above, written notice of the proposed modification shall be given to the other party. No such modification shall take effect unless agreed to in writing by both parties In an amendment to this coruract properly executed and approved in accordance with applimble law. i6. klegratIop. This contract, as written, with attachments and references, Is intended as the complete Integration of all understanding between the parties at this time and no prix or contemporaneous addition,deletion or amendment hereto shall have any force or effect whatsoever, unless embodied In a wmtten authorizaUon or • contract amendment incorporating such changes, executed and approved pursuant to applicable law. I jh a) EinartglaSrla. The contractor shall submit to the Department four(4) copies of monthly financial status reports In the manner and method prescribed by the Division. b) Begcmanceiesatts. The contractor shall submit to the Department two (2) copies of monthly performance report and a project completion report in a manner and method prescrbed by the Division. 18. 21011101.212,2=. a) in the Cased Procurement In the procurement of supplies, equipment, construction and services by the contractor and as subcontractors,no employee,officer or agent of the contractor or its subcontractors shall participate in the selection or in the award or admirhstretion of a contract if a confiks d interest,real or apparent,would be involved. Such a conflict would arise when the employee,officer or agent any member d his immediate family; his partner, or an organization which employs, or is about to employ. any d the Page 4 d 71 Pages ;:.3.7.:("; S..©466 above.has a financial or other interest In the party or war selected for award. Officers.eemick nor accept gratuities. �Woyees or ar ing ts ts a tare monetary value and its sfrom ubcontractors or potential ractore shall es to tetrer raads. ldi near:Rod items provided as gut are not prohibited�Intrinsic Laval of�items is nantnel. b) jrallraftlatbflablifthiCaninfra. in all cases other than procurement(Including the provision of housing rehabilitate assistance to individuals.the provision of assistance to businesses,and the acquisition . end disposition a real property), no persons described in subparagraph 9 below who exercise or have exercised any functions or responal6Yks with respoct to ESG activates or who are in a position to participate in a decision mating procesa or gain Weide information with regard to such activates,may obtain a personal or tends!interest or benefit from ifs activity,or have an interest in any contract subcontract or agreement with reaped thereto,or the proceeds thereunder, either for themselves or those with whom they have famiy or business ties,during their tenure or for one year thereafter. t) Persona Covered. The conflict of Interest provisions d this paragraph b)apply to any person who b an errmpioyee. Wert, consultant, officer, or elected offfccial or appointed official of the contractor or of any designated public agencies or subcontractors receiving ESG funds. • (I) Threshold geoulrerrems fnr Fvrnpntinrir Upon the written request d the contractor, the state may grant an exception to the provisions of this sobs aragraph b)when it determines that such an exception will serve to further the pure cess of the ESG program and the effective and efficient administration of the contractors project- An exception may be considered only after the contractor has provided the following: a. A disdosure of the nature of the conflict,accompanied by an assurance that: b there has been or MI be a public disclosure of the conflict and a description d how the public disclosure was or wit be made:and the decision making process w h r�w or the to the specific ESG assisted actMry in gwsdon;and b. An opinion of the contractor's attorney that the Interest for which the exception Is sought would not violate state or local law; and g. A written statement signed by the chief elected official of the contractor holding the state harmless from ail liability in connection with any exception which may be granted by the state to the provisions a this subparagraph b); In determining whether to grant a requested exception after the contractor has satisfactorily met the requirements d subparagraph II) above, the state shalt consider the cumulative effect of the following factors.where applirahle: a. Whether the exaction would provide a significant cost benefit or an essential degree of expertise to the project which would otherwise not be available; !?, Whether an opporamay was provided for open competitive bidding or negotiation: y. Whether the person affected Is a member of a group or class d low or moderato Income persons intended to be beneficiaries of the ESG assisted actMty,and the exception will . perms such person to receive generally the same benefits as are being made available or provided to the group or class; g. Whether the interest or benefit was present before the affected person was in a position Page 5 of 11 Pages 50®466 as described in this subparagraph b): a. Whether undue hardship wig result elther to the contractor or the person affected when weighed against the public interest served by avoiding the prohibited cordlict and f. Any other relevant considerations. 18 At as times during the performance of this contract the contractor all applicable staany subcontractors tun �Y adieus guidelines pursueut thereto o all applicable ?edam! and state happlicable f�ederai d standards. ragtdatlons. nterprstadons gWd regulations inducts: a) The Endangered Species Ac1`af 1973 (16 USC 1531 et seq.), as amended, requiring that actions authortzed, funded, or carried out by the federal government do not jeopardize the continued existence of endangered luck species ick Isdetermined threatened sir of th Interior,after contucttadoe with th Indio destruction or modification e stele.to bhe ee cc b) taErad920n0CLUCCIfirda(24 CFR Part 51) providing national standards for noise abatement and control,acceptable separation distances from explosive or fire prone substances and sultable land uses for airport runway deer zones. c) The Lead-Based Paint Poisoning Prevention Act — Tine IV (42 USC 4821) prohibiting the use of lead-based paint in residential structures constructed or rehabilitated with federal asalsmnee, and requiring notification to purchasers and tenants of such housing of the hazards d lead- based paint and of the symptoms and treatment of lead-based paint poisoning. d) Section 3 of the Housing and Community Development Act of 196$(12 USG 1701 (u).as amended. ' providing that, to the greatest extent feasible. opportunities for training and employment that arise through HUD-financed projects, will be given to lower-intone persons in the unit of the project area. and that contracts be awarded to businesses located in the project area or to businesses owned. In substantial part, by residents of the project area e) ;fiction 109 of the dousing and Community Develoomert Act of 1974 (42 USC 5309), as amended. providing that no person shall be exdudsd from participation (Inducting employment). dented program benefits or subjected to discrimination on tie basis of race,color, national origin or seat under any program or activity funded In whole or In part under Title I (Community Development) of the Ad: f) Title VI of the_CMI Rights Act of j 964(Pub. L 88.352:42 USC 2000(d) prohibiting discrimination on the basis of race, color. or national origin In any program or activity receiving federal financial assistance. Tine Vin of the Rights (Pub.L 90-284:42 USC 3601).as amended, popularly known as the Fair Housing Act, prohibiting housing discrimination on the basis of race. color, religion, sex, or rational origin. and requiring HUD to administer its programs in a manner which afflmnnWely promotes fair housing. h) Daleuilvo Order 11teS(1985).as amended by Executive Orders 11375, prohibiting discrimination on the basis of race. color, religion, sex or national origin In any phase of employment during the performance of federal or federally-assisted cortracts in excess of$2.000. gogi tiva Order 11063 (1962).as amended by Executive Order 12258. requiring equal opportunity in housin' g by prohibiting discrimination on the basis of race, color, religion, sex or national origin In the sale I or rental of housing built with federal assistance. Page d&d 11 Pages ��c6 ...` maw ---mmmommansmaammininall Qualified individual shag solely by �X77 ba artp�� providing that no Moipation nte e federal employment),denied ProDram benefits or subjected to decrknt�under from 0nun receiving excluded from 10 program participation,or be a denietlPn7nr(42 U 101). as amended, � thatct►vity receiving federal funds, subjected to dominationc on th no e person .hap 9Laumawca. basic[sage under any assast sacsadministered byDepartment acontractor shall evalt pax��j' `c"oe"d that far r�and status of the Housing and urban ctn�e a other parliaments In a and rd and Ineligible Contractors and pants.Grant by inn with HUD's as wee as other relevant aspects Fronded. m) 'Consolidated Use a Debarr«o, Suspended rehabilitation latlod or conversion publicly owned �►�S prescribed 4 Part design. construction.h' Inq�alteration far wtiihave ready access to and use of such shad be fog strtr�ttues. Phyakx►►Yhandkappedper=ohs w,have 20. program. The contract an. The wil state monitor�� operation aerie 1e and the state has mate for compliance with the theract with the factor under the ESG the U.S. Department �' ►e9u�tkx�t, requirements and guidelines parties 21, partment a Housing contract also b subjemonitored ct d Vie c��,�,,��``,�,`` �and Urban Qevelopment, �+�WL. To the �' any toY be accomplished within the at thb i contract may and - ea the rn or provision hereof ebt declared th q�or bof�ecartecontract,the terms a this o ance a�obliare severable,ga should tions a the shall not aft construed as waiver o1 anyany other alter teterm a provision met The Waiver a any breach of a te Imperative for any reason.such rn eor� 22. ! not be of and be binding upon the parties a c�as herein otherwise Provided, . 23. any st+bcorrcraaors hereto, areal thelrrggp es agreement steal► inure 20 the benefit assign or otherwise Neither ve��areal assinn.. without Pose a this codtrad or pa�^°ranysubco,��her eto may the contract llaabbpehy consent Nsubcontract'� �Of Its Me. alt therein, . the des the other of 24. contract shalt in any case release enterprises yip have t� contract .3 EMBrDrlee e_ . It is the contracts. The m dUnt pr to policy a the State a contracts. wait theco efficient�aor agrees to use its beat efforts �Pate this policy the to tit rn�O that a Mxt minority oo business consistent means a buslness��pe of this used in his nt the fyry�� Want enterprise' owned means a b percent a which is �cG the tens •m PIn the c s and : Purposes w this businesses. siness mat least 51 percent a the stock a w is��droop ►nb by bFo► the publmembers or,In the nishespealdng Americans. Asian Americans American Indians,9Arnprlcad members are er1 �� n, ry group For of mP tlic a by bidders, d end deed not conduct independe�ir�subcontractors d contractor may rely on written 25. g their abacus as rnlnorhy business enterprises aatrdeekailco. The to which it distributes funds under the Emergency�ctor its chart k w ensure d by non-profit corporations Shatter Grants Program with: s)[.`;s.. Pag • e 7 of 11 Pant. 9®®466 a. Use es an Emeroency Shatz(24 CFR,575.53).requkk+0 tied Noy building for which emergency shelter grant amounts are used must bs natrtaked as a shelter for the homeless for not leas Iron a three-year period, or for not less than a 10-year period lf the get amounts are used for major rehabilitation or conversion nrersion d the building. b. Ca!Sethi:tihe Applicable Pedal The three and 10-year periods referred to into paragraph(a)of this section begin to run: 1. In the ease of a building that was not assented as an emergency shelter for the hon+eleas before rooelpt d gnat amounts under this part,an the date of Inklit occ:uptady as an emergency shelter for the homeless. 2. In the case of a building that was operated as an emergency shelter before receipt d grant amounts under this part on the data that grant*motets ars first°Mated oil the shelter. • c. ; DuMixt Standardg (24 CFR, 575.55). requiting that any building for which errergaicy shelter grant amounts are used for renovation,conversion,or major rehablikadon must meet the local government standard d being In safe and sentry condition d. Assistance to the Homeless (24 CFR, 575.57), requiring that tameless individuals must be given assistance in obtaining: 1. Appropriate supportive services,including per anera housing,medical and mental health treatment. counselk+g, supervision.and other services'sandal for achieving kideperdent IA4sg 2 Odrer federal, state, local and private assistance available for such indlvlduals e (24 CFR. 575.33 (c) (IV)), requiring that i► grant amounts are proposed to be used to provide emergency shelter fort*homeless In hotels or motels,or other commercial facilities pr0yiding transient housing.the contractor: 1. Has executed (or will execute) an agreement with the provider of such housing that comparable IhMg space.In terms of quality,available amenities,and square footage.will be availed'in the facility for use as emergency shelter for at least the applicable period speckled In (24 CFR 575.53):and • 2. Leases negotiated between the contractor and with the provider d such housng make available such living space at substantially less than the daily room rate othernAse charged by the facility;and 3. The contractor has considered cling other faculties as ernergoncy shelters,and has determined that the use of such living space In the facilities ;rallies the most cost-effective means of providing emergency shelter for the homeless In ks Jurisdiction. I. Environmental review, (24 CFR, 575.33 (4) ()), requiring that no renovation, major rehabilitation. or conversion activity funded wider this part will: 1. Involve adverse alterations to a property that Is listed on the National Register of Historic Places. Is located in a historic district or is immediately adjacent to a property that to listed on the Register, or is deemed by the State Historic Presentation Officer to be eligible for listing on the Register. 2. Take place In any 100-year flood plain designated by map by the Federal Emergency Management Agency. Page 8 of 11 Pages 900466 3. In lieu of the environmental review certification regdred by tho preceding penigrapt MO)b(2). renovation, major rehabilitation or conversion of a building may be curled out with e=SG animas a an environmental revlew d an area h whit h the proposed activates are to be located was previously completed for the purposes of*nether HUD program under 24 CFR Part 50 or 58 and addressed properties, activities and affects comparable to those proposed and applicable for ESG aaabsance. g. Q2211122gLamas (24 CFR,575.35 (C) (2)) . rogueing a restriction of the obagadon and tho use of ESG amounts,unless the contractor determines.with state and HUD approval,that the only reasale locations for the assisted activities predude the certifications(f) (1) (2). h Matehtna Funds (24 CFR. 575.51(8)), rogueing that the contractor shell supplement its emergency shelter grant amounts with en equal amount of funds from sources other than under this part. These funds must be provided after execution d the contract. Contractor may comply with this requirement by providing the supplement&funds Itself, or through supplemental funds provided by a nonixo t redplent(s). L Catculati the Matching n call (24 CFR 575.51(b)), requiring that, In caldfatlrg the amount d supplemental funds, there may be included the value of any donated material or bolding;the value d arry . lease on a building:any salary paid to staff of the contractor or to any non-profit redplent(a) In carrying out the.emergency shelter program: and the time and services contributed by vdunteers to cany4ra the emergency shelter program,determined at the rate of S5 per hour. The contractor shall determine the value of any donated material or building.or any lease.using any method reasonably calculated to establish a fair market value. 2& Syotalof Provisions. Notwithstanding any termination of this contract,the same shall continue in force and effect as to any provisions hereof which require observance or performance by the state and contractor subsequtint to the date specified for termination,and it Is understood and agreed such provision shall survive any said termination date. 27. §ugsgaratain In the event that the Contractor determines that some or as d the sondes*approved herein aro to be provided by an organization ahoy then the Contractor, a written subcontract shall be executed between the Contractor and as subgrantee. A ropy of the subcontract shall be sal:added to the Division d Housing within 10 adendar days of its execution. • Page 9 of 11 Pages 900466 r...4wao1R SPECIAL PROVISIONS CONTSOf.LIGn APTROVAI. 1. The porylen is applicable to rry contract involving the payment of moan by the Store. rem AVAILABILITY 2. Financial obligations ado State payetee earth.aurae fiscal yew an contingenaron funds for that repose being appropriated.budgeted sad carer side available. ROM,RECIWR GINT 3, maianaorrYvoMathemeantafmanthan(tlb'thoewnddollenformeaoamaaia4aectioa.mom.msboonsam.orimAovememdanybonds& road.bridp,viadaa.nand.eaoveraor odor rota err for dds Star.the oomaaorra re:ereeatwissthepr4ormeenaefrg inch oak Ydadedkrs ooatrntdelyereoute and deliver end Me wank official floes dram appears babrfrOaState.aioodandaleisabod rods aomPabieeretybbe approved by said elgdi a a Pend sans not lesa then onoheYdthe total ace= by do trees ark cast.Such hoed shag be duly eraaa 117 a gvelif{tdcatpontescrap,oaditiarrd for there and hhhiWperforms=ofthea owed aadaaddkica.shallprwkedrIfdreommeehbmboaetractors fait b duly pay for any are.materials.team hire,sustearce.proWeiom.proneador arbor papawtradarDim medbyauehaosnaororhissaboorraaaria prfantraare oarcrowed a be dom.the surety IC pay the same In an arrant not exceeding the am swilled lathe bad.Mode widt nava ram roe deicers ant per arrm.UNaa such bond.Wets ea regard,baaoaed.delivered ad Med.nordne in favadtheamveaaadar wider tdswvaa shall beaditd.agaredorpaid.AaNf4daeaaNar aahrtaabenkmoaryrdrpeyabYmueTnrmadthe Stmradondompbe aawpae Ylira had.Thie parka is in compliance with=6406 CRS,as amoral. ADE3CCFICATION 4. To the coca authorised by lee,the eaaranor Wag Indemnify.saw and hold harmlm the Star,it employer and ass■ ho any and al dare. damepa,liability and court wards including Can.aspnaa.and attorney few loomed as a trek of any as oe omission by der amtreaor,ce ke employem. yea%wbaamaemn,or assignees pursuant to the terms of this contract DISCRDIIdATION AND AFFIRMATYVE ACTION S. The retractor agrees m comply with the letter and spirit of the Colorado Andd a3odtroohAaof1957.asaondd.endahrapplicablelacewooing discrimination and unfair employment crakes(24-34-402-CRS 1982 RepleaamesVoL),and as requited byEsaaeive Order,Fgeal Opparaity ed Affirma- tive Aetka dated April 16,1973.Amman therm the following poulsism shelf be coalLrd be on Sorg owns=or srba ooreen. During the petfa taer d Nis contract,to contractor agrees es fart (1) Thammaaa.innotdidedminateagaiacanyemployeaarapplicantforemploymentbecaumdto0.creed,color.nationalwarsr,mrkYrama. religaaartoasry.meadaphyakal hadlosp.ceasa.The ooseraorwmtaie afgrmalve sedoomlaamethat apart"are employed.add atetplormae seated dozing employment.without tWd to the abcwaraiad ehraariw7cs.Sash ados+hail kola bawd be Snead tare following a ployars. upgrading.&modal.or ureter.recruitment arm:Mun madwneinabyomsatermaatioaaeeryofpaycrateformsdaampeaaaiotindsetdafar trainkt8•includirgappradephlp.The contraact awns wpm in renspirousares.nallable to employees end applicants for employment,nodastobegeo. ddd by tho contracting officer sadist forth provisions dais sadbaielaaias clause. (2) The connector 1.In all sWdntionswor iesmmtfeatpbywpYadbyacerb tithe antrsctaGeum that'Demeaned applkmaw4Arare mtidendon for amvloyment without regard to ram and.color.moral origin,sic.marks:aMa trgglan,anoesoy,matt or physical handicap,or ate• (3) The conuactor will send to each labor union or reproseradv•of eaters whit whirler Ites calectir bargainingavaamaatteothrcomma,=damn&Mg.notice to be provided by the amain akar.advising the wan'reprasetedve of the contractori anions under Order.Equal OpPmmNO and Af lmedve Aatb4 dated Apra 16,1975,led take at rim.inigidoat.and Mwam Can ° the Encore (4)TbeemaaardlabaaionswmlbthhsatafamsdonadnPattpdndbyEzee d oAds.EgeiOaporeakyadASamodnAaandApgl6. 1975.and byre eula.ngiadae and Orden tithe Oowmor.cepenoar Haab.ad vernal'real'ammo hb boolre.mar.and amain by the coaraains anaQt and the cake of the Governor or his deepen for pewee dlsndpdon to rcasia mpYena with such rules,warm and orders. (S) A labor cepairaion not exclude any individual otherwise qualified from fail membership rights is such Lbw organkatica *pr any such individual frommembenhiplastublabororgenirationmdiscriminateepeeswarmembrslaNdfrtgcermetofvorkopporemky,becauseamokmed.col r. sr.national crigia.or army. (6) A labor orgsdsaaa.tribe employees or taratinethereatra natal&ahr.Mdoe.anmPYacoerce dr doing daay act Maria dela enstreatobe8r crimesmryor*saws a pinion say person from complying meth the previsiondthb contract or any ceder bunted thamedineraaemp[aim drab'es .. htdhectly.b 00mmk any act liaised la Otis rct to be dbmds abrory. 3953101-1022 Reeked 1/11 peso 10 of 11 pops 0.416001.0 -�- :1%..0466 • Form 6-AC-O2C (7) In the mat of the contranor's soweempliance ink the sowdbahnisadoeclemesotgaiscostresswor with any drawn rtdes.nrpdasionkarordadis comma mq be Cancelled.terminated re'expended in when ern paw and tin eseactarmay be dectand LeDgm1•for firths State anew=a smd.ate with procedures.aahonied In Eleeudw Oder,Egad*Depart),and Affiseiw AeiadApre 16.1973 ad the rang.sepetlwaorodes pradprd S accadsr*ankh.and such other wined=as may be imposed and remdles as may be Srol eds provided S Ettecetlw Order.Egad Opp:amity and Aftlneatlw Actin of Apra 16. 1975,r by Ma reesledo4 or cedes protw)peed is exordium thweeidL at as otherwise prodded by law. a) The contra:0mM include the provisions of pandsple(3)through(8)Ist any unman and subconwitan Pythias Ordains's:I nuonsed br Mc& reguladoos.rollersisudpageantbExewdwOrder.EgadOpporume,andADbianierAnioe*MornI&ins.sothuwrhyre toonniIIbeNein upon each subcontractor or vendor.The cootracear will take ma anion with nemect my adecomnaing or perdue order as the soda(agony may din is a mess ofesforeSg such partakes.Indhding manta for nce compWmt prodded,been.that in the curt the cntactorbecame evdred in.orbthnaasdwith,litiptice with der mboonbat:arresdarmaraheachdire:dosbytheconveningagm4.thecotacarmaynaretheStec of Colorado to an gam cues>Idtnios b poem the Seen at the Sam of Caton* COLORADO LABOR PREFERENCE 6a. Provisions of S-17•101&102.CRS for preference ofCMonclo laborers applicable;Otis conaadtifpabidc wafts within the Sum an undertakes hareem. der and are Msrd S whole or in paw by gate hada. A Wh.a eonsavaion contract for•public segeet is to be awarded to a Mew.■resident bider shall be snowed a prdaeaee spin[a nonresident bidder dam a state a foreign counuy equal to dm preference gives&required by the fan agonies canary in welds the sonresided bidder le a redder.Ifs b deem mind by the alnder eespmdDle for awarding the bid thataotOBasce with the ssbenten A6 sow nee denial of federal hods whine would otherwise be avail efts Ore inbeiiaaoeeieent cosh n9abwaeededealbrethis sebseaica than besegsded,but adytothe cant aaaswry toprewmdenial of doemoneysrbd knd niinancy with heed retpthemens peons 8.19.101 and 102.CRS). GENERAL 7. The laws of the SeeefColn&and ndwi regulatioslamed pottage the eshdabeappliedintheinterpmtadogenemlmandeaforment&this need Any pravidon arse contract whether or am incorporated herein by rafniCe which worides for arbitration by any esv.-jadiod body ar pwsce r which Is adnwwissle conflict with said laws,mks and repdadomm than be con ddered neon sad void.No hies ee end in thy prorision ineorporaed herein by reference whith purports to septa this or any Other special powisice In Ida*or in port shell be valid aradatableor available in any 81:600 at Jew whaling w4'&complaint defense rgNenview Any plodde wended nun and void by the operation Odds p ud ica will eminvalidate tea rameitdwof this cosmic b the mums that the omen is capable of newtlos At a6 time darbd the performance of this Canna,me Coaaaaor shell melody admen b an applicable federal and state laws,rules end repletion:that haw been or may hereafter be established 9. The signmorks hereto aver that tiny me thralltar with 164-301.et.seq..(Bribery sod Catnip Influenced and 34401.et seq..(Abuse of Public Vaal CRS 197E Replacement Vol-and that no riotedoq of such pravisbes b present 10. The siesmds der that to their knowldp, no pate employee has a personal or bsdidal inure whatwever b the service or property described bonier IN WITNESS the pane'Unto hew eaaerd this Contract on the day Drat-hove wppn. Common (FuA Ltgd Name) /L area a caas•ao Gene R. Brantner ROY RORER, GOVERNOR Weld County Board of Commissioners Pcedooa(rIt1e) Cha fan �nmetrervtDraaCtDrt. 84-6000813 ' ass some l eeaw w Mawr LID.NYS DEPARTMENT (lf OF Anae(Sad) e4 I Ca Sag w rentraro A rter d► APPROVALS ATTORNEY GENERAL CONTROLLER BY BY ace 11.tirrrrll w„ aa,/30pi0(MaM.I/Id, i.-ate rum•.ea sane ram f7C4B1T A County of Weld a This project consists of wing emergency shelter service funds under the Stewart EL McKinney/kt Emergency ySS�Grant(ESG)to the contractor to help M�prove the quality a emergency shelter services for the A homeless person Is defined as: 1. An Idtvidual or family.which lacks a fixed, regular, and gdeguate nighttime residence:or 2 An individual or family which has a primary nighttime residence that is: • a.a supervised publicly or privately operated shelter designed to provide temporary IMng accommodations (including welfare hotels, congregate shelter, and transitional housing for persons with mental Illness): b. an institution that provides a temporary residence for IrxiMduals intended to be Irina:ttlons0DA: or c.a public or private place not designed for,or ordinarily used as a regular sleeping accommodation for human beings. ESG funds may be used for the following activities relating to shelter services for the homeless 1. Developing and Implementing homeless prevention activities including, but not limited to short-term subsidies to defray rent, mortgage,and/or utility arranges, securfty deposits or fiat month's rent and mediation/legal services. 2 Rehabilitation of wilting buildings.including improvements to increase the efficient use of energy in buildings. (Rehabilitation means labor, materials,toils and other casts of imprcvAng buildings, including repair directed toward an accumulation ' d deferred maintenance;nttenana: replacement of principal lbdures and components of edging balding"; installation of security devices and improvement through alterations or additions.) 3. Payment of shelter maintenance,operation,(Including adminbtratlon but excluding staffing costs) rent, repair. security, fuels and eguipmert, i surance, utll IOS and furnishings. 4. Provision of essential services, including (but na limited to) services concerted with employment health. substance shoe. education, or food. inducting staff neeessnry to provide such services. Grant amounts provided may be used to provide essential services only it the service is a (a) new service, or (b) a quantifiable Increase in the ievei of essential services provided with local funds during the 12 months before the Contractor received Its initial ESG grant. i Page 'I of 2 Pages gL0466 ESG funds may not be used for activities other that those authorized. For example,ESG funds may nee be used for. 1. Acquisition or construction of an emergency shelter for the homeless; 2. The goat of staff involved In overseeing the operation of the sheCer; 3. Rehabilitation services,such as preparation of work specifications,loan processing, or Inspections. e. EDSOSULUS et Iliki S� ��SiAm0lil>Z Rehab S 7,200.00 $3,800.00 $3,600.00 Operations pe 80.800.00 40.400.00 40.400.00 Services ,2 Qg9d>Q 1.000.00 1.060.00 TOTAL $90,000.03 $45,000.00 $46,000.00• *The Contractor shaft certify.In accordance with the provisions of Paragraph as@ Contained In the main body of this contract that it will match the SSG amount Cf$45.000.00 with an equal amount of local funds in the form of cash and/or inakxf contributions. Interim payments are to be made upon submission of appropriate documentation which b detailed In the Department's Financial Management Manual. Tie Contractor can request funds as needed. C. Time of performance The project effective date is July 1,1900. The project shall commence upon the execution of this contract and shall conclude on or before June 30.1991 unless otherwise extended by mutual agreement upon written justification received by the Division of Housing 30 days In advance d the expiration date. D. Sonlmctl,htal2dpg The State will monitor the Project on an as needed basis. Monitoring would be conducted b!,! the Department Cf Local Affairs. Division of Housing. E Aetxxtin0 hedyje • The Contractor will submit monthlyfinancW status and program reports detailing the progress tithe Project There will also be a find financial and program report submitted within 30 calendar days after the completion of the Project Interim and find financial reports must be submitted in accordance with the Department's Financial Management Manual. revised February 1988. Program reports will be submitted In the format prescribed by the Division of Housing. Page 2 of 2 Pages 900466 Act4i2, MEMORAn®uM Gene Br r, Board of of County Commissioners One May 29, 1990 / COLORADO From Walter J. Speckman, Executive Director, Human ResourcestUar ant.o,. Emergency Shelter Grant Contract v Enclosed for Board approval is the Contract between the Weta County Division of Human Resources and the Department of Local Affairs for $45,000.00 of Emergency Shelter Grant Funds. After approval of this Contract, the Weld County Division of Human Resources will subcontract homeless services to the Transitional House, Guadalupe Center, and A Woman's Place for $15,000.00 each. If you have any questions, please telephone me at 353-3816. hrecte , mm s i !, May 29, 1990 MEMORANDUM TO: Clerk to the Board FR: Susan Montoya, Human Resources RE: Emergency Shelter Grant Contract Enclosed for Board approval_ are seven (7) Copies of the Emergency Shelter Grant Contract between the Division of Human Resources and the Department of Local Affairs. Please return all copies once they have been signed. When we receive the original with the Governor's signature, I will send you a copy. If you have any questions, please telephone Marilyn Carlino at 353-3816. Aost'ir MEMORAnDUM Gene R. Brantner, Chairman IllikBoard of County Commissioners May 31, 1990 7o Om. Jeannie Tacker, Business Manager, Health Department COLORADO From Sampling and Analysis o£ Pollutant Discharge Agreemonc SOWOCV Enclosed for Board approval are two agreements for sampling and analysis of pollutant discharge by the Weld County Health Department. The contracts are with the following entities: 1. Roggen Disposal Inc. (Northern Colorado Brine) - Total Contract Amount - $62.00 fee per well. 2. Weld County Disposal - Total Contract Amount - $37.80 fee per well and $35.00 per hour fee for pick up of the sample. If you have any questions, please feel free to contact me. JT/ja M` • RECEIVED SANITATION 0:VISION MAY 25 ]990 Pig,iD GD'M HEALTH DDT AGREEMENT FOR THE SAMPLING AND ANALYSIS OF POLLUTANT DISCHARGE BY THE WELD COUNTY HEALTH DEPARTMENT 42.41 Agreement entered into on this c‹...."-day of 19 by and between erein the "System", which includes Suppliers and Permittees as defined in Weld County Ordinance #608 and the County of Weld, State of Colorado, by and through the Board of County Commissioners on behalf of the Weld County Health Department for the Sampling and Analysis of Pollutant Discharge. I. AUTHORIZATION TO ACT The "System" hereby authorizes the Weld County Health Department to perform the services listed in this Agreement and in Weld County Ordinance #60B, Testing of Drinking Water and Pollution Discharge, which is incorporated herein by reference, on behalf of the "System". Weld County Health Department shall act as an independent contractor in relation to the "System" in the performance o£ its duties under this Agreement. II. TERM OF AGREEMENT This Agreement shall become effective on January 1, 1990 and shall remain in full force and effective until December 31, 1990. III. SERVICES TO BE PROVIDED BY WELD COUNTY HEALTH DEPARTMENT 1Voo of Test Contracted No. of Samples Contracted Fee Brinewater Disposal Site Sample (Monitor Vella) (Samples Quarterly) TDS $ 5.15 PH 1.05 Iron 4.20 Sodium 4.20 Sulfate 6.20 Chloride 6.40 Potassium 4.20 Calcium 6.40 Total per well $ 37.80 Fee for sampling per well 25.00 Total per well $ 62.00 a— � -2- The methods used by the Weld County Health Department in providing said services shall be in accordance with Section I(B) of the Weld County Ordinance #608. Weld County Health Department shall provide further services as mutually agreed upon by the Weld County Health Department and the "System". IV. OBLIGATIONS OF THE "SYSTEM" The "System" shall have the obligations as set forth in Section II(C) of Weld County Ordinance #608. The "System" shall pay for the services rendered by the Weld County Health Department according to the contracted amount. Payment • shall be in four (4) equal installments which will be due on the last day of each quarter; i.e. March 31, June 30, September 30, and December 31, 1990. BY: BY: DQ�J,.�K- Ba�L att airman /c/ .& ste e �I /) Board o£ County Commissioners es&a. Weld County, Colorado TITLE OF AUTHORITY: ATTEST: `d�V �T (BOOI �Q.�L. Weld Co ty Clerk and Recorder VVV and Clerk to the Board 14.,a-) eputy County Cle d I. see RECEIVED SAN:TAT:7N olvinION MAY 301990 AGREEMENT FOR THE SAMPLING AND ANALYSIS OF POLLUTANT DISCHARGE BY THE WELD COUNTY HEALT:i DEPARTMENT WELD COUNTY HEM DDT. Agreement entered into on this 021..1"Lay of `137 , 19 ,a by and between WELD COUNTY DISPOML, herein the "System", vhich ingludes Suppliers and Permittees as defined in Weld County Ordinance *60B and the County o£ Weld, State of Colorado, by and through the Board of County Commissioners on behalf of the Weld County Health Department for the Sampling and Analysis of Pollutant Discharge. I. AUTHORIZATION TO ACT The "System" hereby authorizes the Weld County Health Department to perform the services listed in this Agreement and in Weld County Ordinance *60D, Testing of Drinking Water and Pollution Discharge, which is incorporated herein by reference, on behalf of the "System". Weld County Health Department shall act as an independent contractor in relation to the "System" in the performance of its duties under this Agreement. II. TERM OF AGREEMENT This Agreement shall become effective on January 1, 1990 and shall remain in full force and effective until December 31, 1990. • III. SERVICES TO BE PROVIDED BY WELD COUNTY HEALTH DEPARTMENT Tyne of Test Contracted No. of Samples Contracted Fee Brinewater Disposal Site Sample (Monitor Wells) (6 per Quarter) TDS $ 5.15 PH 1.05 Iron 4.20 Sodium 4.20 Sulfate 6.20 Chloride 6.40 Potassium 4.20 Calcium 6.40 Total per well $ 37.80 Sample picked up by Environmental Protection Specialist $35.00/hr. _t -2- The methods used by the Weld County Health Department in providing said services shall be in accordance with Section II(B) of the Weld County Ordinance #60B. Weld County Health Department shall provide further services as mutually agreed upon by the Weld County Health Department and the "System". IV. OBLIGATIONS OF THE "SYSTEM" The "System" shall have the obligations as set forth in Section II(B) o£ Weld County Ordinance a60B. The "System" shall pay for the services rendered by the Weld County Health Department according to the contracted amount. Payment shall be in four (4) equal installments which will be due on the last day of each quarter; i.e. March 31, June 30, September 30, and December 31, 1990. BY: AteffiAt SY:We/2)6)2)itf ithidt rC/S/1:C16 /- A1C. Chairman /"System" Board of County Commissioners Weld County, Colorado TITLE OF AUTHORITY: ATTEST:`,�YPC� �A�Weld aunty Clerk and Recorder and Clerk to the Board BX P : 1�/ t-ix_�—A. (2tte--Jcsital Deputy County C1 k CHANGE ORDER CHANGE ORDER N0. 2 DATE: May 29, 1990 PROJECT: CONSTRUCTION OF WELD COUNTY BRIDGE 58/47B TO (CONTRACTOR): LAWRENCE CONSTRUCTION COMPANY JUSTIFICATION: Refer to Payment No. 11 for adjustments to project You are directed to make the following changes in the work. All other terms and conditions of the contract not expressly modified hereby shall remain in full force and effect. ITEM N0. DESCRIPTION BST. QTY. UNIT UNIT COST AMOUNT The original contract sum was $ 1,222,379.27 Net change by previous change orders $ -0- The contract sum prior to this Change Order was $ 1,222,379.27 The contract sum will be (increased) (do‘rrased) or (-unvha..aed} by this Change Order $ 41,381.29 The contract sum including this Change Order will be $ 1,263,760.56 The new contract time will be (incloaxd.} (-deeeeaeed} or (unchanged) by ( ) days. The date of completion as of the date of this Change Order is therefore May 16, , 1990 . ACCEPTED BY: ORDERED BY: Lawrence Construction Co. THE BOARD OF WELD COUNTY COMMISSIONERS Contractor Ad ess: P. O. Box 758 eeley, CO 80632 P.O. Box 189 Address By Littleton, CO 80 60 Chairman of the Board By ALL/' i „e7.1.4221-44-es--- Date une 4 1 90 Date ��— QO A ST: . n , c,r,un fizat) B p puty,/County Cler de; 7✓ i l'"ue� 90'04a9 � .h fiAH".s�'Gt� E00ai _ tett; MEMORAnDUM Illik Clerk to the Board May 28, 1990 To o.:. Rex Cantrell, Civil Engineer II COLORADO From_ Change Order No. 2 for Bridge 58/478 SubJoel: Please include on the Board's agenda for Monday, June 4, 1990, the approval of Change Order No. 2 for Bridge 58/47B. RC/mw:mwchange cc: Commissioner Kirby Bridge File - 58/47B 9C 0488 • ravWnrs. FUND CLAIMS PAGE i • • T P.O.. • • • • . _ v0. Nl. VtuDOR L - 20 SIIct-HIV Er PAYROLL CIS 1,823.04 •• • • Colorado ) TOTAL $1,823.04 ss of Weld ) This is to certify that all accounting and budgeting procedures have been co„-,piete above listed claims as shown on Pages 1. through and dated ;Tun 4, 1990 and that payments should be made to the respective vendors in the amounts set opposite names with the total amount $1,823.04 , Dated this trm day of JUNE , 1889o . • • Count lnan Officer • Subscribed and. sworn to before me this 4TH day of _ JtN , 15390 My eorrnisi•on expires: My Commission Expims June 8, ➢990 �1O47�� btary Pub is f Colorado ) • • ) ss o; Weld • • ) - :de, the Board of County Cormissioners of Weld County; Colorado, hereby (approve') 7-bye) the claims as set forth above; and warrants in payment therefore are hereby `. drawn upon the PAYROLL Fund to in S 9 1,$23.04 nail-parson i` ember• • • ' Memoer dcrratt . /_ L l C i erx as R . •ecorder• Me.moer "�`""" "mss' �f 16714-44-4. jic� 6n a4/# _ y 111 member • • • • • • • • • • • • • • • • • • • • • 4F. le St So A D 'D I- r z A A W W U N N N 4. 44 C D O t4 La ta Ca C A it N ♦N. 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( O O 2 t Q "1O O 1 , e I H m r plea ZP n c n u n ! I ! j n IG n tD O 1 ! I N XI H T K 0 29 1f XI C 7 it ti rn! DON: i Kn N gc face 1M 0 I r r ^o: x is z ' mm "4 Mtn , O I w b 11 C i+ I I � 21 O ,5O22 I GI 11 L I 60 O 72 \ G11 U .p A I i O D j N t A N n I I n c. GP P 1 j C C • I I 2 70 1 < 2 2 r I I � co y i 1 I or L x COC o ji I w �u z O I 11 N 0 W 0 I I • I ! I I 1 i 1 ca -i M j i el x a X 2 I o M I • O A O 0 0 r o r -..i.._.. I--__ _1 �r --J. �. .L __ L __.i. I _- i --•t• ------.11‘.___• • • • • • • • • -• -- t___-• ,,, • • • • • -•L • • • • 0 7(70 cscirtv. MEMORA(1DUM Clerk to the Board May 30, 1990 To Din^ w� Rex Cantrell, Civil Engineer II f n COLORADO Fmm Road Openings Subi ot: _ The following road was opened May 17, 1990. It was closed July 17, 1989 for a bridge replacement: WCR 58 between WCR 47 & WCR 47.5 The following road was opened May 25, 1990. It was closed June 7, 1982 due to bridge failure: WCR 7 between Hwy 56 & WCR 42 • RC/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office WCR's 7, 42, 58, 47, 47.5 (3):5P tZl MEMORAIMUM Clerk to the Board May 31, 1990 To Dote George Goodell, Director of Road and Bridge COTAEtADO Front Road Openinggg, • SubOct: _ The following road was opened May 29, 1990. It was closed May 29, 1990 due to a hazardous material spill: WCR 47.5 between Hwy 34 & WCR 58 GG/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office WCR's 47.5, 58 ._An(-Vj AD 1�{ `-. - 11, MAY29Sei3 �U wl°'`' ° a nay 16 1990 Riverdale Ranch 8206 Weld Co Rd X18 Brighton, Colorado 806 Request for Hearing Board of County Comisioners Greely Colorado Dear Sirs, I wish to lodge a complaint on Lynn Robbio /Judy Smith /Wes Potter of the Weld county Health dept. Legal action e90-021 On or about the 3th day of april 1990 I was peacefully at work on my Weld County farm when I was accosted by these two pretty laddies and asked about the fertilizer I was spreading,they told me I was not allowed to spread my fertilizer (a mixture of horse manure and straw,corn fodder that had been in a stockpile and mixed with 16dry tons Glendale sludge. this was in a pile for approximately . 40days.They claimed a violation of a new ordinance,' then explained to them this spreading would not be under that reg as it was a compost and not sludge,also the law had no legal retroactive authority. I received this letter that attempts to restrict my speeding my fertilizer on my ground . I must protest most strongly these actions as it is and absolute violation of all State and Federal laws On civil rights, At this time I have a few loads of this material still to apply.This material was discharged previous to your laws effective date and is located on section 17 I respectfully request your help in controling your people without my haveinq to go to court for an injunction. I submit there is no health hazard to this practice .This material has been spread in acordance with all state req. prior to your new law. R John E Underhill l'r sY � koo /y 74.eadAti (/A 64) TycNsiter. MAY 2 919°A Ltd' Nay 16 1990 , a, calf.). Riverdale Ranch 8206 Veld Co Rd *8 Brighton, Colorado 80601 REquest for hearing Board of County Comisioners Greely Colorado / Dear Sirs. I wish to appeal the recent action of the Veld County health department in Legal action N 40-040 I wish to refere you to your solid waste reg.ddministrative information 1-2-3- Pq2 /1-2-67 pg 8 Reference on agriculture waste. I have for the last 2/3 years been using turkey blood as a fertilizer and soil conditioner ,it has a tremendous growth renounce on all growing crops. I receive this in a 200o gallon tanker truck .This waste is run into the truck which has been loaded with 1000 gallons water and then is circulated by a pump on the truck until it arrives to the feild where it is then sprayed through a spreader bar on the forage crop grass or a mixture of grass and alfalfa .The next day after spreading it looks like coffee grounds .Ve have never bad any problem with flies,odor,rodents ect. the Colorado State health dept says its not on a controled list and is in fact exempt as agriculture waste. . I am in receipt of a letter alleging a violation on flay 1/90 This letter is signed by Alice Rinebold,Veld County health dept and Wes Potter Veld County Health. Therefore these are the two names I wish on this complaint. Thank you R 28(reallfise:) ' John E Underhill • I i f L ( ' V ) ~ J1 %` o1a ) 61$110 \, likilt\ •.4 %.*** "4") QN St � � � � \k•ss•... Q._....H. ‘ktis .. .' r 1 g i * 7" �. ,E i I �4 ,193 tin te1tG5rAtit _� ;ON 1 199D I ; Nay 20 1990 • Riverdale Ranch caamut*, cc fa. 8206 Weld Co Rd x8 • Brighton, Colorado 80601 REquest for ( reveiw ) Board of County Comisioners Greely Colorado Dear Sirs, Please be advised I feel that I was treated very unfairly by the boards action this date in denying my permit for using the s sewage sludge as fertilizer on my farm in weld co. 1 It was unfair to lump the pieces together in the hearing as the main objection and major testimony was to object to the land in section 21 the testimony showed clearly that the land vas zoned agriculture as required .There was no health hazard to this use shown • 2 This request is covered under 48-1-7 and C< D< E of your appeals process. .There was only 5 days notice before this went before the commissioners.Not the ten required by your regulations. 3 There was testimony given that everyone who was applying sludge in Weld County was given notification after the ordinance was passed in november .That is untrue ,Niether Glendale nor I were notified of this Regulation unt111 well after the first of the Dec. .This shows the rank dicrimination apperant in your health dept. 4 This action by the board of county commissioners and the county board of health is arbitrary ,and capricious and clearly in violation of there own regulations. 5 This is excessive government interference with my constitutional right to manage my own affairs,the right to contract will not be impaired,yet this body feels they bave a right to trespass on that right in spite of what the constitution says ,I regard it as at least a species of tyranny when one man or number of persons have the authority to deny another the right to make a living ,as a sovereign citizen T owe nothing to the public so long as I do not trespass on there rights. pg 3 section 11,Art 2 -billof rights, Colorado state constition (Ex Post Eacto_ law )I quote go Ex post facto law ,nor law impairing the obligation of contracts,or retrospective in its operation ,or making any irrevocable grant of special privileges ,franchises, or immunities shall be passed) Plain and simple your ordinance is unconstitutional as written without a grandfather clause. 1010 nr en nA� J' 71 page 2 6 It is a maxis of American constitutional law that where an act of the legislature is opposed to constitutional law and/or fundamental law it is in cress of authority and is therefore void. 7 Lets address 48-1=2 There is first no provision for a possible peixisting contract in effect, Now you know there was a contract that had a year to run,at the time the contract was entered into every regulation vas considered and every condition met, I do mot believe you have the right to break this contract This is of course a major legal question,you maybe should check into before going much futher,and save us all a lot of time and money.Where a statute is adjudged to be unconstitutional it is as if it had never been„an unconstitional act is not a law. Cite Horton v Shelby County _118 US 425 page 442 8 I was prejudged as unable to manage the site ,in spite of the facts and testimony offered to show there was no prior complaints in the pevious 3?4 years .This is to the county the state,or the producer-There where many complaints,after the 1st of april ,odor, checked out none found The state health dept was out everything was in order,the EPA vas out no problems existed Every man has the right to be judjed as truthful and competent without evidence to the contrary 9 There was a question raised during the hearing as to why Glendale was involved in this area.THEY UM INVITED . I personally went to Glendale in 86-87 and asked for there sludge I hauled for the first 2 years on an open contract to see if I was able to handle the job. Since there were no complaint: and no problems we were not able to handle Glendale concluded we could handle this job THE use of this sludge has more than doubled the production on my farm in the last three years on the fields where I have gotten to. Over the last 5 years I have received other sludge hauled in by others, (liquid) There was no problem that was from the sludge however it was a major task to get it to the fields as wanted and needed as it was in large simi tankers. I was very careful to not put it in the same field where I used the Glendale product by request(Glendales) 10 This has been a very good job for off the farm income es is • needed by most farm families these days.Plus the added feature of the increased production,you can see why I personally do not intend to give up easily. It is very bard to get a job that takes up so little time and has so great a benefit Vithout this income I would have been bankrupt three years ago. .Because of this job my son has now purchased a home which he could very easily lose if this permit is not issued He has received 50% of this cash income since Janitor doing the hauling. The total contract was to be his on the sale of my old farm which is now under option. ) to be paid off in August. Page 3 11 The applicator will agree to a voluntary shut down at any time there is resonable doubt the regulations are being adhered to.Any complaint will be checked by a member of the Weld county health dept and upon notice Bob Taylor or his agent will meet on site ,with this official and either correct any defect or shut down this operation until such defect no longer exists 12 The applicator request at this time as required by 48. 2. 1. 4 that because of the type of crop . ,to be allowed to surface apply on the growing crucJ as the best control for either wind or water erosion is a growing crop. this is a well known fact and known by almost everyone.all so the planed site is very remote being the north 1/2 of his land in section 16.being 38 acres m/1 13 You have a copy o1 my contract with Glendale,therefor you are well aware you are costing me a great deal of money both in the income from Glendale and the lost production on my land which is by the way more than twice the losses in cash 14 I send you this letter only to make you aware of these facts and for no other reason. My son is now unemployed and his family is now on welfare.He is unable to be employed elsewhere because of severe psychical limitations.He could lose his home, as this was his only cash income the last 3 years. We are 20 year residents of weld county. 15 Sovereignty itself is of course not subject to law for it is the author and source of law but in our system,while sovereign powers are delegated to the agencies of the govt,sovereignty itself remains with the people ,by whom and for whom all govt exists and acts.hnd the law is the definition and the limitation of power. It is indeed true that there must always be lodged somewhere and in some person or body the authority of finale decision;and in many cases of mere administration the responsibility is purely political,no appeal except to the ultimate tribunal of the public judgement ,exercised either in the pressure of opinion or by means of the suffrage .But the fundamental rights to life,liberty,and the pursuit of happiness,considered as individual possessions,are secured by those maxims of constitutional Inv which are monuments shoving the victorious progress of the race in securing to men the blessings of civilization under the reign of just and equal lays,so that in the fam0use language of the Nassachusetts bill of rights,the govt of the commonwealth 'may be a govt of laws and not of men" for the very idea that one man may be compelled to hold hiss life,or the means of living, or any material right essential to the enjoyment of life at the mere will of another ,seems to be intolerable in any country where freedom prevails ,as being the essence of slavery itself. Tick Wo 4'. HOpkins --11^o US 356 ,at page 370 . t page4 16 All power corrupts ,absolute power corrupts absolutely 17 I am a member of the sovereign body politic and a sovereign citizen of the US of America ,A free man ,residing in Veld County COlorado.You are interfering with ay contractual rights_ i1y constitutional rights to life, liberty_ and the pursuit of happiness_ 18 I am a disabled American veteran 75 -80% I do not feel the world owes me anything other than my constitutional rights.A tyrant at any level is still a tyrant and I am still willing and able to fight for my rights as a citizen and a free man where ever that requires me to go. or do. 19 I will challenge any and all Tryranicall actions or presumption of authority that does not exist. I accept God as My only Sovereign. 20 this does not even require a new hearing only an admission that my argument has some merit that maybe just maybe I am right by law do we gamble????the losses continue to mount for us easily documented In a case of fraud or conspiracy the courts award three times any actual losses. Please be advised under Federal Statutes 42-USC 1933 every person who under the color of any Statute, ordinance, regulation custom, or usage, of any state, subjects or causes to be subjected any citizen of the US States or any other person within the jurisdiction there of to the deprivation of any rights privileges or immunities secured by the constitution and laws , shall be liable to the party injured in a civil action at law, in equity or other proper proceedings for redress. Title 18 Section. 241 if two or more persons conspire to injure,oppress, threaten or intimidate any citizen in the free exercise or enjoyment of any right or privilege secured to him by the constitution or laws of the US THEY SHALL BE FIND NOT MORE THAN 10,000$ OR IMPRISONED NOT MORE THAN TEN YEARS OR BOTH. All so they can be prosecuted under the ( Rico STATUES) (Come Ad Rectum) R i ohn E U erhil S _ W) lhtSlii :1 1 4 f(f(11111 ..., c.‘ ` , : •. OL\ . � \V `•"} 4 ^ Q` • O a4 T \`\., `19JIbO ST \ bo.......i. ,.., ;A --...\\ . co, 1488 I. eA $ .. _ w . United Artists Cable of Greeley 3737 West Tenth Street Greeley, CO 80634 (303) 351-0669 May 25, 1990 • ,„ rAT" �y ' ILLI�r111 1 �� b r Commissioner Gene Brantner r" �f` � Cable �•'• , C) • • •/ 'l ass"! t 915 10th • `"" ' E ' Greeley, Coto. 80631 •,; MAY 2 9199Q �-y,r Dear Commissioner Brantner, wimpy.r Our concern about increased programming costs and the impact these costs have on our subscribers has convinced us to make some visually minor, although potentially economically valuable, changes. Effective June 15th and July 1st, 1990, United Artists Cable of Greeley. Windsor and Tri-Town, will begin offering its. subscribers a choice to delete certain cable networks from their service resulting in a reduction in their monthly rate. Subscribers will continue to receive all services presently offered with no increase in the current total bill. The total services offered will consist of basic cable service and our new Plus service. Subscribers who do not wish to take the Plus service will receive a reduction of 45c from their cable bills once they call our office to discontinue the Plus service. Plus service will include the following cable networks: Greeley area: The Discovery Channel, ESPN, TNT, USA, PSN/FNN and the American Movie Classis/Movie Time. Windsor: , The Discovery Channel, ESPN, TNT and USA. Tri- Town: The Discovery Channel, ESPN and USA. Subscribers will be notified of this choice June 1st. United Artists Cable of Greeley, Windsor and Tri-Town is committed to offering our subscribers quality programming and service at a reasonable price and we believe the choice represented by the Plus service will continue this commitment. Yours very truly, � • Lrgjac i i tr. Kathryn L. Stewart General Man ger b 4O.42.44/ Yisa-146" d AGENDA WELD COUNTY PLANNLNG COMMISSION MEETING Tuesday. June 5, 1990 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 10:00 a.m. Public Meeting o£ the Weld County Planning Commission. County Commissioners' First Floor Hearing Room (1101). Weld County Centennial Center. 915 Tenth Street, Greeley, Colorado. ROLL CALL Ernie Ross, Chairman Jerry Kiefer. Vice-Chairman Jerry Burnett Bud Halldorson Rick Iverson Bud Clemons Leann Reid Judith Yamaguchi Ann Garrison 1. CASE NUMBER: USR-878 APPLICANT: Daniel Oshner and Barry Payant REQUEST: A Site Specific Development Plan and Special Review permit for a recreational facility. LEGAL DESCRIPTION: Part of the NE} of Section 31, part o£ the SE} of Section 30, and part of the SW} of Section 29, all in T5N, R65W of the 6th P.M.. Wild County, Colorado LOCATION: Approximately 700 feet south of the Town of Evans, approximately 2.100 feet north of the Town of LaSalle, west and east of U.S. Highway 85, and north of Weld County Road 394. 2. CASE NUMBER: Amended USR-735 APPLICANT: Joy A. Jefferson REQUEST: A Site Specific Development Plan and Amended Special Review permit for a livestock confinement operation (1,500 cattle). horse boarding and training facility (150 head), and tack and feed store. LEGAL DESCRIPTION: Part of the SE} of Section 32, T7N, R67W of the 6th P.M., Weld County, Colorado LOCATION: West of Highway 257, north of Weld County Road 74; adjacent to the Town of Windsor. LUNCH ADJOURNMENT - MEETING WILL RECONVENE AT 1:30 p.m. 3. CASE NUMBER: USR-911 APPLICANT: Steven H. and Kim M. Nelson REQUEST: A Site Specific Development Plan and a Special Review permit for an Agricultural Service Establishment (Tractor and Farm Implement Sales and Service Facility) in the A (Agricultural) zone district. LEGAL DESCRIPTION: Part of the E} SE} of Section 6. T2N. R66W of the 6th P.M., Weld County, Colorado LOCATION: Approximately 2 miles south of the Town of Platteville; east o£ Weld County Road 25-1/2, south of Weld County Road 26. ,915:106) 9C11:441q0 Planning Commission Agenda June 5, 1990 Page 2 4. CASE NUMBER: USR-895 APPLICANT: Waste Services Corporation, c/o Brad Estates REQUEST: A Site Specific Development Plan and Special Review permit for a solid waste disposal site and facility. LEGAL DESCRIPTION: SW} of Section 7, T7N, R66W of the 6th P.M.. Weld County, Colorado LOCATION: North of Colorado Highway 14 and east of Weld County Road 25, approximately 4.5 miles west of the Town of Ault. 5. CASE NUMBER: None APPLICANT: Waste Services Corporation, c/o Brad Reirnes REQUEST: A Certificate of Designation for a solid waste disposal site and facility. LEGAL DESCRIPTION: SW} of Section 7. T7N, R66W of the 6th P.M., Weld County, Colorado LOCATION: North of Colorado Highway 14 and east of Weld County Road 25. approximately 4.5 miles west of the Town of Ault. l dip awe z",,s7,-7.,.. AGENDA - w� .�,, t�,.._'. "sue.-,., . WELD COUNTY COUNCIL { ~ ' June 6, 1990 ;). ` MAY 3 01990 7:30 P.M. "' _ 9-a • First Floor Assembly Room F., 2G _2 . ' ROLL CALL: Norman Carlson, President Doris W. Williams, Vice President Frank Stewart Gary Lebsack PRESENTATION: Plaque given to Marion Richter MINUTES: Approval of minutes of May 2, 1990 APPOINTMENTS: Monday, June 11 at 10:00 A.M. - Elected Officials Room 316 ADDITIONS TO AGENDA: Correspondence (Marked by *) CORRESPONDENCE: Memo: Pat Persichino regarding 1990 Office Machines Contract Memo: A.A. Hijar regarding Security Telephone Answering Machine Memo: Pat Persichino regarding Purchasing Requisition Information Memo: Susan Elton regarding Personnel Seminar 'Reso: Cancellation of Commissioner Meeting of 6/13/90 Reso: Legal Newspaper for May 1990 to April 1991 Work Session Minutes from Commissioners - May 7, 14, 21 Letter from Ray Roth regarding Trap Range REPORTS: Elected Officials Meeting of May 7, 1990 Coordinator Reports OLD BUSINESS: Ballot Issues • NEW BUSINESS: Salaries for Elected Officials 1991 County Council Budget Secretarial Replacement Councilmember Replacement/Interviews July Meeting Payment of Bills: Mileage for Norman Carlson $40.00 Mileage for Doris Williams $22.00 Mileage for Marion Richter $ 6.60 Mileage for Gary Lebsack $ 7.20 Mileage for Frank Stewart $ 6.80 Holiday Inn $80.05 PUBLIC COMMENTS: ADJOURNMENT: 9:00 P.M. 4 • • , (Thifie DEPARTMENT OF HEALTH fltipt - � �,..�.��. ;. . 1318HOSPITAL ROAD,, MAY Z 3 l83:� GREE�EY, COLORADO 80831 ADMINISTRATION(303)353-0598 AID? POLL:iT',' HEALTH PROTECTION(303)353-0615 r'� !J:C11I COMMUNITY HEALTH EALTM(303)353-0839 • Certified *P 058 572 845 COLORADO laD :,t: wtit'S rt' r [� —1 „�4. May 21, 1990yt� L1� � ; �� itt MAY 31 go '. ; Legal Agent of Service for ]� „�u Monfort, Inc. v «�.—. -- P.O. Box G Onitti.>^i; — O. Greeley, CO 80632 "or .. R$p8R FOR COMPLUNCF, Dear Sirs, On April 25, 1990 a conference was held with Monfort, Inc. , at the Weld County Health Department in accordance with the requirements of the Colorado Air Quality Control Act, Section 25-7-115 (3) (a). The conference was held to give Monfort, Inc. , the opportunity to submit data, views and arguments concerning a NOTICE OF VIOLATION AND INTENT TO REVOKE PERMIT which was issued in accordance with the provisions of 25-7-115 (2) and dated April 5, 1990. A brief summary of the conference follows: Violations of Regulation 2 were documented by Weld County Health Department on March 21 and March 27, 1990. Readings obtained were at 170:1 dilutions to threshold using the Barneby Cheney scentometer. Notification of the violation on March 27, 1990 was given by phone on March 28, 1990 to Monfort, Inc. Monfort indicated that the odor control equipment had deteriorated and was not functioning properly. This equipment includes a condenser and a packed tower scrubber. They also indicated that they felt no violation was applicable if best practical technology was being used. Monfortstated that new odor control equipment for the cookers was • budgeted and would be installed sometime after June 1, 1990. This ' equipment would cost at least $500,000. The Health Department and assistant county attorney indicated that violation of Regulation 2 occurs if readings are greater than 127:1 regardless of whether or not the best practical technology is being employed. Also, deterioration of control equipment is not a valid excuse for violation of regulations. A valid upset must be an ‘Ar\144 46 Legal Agent o£ Service for Monfort, Inc. May 21, 1990 Page Two unpredictable failure of control or process equipment and not due to poor maintenance or deterioration. All data, views and arguments concerning the violation as cited, which were presented at the conference, have been reviewed. It has been determined that a violation of the Colorado Air Quality Control Commission's Regulation No. 2 did exist, as cited in the NOTICE OF VIOLATION dated April 5, 1990. In accordance with Section 25-7-115 (3) (b) and (c), C.R.S. , this letter shall serve as an ORDER FOR COMPLIANCE. Monfort, Inc. shall comply with the requirements of Regulation No. 2 (copy attached). The Division has also determined that Monfort, Inc. is subject to the non- compliance penalty provisions of 25-7-115 (5), C.R.S. You are required within forty-five (45) calendar days after issuance of this order,, to calculate the penalty owed in accordance with paragraph (b) of subsection (5) of C.R.S. 25-7-115, and submit to the Division the calculation together with payment schedule and all other information necessary for an independent verification, as set forth in 25-7-115 (a)(I), C.R.S. Additionally, if this order is stayed pursuant to subsection (4) o£ 25-7-115, C.R.3. , the penalty calculation shall be submitted forty-five calendar days after issuance of a final determination of. the Commission. This ORDER FOR COMPLIANCE is a final order issued by the Division. Failure to comply with a final order of the Division may result in further enforcement action under C.R.S. , 25-7-121 (court injunction) and 25-7-122 (civil penalty of up to $25,000 per day). Pursuant to Section 25-7-115 (4) (a), Monfort, Inc. has the right to file a written petition with the Air Quality Control Commission requesting a hearing within twenty days of receipt of this letter. The hearing may be requested to determine any one or all of the following: I. "Whether the alleged violation of non-compliance exists or did exist; II. Whether a revision of the State Implementation Plan or revision of a regulation or standard which is not part of the State Implementation Plan should be implemented with respect to such violations or non-compliance. • III. Whether the owner or operator is subject to non-compliance penalties under Subsection (5) of this Section." All hearing requests should be addressed to Chairman, Air Quality Control Commission, Colorado Department of Health, 4210 East 11th Avenue, Denver,- Colorado 80220. • Legal Agent of Service for Monfort, Inc. • May 21, 1990 Page Three Should you have any questions concerning this matter, please contact this office at 353-0635. Sincerely, trz Randy Gordon, M.D. eve 0uimette • Director Chief of Compliance Monitoring and Enforcement Weld County Health Department Stationary Sources Section Air Pollution Control Division Colorado Department of Health cc: Martha Rudolph, Assistant Attorney General, State of Colorado Ron Rutherford, EPA Region VIII Air Quality Control Commission Lou McBride, Air Pollution Control Division, Colorado Department of Health Lee Morrison, Assistant County Attorney, Weld County Wes Potter, Director, Environmental Protection Services, Weld County Lynn Robbio, Environmental Protection Specialist, Weld County • Jeff Stoll, Air Quality Control Specialist, Weld County Gene Brantner, Chairman, Board of County Commissioners !wEID tent G 'ti t. rn Colorado Rural Housing MAY 31 ISM Development ` , Corporation �L p,;grAP.Y. Central OM,oe: - 4140 Teton Street OenVer.CO 80211 003)488-7623 To: Property owners adjacent to proposed "Frederick Gardens" multi-family rental housing site From: Colorado Rural Housing Development Corp. Re: Public hearing notice Date: May 29, 1990 Notice is hereby given that a public hearing will be held before the Frederick Board of Trustees for the purpose of considering the multi-family rental housing development project known as "Frederick Gardens" proposed by Colorado Rural Housing Development Corporation. The hearing wile be held at the following time, date, and location: TIME: 8:00 PM DATE: 6-14-90 LOCATION: Frederick Town hall The following information is included in the public notice: 1. The proposed site is a 3.2 acre tract within the city limits. It is bordered by the Carbon Valley Recreation District property on the east, the weld County library property on the west, the proposed 4th street on the south, and vacant land to the north. 2. The proposed site is currently zoned P.U.D. . The proposed use is an allowable use according to current zoning. 3. The proposed financing of the project by Farmers Home Administration restricts occupancy to families who earn at least 53,185 per year doing farm labor. Additional sources of family income are also allowed up to a maximum total income of approximately $30,000. An architectural perspective drawing of the proposed project is currently on display in the Frederick Town Hall and may be viewed during working hours. Inquiries may be directed to Mark Welch, Colorado Rural Housing Development Corporation, 4140 Tejon St. , .( � Denver, CO 80211. (303) 455-7523. l�J P l 4l qC A proud member of the NeighborWorks network ✓� ' ec_ t" • ► CREER-E]GLS(Den, Ergo x2sT3 :.t2Y2:CNC , L'TX7 — P.O.Box 0488 Lakewood,CO 80228-0488 303-239-9154 May 29 1990 ' Donald P.Elliott,M.D. . Marvin J. Greer, P.E. y y"! Limited Partner General Partner 'Ara WM la:r Board of County Commissionerss MAY 31 1990 • Weld County, Colorado ��q,in.' -• Weld County Court House, amro . ,;4 Greeley, Colorado. Gentlemen; We have made a study for the Yampa-Green Corporation, 9580 West 14th Avenue, Lakewood, Colorado, 80215 that proposes bringing more west slope water into your county via the Colorado-Big Thompson Project. We hasten to make you aware of this proposal sin th erefore ue sccssful it enclosing copy would profoundly affect portions of your County. We of our report titled "Yampa Addition to the Colorado-Big Thompson Project", a re- port titled "Delivery Route to North Denver Cities o£ Water from the Yampa Addition to the Colorado-Big Thompson Project" ,a profile o£ the Colorado- Big Thompson Project, and a copy of my experience record. All of the north Denver Metro cities have been furnished copies of the first report named above and those showing interest are being furnished potential of the project and ou wishase to be us know of informed of additionour al deveiotmeennts potential p J- Y as they may occur. • Please allow me to indulge in a personal note. I worked on the Color- ado-Big Thompson Project for 12 years. The government credits me with six- teen because o£ my four war years. We did this work for the irrigators and cities included in the conservancy district. It greives 'me to seethe land we furnished additional water go out of irrigated production (noting now the Water Supply and Storage. irrigated Area) . After the war I had the responsible job of location engineer on the Colorado-Big Thompson Project. I was generally known on the project by my nick name of 'Gus Greer'. Later in my career with the Bureau of reclamation I had cognizance of the Frying- pan-Arkansas Project while it was in the planning stage. This project furnished supplemental water to irrigators as well as domestic water for valley towns. Now 30,000 acres is to go out o£ production their irrigation water going to the City of Colorado Springs, where I grew up. This grieves me too. Where will it stop. I have ever enjoyed the view o£ the front range in driving from the traffic circle on 125 toward Longmont. Two weeks ago in making this drive there were only two for sale signs noted. Day before yesterday in making the same drive I noted a dozen or more. Is this sudden blooming of for sale signs water oriented? Is more land to go out of production here? I have been shocked by a state official asking what I thought about Colo- rado selling San Diego water. I could only presume that he meant water z belonging to Colorado by compact. How much land has cone out of irrigation in California for the irrigation water to be used for their expanding cities. Before commiting this water resource potential to cities in the North Denver Metro area, it seems only fair to first determine if Weld County or The Northern Colorado Water Conservancy District are either one interested in owning and developing this water potential. The Greer-Elliott Engineering partnership is working for the Yampa- Green Corporation as explained at the beginning o£ this letter. An ex- pression of your interest, disinterest, or need of more time for considera- tion in writing for their and our records would be appreciated. Sincerely, MOvin J. 6rt y, Ya Copy: Northern Colorado Water Conservancy Ustrict. Experience Record of Marvin J. Greer, Civil Engineer Colorado Registration No. 2104 1932 Graduated from the University of Colorado - Degree BSCE with Honors. 1932 With Colorado State Highway Department - Had experience in surveying, 1935 locations, construction and inspection. 1935 US Bureau o£ Reclamation - Worked at planning engineering and surveys 1938 on the Colorado-Big Thompson Project and on the Blue South Platte Project, which was later built by Denver, consisting principally of their Dillon Reservoir "and -a. TUnnel to the North Fork of the South Platte River. 1938 US Bureau of Reclamation ,- Construction on the Colorado-Big Thompson 1942 Project, as Resident Engineer on construction of TUnnels, Power Lines, Access Roads, and Government Camps. 1942 World War II service US Navy Seabees lieutenant - served for 3 years and 1945 seven months in the Aleutian and the Philippian Campaigns. 1945 Location Engineer on the ,Colorado-Big Thompson Project. Located everything 1952 from Estes Park East and the Willow Creek Diversion, staking features in the field, doing the hydraulic design of same, conducting explorations for construction materials and foundation conditions, in charge of diamond drilling and test pit operations. :'Submitted all design data to the Denver Bureau office of the Chief Engineer. Determined and surveyed the rights- of-way required and submitted this data to the region 7 office. 1952 In charge of the engineering branch of project planning, Region 7 US Bur- 1956 eau of Reclamation., Approved or recommended changes on the engineering of all planning of projects studied by the six field offices of Region 7. 1956 Chief Engineer for the consulting firm of Van Sickle Associates. Planning 1961 water projects in Colorado and South America, bidding for contractors, bridge ana wharf design in Ecuador, canals in Brazil, hydroelectric power in Venzuela, irrigation projects in Argentina and other South American work. 1961 Area Engineer, Upper South Platte River Basin for the US Bureau of Reclama- 1965 tion. Studied the water development potentials of the entire basin extend- ing from the continental divide to Ogalala, Nebraska. This work included extensive study of the TWo Forks and Narrows projects. 1965 I was loaned by the Bureau of Reclamation to USAID as team leader for a ten 1967 man team sent to Brazil to aquaint Brazilian Engineers with and instruct them in the art of comprehensive basin development of basin water potent- ials. I represented the United States in a United Nations water conference in Bogata, Columbia where I gave a paper on comprehensive basin development planning of the water potentials of the entire basin being considered. 1967 In charge of the design section of Region 7, US Bureau of Reclamation. 1969 Retired from the US Bureau of Reclamation in 1969. 1969 Intermittant consulting work as a private engineer. This work included a 1990 planning and hydraulic design of a pump-back hydroelectric project in Routt County, Colorado and a transmountain diversion from the Gunnison basin to the South Platte River basin. This plan and the engineering work on it I sold to the city o£ Aurora. It is called "The Collegiate Range Project and Aurora is presently seeking a conditional decree for the water. • : o;, n . i;-if$LgEia. zikr 6b.: R -• 4 Ye w r ng:; a.t; yS,r EV4,9 n,, •8 Le (i.s: y 4. (. 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Y is` • .- v I �_ r• . e / N a I Ii II I I ! .._ s,,, - , r , • ` , G fir � - -- -1 \ ` ``ti ti — __o a s _ �' Y%! 9+ b (, I J �o IPP��` /� i� �, " l+rk, 1 . . . 77. t ga- , A N .�\ , g .o I P� 6\ 1-` I I�}+. 1� ?`1 to-+ [y' w .,i' Y,i tr ,p :'f ,,Q I. ti O N N o Z lg C , ^ �' V ., O r ea J�` Q^�O IN ti .-_l�l Ig _ a'. S 0 pT $ ;,0;: °p 0 a}i w _. z 1 - - Iv _ _ - -�- • • • • • c�CO��p0e 0`1 3)`\; �`\\�1`t% 30 (Decision No. C90-704) O BEFORE THE PUBLIC UTILITIES COMMISARbomagicti OF THE STATE OF. COLORADO 'Cart 9 G * • N �� F�ryt�-��-sh� �. ��y.�.-.w � � J V�`� 1 1JA! �� i RE: THE INVESTIGATION AND ) %J.; SUSPENSION OF TARIFF SHEETS FILED ) -" --'`-f BY EAGLE TELECOMMUNICATIONS, INC. , ) DOCKET NC&905-OSST'- IN SECOND AMENDED ADVICE LETTER ) N0. 89-7. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET N0. 905-0547 BY WILLARD TELEPHONE CO. IN ADVICE ) LETTER NO. 9. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) BY STONEHAM COOPERATIVE TELEPHONE ) DOCKET N0. 90S-055T CORPORATION IN ADVICE LETTER ) N0. 10. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET NO. 90S-0567 BY ROGGEN TELEPHONE COOPERATIVE ) COMPANY IN ADVICE LETTER NO. 13. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET N0. 905-0577 BY STRASBURG TELEPHONE COMPANY, ) IN ADVICE LETTER NO. 19. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET N0. 90S-058T BY COLUMBINE TELEPHONE COMPANY IN ) ADVICE LETTER NO. 23. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) BY BIG SANDY TELECOMMUNICATIONS, ) DOCKET N0. 905-0597 INC., IN AMENDED ADVICE LETTER ) NO. 24. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET N0. 905-0607 BY PINE DRIVE TELEPHONE COMPANY IN ) ADVICE LETTER NO. 25. ) afijj-J-L °%6 ,A\V k-° 141q0 RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF:SHEETS FILED ) BY FARMERS TELEPHONE COMPANY, INC., ) DOCKET NO. 905-0617 IN SECOND AMENDED ADVICE LETTER ) NO. 25. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET N0. 90S-0627 BY NUNN TELEPHONE COMPANY, IN ) AMENDED ADVICE LETTER N0. 26. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET N0. 90S-063T BY PEETZ COOPERATIVE TELEPHONE ) COMPANY, IN ADVICE LETTER N0. 29. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET NO. 90S-0647 BY SUNFLOWER TELEPHONE COMPANY, IN ) ADVICE LETTER N0. 33. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET N0. 905-0657 BY WIGGINS TELEPHONE ASSOCIATION IN ) AMENDED ADVICE LETTER N0. 34. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET NO. 90S-0667 BY BIJOU TELEPHONE COOPERATIVE IN ) AMENDED ADVICE LETTER N0. 35. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET NO. 90S-0677 BY NUCLA-NATURITA TELEPHONE COMPANY ) IN AMENDED ADVICE LETTER N0. 36. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET N0. 90S-0687 BY BLANCA TELEPHONE COMPANY, IN ) ADVICE LETTER NO. 38. ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) 8Y PLAINS COOPERATIVE TELEPHONE ) DOCKET NO. 905-0707 ASSOCIATION, INC., IN ADVICE LETTER ) NO. 39 ) RE: THE INVESTIGATION AND ) SUSPENSION OF TARIFF SHEETS FILED ) DOCKET NO. 90S-071T BY RYE TELEPHONE COMPANY. IN ) ADVICE LETTER NO. 64. ) 2 l RE: THE INVESTIGATION AND ) DOCKET N0. 90S-072T SUSPENSION OF TARIFF SHEETS FILED ) BY EASTERN SLOPE RURAL. TELEPHONE ) COMMISSION DECISION GRANTING AND ASSOCIATION, INC., IN ADVICE LETTER ) DENYING APPLICATIONS FOR NO. 83. ) REHEARING, REARGUMENT, OR RECONSIDERATION May 23, 1990 STATEMENT AND FINDINGS OF FACT BY THE COMMISSION: On April 4, 1990, the Commission entered Decision No. C90-503 which pertains to each of the above captioned dockets and also Docket No. 905-069T, an amended Advice Letter No. 39 filed by E1 Paso Telephone Company (El Paso). This decision deals with each of the dockets listed in the caption of this decision, but does not deal with Docket No. 90S-069T pertaining to E1 Paso Telephone Company. Timely applications for rehearing, reargument, or reconsidera- tion of Commission Decision No. C90-503 were filed by Eagle Telecommunications, Inc. , AT&T Communications of the Mountain States, Inc. (AT&T), Willard Telephone Company, Strasburg Telephone Company, Pine Drive Telephone Company, Plains Cooperative Telephone Association, Eastern Slope Rural Telephone Association, Wiggins Telephone Association, and Rye Telephone Company. Ordering paragraph no. 1 of Decision, No. C90-503 permanently suspended the tariffs filed by the various independent telephone companies. Ordering paragraph no. 2 of Decision No. C90-503 provided that each local exchange provider shall file, 30 days after the Commission has entered its decision adopting a final rule in Docket No. 89R-608T, such additional testimony and exhibits as necessary together with such modified tariffs, that would reflect: (a) the policy and high cost fund support of the rules of 89R-608T; (b) the financial impact upon each local exchange provider; (c) the impact of the expansion of the local calling areas on the public switched network; and (d) the dates when the necessary network facilities would be in place prior to January 1 , 1991, in order to permit an efficient cutover to expanded areas. Ordering paragraph no. 2 further provided that the modified tariffs filed by each local exchange provider were to reflect the community of interest calling areas in the findings of fact and conclusions stated in Decision No. C90-503 and in Appendix A to that decision, with an effective date of the. modified tariffs being January 1, 1991 . Ordering paragraph no. 3 provided that the tariffs required in ordering paragraph no. 2 were to be filed with statutory notice and subject to suspension by the Commission. (The wording 'without statutory notice" as it originally appeared in ordering paragraph no. 3 of Decision No. C90-503 was incorrect, and was changed by subsequent errata notice to read 'with statutory notice.") 3 L A number of the independent telephone companies appear to be concerned with the Commission's decision to delay implementation of the community of interest calling plans (CICP's) until after consideration and adoption of rules relating to a high cost fund. The Commission believes that this delay is a prudent course of action. However. the Commission would state that any telephone company that desires to implement an expanded calling area plan may do so by filing 30-day tariffs to that effect with the understanding that the rates which will be charged are without the benefit of the input of the high cost fund rules. Any shortfall in revenues arising from such a course of action by an independent telephone company will not be made up by retroactively applying the high cost fund rules once they are finally adopted. In other words, in the interim a shortfall will have to be absorbed by the independent telephone company. AT&T suggested in its application for rehearing, reargument, or reconsideration that the Commission add the following clarifying sentence to ordering paragraph no. 2 just before the final sentence of that ordering paragraph: However, the Commission reserves the right to reexamine the community of interest calling areas of each local exchange provider reflected in Appendix A. and the context of such tariff filings, either upon its own motion or upon the protest of any interested party. The Commission finds that the foregoing suggestion is appropriate and should be adopted. Except as indicated above with -respect tO:Alt&T's application .for rehearing, reargument. or reconsideration. the Commission finds that the various applications for rehearing, reargument, or reconsideration filed by the independent telephone companies do not set forth sufficient factual or legal grounds which would justify additional modification. of Decision No. C90-503 as it pertains to the dockets set forth in the above caption. THEREFORE THE COMMISSION ORDERS THAT: 1 . The applications for rehearing, reargument, or reconsideration filed, respectively. by Eagle Telecommunications. Inc., on April 30, 1990; Willard Telephone Company on April 30. 1990; Strasburg Telephone Company on April 27, 1990; Pine Drive Telephone Company on April 30, 1990; Plains Cooperative Telephone Association, Inc.. on April 30. 1990; Eastern Slope Rural Telephone Association on April 25, 1990; Wiggins Telephone Association on April 30, 1990; and Rye Telephone Company on May 4, 1990. are denied. 2. The application for rehearing, reargument, or reconsideration filed on April 27, 1990, by AT&T Communications of the Mountain States, Inc., is granted. 4 J 3. Ordering paragraph no. 2 of Decision No. C90-503. dated April 4, 1990. is modified to add the additional sentence before the final sentence of ordering paragraph no. 2: However, the Commission reserves the right to reexamine the community of interest calling areas of each local exchange provider reflected in Appendix A, in the context of such tariff filing, either upon its own motion or upon the protest of any interested party. Except as modified herein, Decision No. C90-503, as it pertains to the dockets in the above caption, shall remain in effect. 4. The 20-day time period provided for in § 40-6-114(1), C.R.S. , within which to file an application for rehearing, reargument, or reconsideration shalt begin on the first day after the mailing or service of the Decision by the Commission. Any party filing such an application shall refer to this specific docket or dockets to which it applies. This Decision is effective immediately. DONE IN OPEN MEETING May 23, 1990. (s E A L) THE PUBLIC UTILITIES COMMISSION ol�issiaN o'r OF THE STATE OF COLORADO °r.l �$� ARNOLD H. COOK �1: O �� o. RONALD L. LEHR • Ogri.414. . 04.44 ��,� GARY L. NAKARADO a'REST: A 70. E Coy ,vY • [)�ryl�.o Commissioners LAnutive Sant 7 3EA:srs:22013 5 STATE OF COLORADO COLORADO DEPARTMENT OF HEALTH 4210 East 11th Avenue Telefax: w� tg Denver,Colorado 80220-3716 (303)733.9676(Maim Building/Denver) Phone (303) 320.8333 (303)320.1529(Ptarmigan Place/Denver) a " ^e/I • • (303)248.7195(Grand)unction Regional Office) "'-`�,/ g •a a7.1 • P,ov Romer • OrGovernor nit"Fla. Thomas M.Vernon, M.D. O.� 4 1 Executive Director I �N 11992i May 29, 1990 �`� i� orccucx. COLD. Legal Agent o1 Service for Certified Mail No: P 813 581 095 MONFORT OF COLORADO Return Receipt Requested P. O. Box G Greeley, Colorado 80632 NOTICE OF MIOLATION AND INTENT TQ REVOKE PERM Dear Sire: Evaluations of odor emissions of Monfort of Colorado Packing Division located at North 8th Avenue, Greeley were conducted on April 28, 1990 at 9:44 a.m. by Lynn Robbio, April 27, 1990 at 8:45 p.m. by Linda Johnson and May 15, 1990 at 4:13 p.m. by Pam Smith-Pinkstaff. Ms. Robbio, Ms. Smith-Pinkstaff and Ms. Johnson are duly delegated representatives of the Weld County Health Department and the Colorado Department of Health, and all are odor emission intensity certified by the State of Colorado, Air Pollution Control Division. It was determined by Barneby-Cheney acentometer that emissions from your cookers on all three occasions were in excess of limits allowed by the Colorado Air Quality Control Commission's Regulation No. 2. Copies of the Analytical Reports of Odor Emission Violations dated April 27 (9:44 a.m. ), April 27 (8:45 p.m.) and May 15 (4:13 p.m.) were hand delivered to and signed for by Tex Anderson, Thomas McComb, and Jack Atkinson, respectively. A summary of the reports shows: Odor intensity on April 27, 1990 exceeded 170:1 dilutions to threshold on both readings. Odors on May 15, 1990 were detected at • 350:1 dilutions to threshold. The above mentioned conditions are in violation of Colorado Air Quality Control Commission's Regulation No. 2, Section A.3.b. which follows in part: • • Cia$64:^� ��'�l�lgo MONFORT OF COLORADO May 29, 1990 Page 2 "For all areas is a violation when odors are detected after the odorous air has been diluted with one hundred twenty-seven (127) or more volumes of odor free air in which case provisions of Paragraph (A) (3) (a) shall not be applicable." Additionally, it has been determined that Monfort of Colorado, with the above cited violations is out of compliance with conditions 3 and 4 of modified permit, lOWE972, which states: 3. The emission of odorous compounds shall continuously meet the requirements of Regulation No. 2 as promulgated by Colorado Air Quality Control Commission. 4. All process equipment shall be maintained and operated so that there is no leakage of air contaminants to the atmosphere prior to their treatment. The odor emission control system shall be maintained and operated in accordance with the design operating instructions to achieve peak performance all the time. Pursuant to the above information, and as provided in Section 25-7-115(2) C.R.S., this letter will serve as a Fpnc& OF VIOLATION of Regulation No. 2 and conditions 3 and 4 of Permit lOWE972. It is the intent of this department to revoke Permit l0WE972. In accordance with requirements of Section 25-7-115(3), a conference regarding the violation has been scheduled for June 18, 1990 at the Air Pollution Control Division of the Colorado Department of Health located at the Ptarmigan Building at 3773 Cherry Creek Drive North, on the 3rd Floor, West Tower, at 10:00 a.m. This conference will provide Monfort of Colorado en opportunity to submit data, views and arguments concerning the violation and whether aesesement of a non-compliance penalty it. required. The Division may provide further opportunity for Monfort of Colorado to respond after the conference if circumstances warrant. As a result of the conference, a determination will be made as to whether a Compliance Order will be issued and whether a non-compliance penalty must be assessed under Section 25-7-115(5). At that time, a determination will be made regarding the etatue of Permit l0WE972. Should the scheduled date or time impose an inconvenience for you, contact this office at 331-8587 for rescheduling. Please be advised that in accordance with Section 25-7-115(5)(c), C.R.S., a non-compliance penalty generally must be ed for any period of violation from the date of issuance of this notice until the date on which the omission source is brought into compliance. The amount of non-compliance penalty is calculated in accord with the provision of 25-7-115(5) (b), C.R.S. Any exceptions to the requirement for payment of a non-compliance penalty will be discussed at the scheduled conference. MONFORT OF COLORADO May 29, 1990 Page 3 Failure to attend the conference will result in the issuance of Compliance order, the violation of which, may make you subject to further enforcement action under 25-7-121 (court injunction) and/or 25-7-122 (civil penalties of up to 525,000.00 per day), C.R.S. If you have any questions concerning the conference or other matters prior to the schedule conference, please contact this office. The conference is an informal proceeding. You may, however, have legal counsel attend with you. Sincerely, ,41/41 David R. Ouimette, Chief Compliance Monitoring and Enforcement Section Stationary Sources Program Air Pollution Control Division DRO/jog 00891 cc: Martha Rudolph, Assistant Attorney General, State of Colorado Ron Rutherford, U.S. EPA, Region VIII Air Quality Control Commission Lee Morrison, County Attorney, Weld County Randy Gordan, M.D., Director, Weld County Health Departme Gene Brantner, Chairman, Board of County Commissioners Jeff Stoll, Air Quality Control Specialist, Weld County Wes Potter, Director, Environmental Protection Services, weld County vat raft ts • Higliway 4.rtr Colorado Department of Highways _ • it jUN 1' 1990 1 4201 E. Arkansas Ave. Denver, CO. 0222 t . L For More Information: 757-9228 ; 90-21 °'F'°at cata MAY 24, -199a CONSTRUCTION' BrOMME ACTIVITY or NAY 24 FRU 036-1(34) • DENVER-BOULDER 'TURNPIKE* AT FEDERAL BLVD. - Modifying the U.S. 36 interchange at Federal Blvd. in Adams county, consisting of clearing and grubbing, grading, hot bituminous pavement, retaining wall, drainage, landscaping, guardrail, curb-and gutter, lighting, impact attenuator, signing and striping. Number of bids: Eight Apparently successful bidder TARCO, Inc. of Arvada, $928,125 Calls for completion within 120 calendar days Preconstruction project manager: David Stevenson Resident engineer: Skip Hlad, Denver SR(CE) 0009(18) S.N. 9 NEAR PAROLE Minor widening for 3.2 miles of S.H. 9 north of U.S. 50 near Parkdale, which includes grading, hot ' bituminous pavement, guardrail, bridge rail, signing, striping, topsail, seeding and mulching. Number of bids: Pour Apparently successful bidder: Gears, Inc. of Crested Butte, $672, 655 Calls for completion within: sixty workable days Preconstruction project manager: Ed Hier Resident Engineer: Bill Rizley, Pueblo on 17-0287-OS U.3. 287' SOUTH 9F LANER Resurfacing U.S. 287 in Provers county for about seven miles between Clay Creek and South Mule Creek, from 12 miles south of Lamar southerly, consisting of hot bituminous pavement overlay, geotextile (paving) , guardrail, fencing, striping, topsoil, seeding and mulching. - Number of bidders: Four Apparently successful bidder: A & S Construction Company, Canon City $1,887,570 Calls for completion within: 60 work days Preconstruction project manager: Robert D. Torres n n, Resident engineer: B. B. McDonnall, Lamar �1�L - 441/610 �I I /61'0 - over - Highway News Page 2 MP 04-0024-38 U.S. 24 AT FALCON U.S. 24 , intersection improvement on the west side of Falcon, providing left-turn and right-turn lanes at Meridian Road, which includes grading, - - hot bituminous pavement, signing, striping, seeding and mulching. Number of bidders: Two -Apparently successful bidder: Schmidt Construction Company of Colorado Springs $75,156 Calls for completion within: thirty workable days Preconstruction project manager: Ed Hier Resident engineer: Duncan Natwood, Colorado Springs CT 10-0025-17 2-25 SOUTH or DENVER Interstate 25 resurfacing south of Denver, from Orchard Road on southbound lanes toward County Line Road and on northbound lanes to Dry Creek Road, consisting of removal of asphalt mat, hot bituminous. pavement overlay, guardrail and striping. . Number ;of bidders: Seven Apparently successful bidder Siegrist Construction Company of Denver $907,261 Calls for completion within: 35 workable days Preconstruction project manager: Ray. Aberle Resident Engineer.: ices Goff, Frisco • mP 46-1000-01 U.S. 40 AND ALSO U.S. 385, caKEREEK—COUNTY Machine patching on U.S. 40, beginning two miles east of Cheyenne Wells and extending east 15 1/2 miles, also on U.S. 385 from milepost 150.35 extending 7 1/2 miles north. Number of. bidders: Five Apparently successful bidder: Carder, Inc. of Lamar 4392,922 Calls for completion within: 25. work days Preconstruction project manager: Garry L. Moon Resident engineer: John Goetacke, Limon • Highway News Page 3 P ROJECTS AWARDED PROJECT: AWARDED TO: DATE: nom) 70-4 (146) Kiewit Western Co. 4/26/90 bid I-25 east of I-70 $7,493,000 5/21/90 award in Denver rebuilding Award goals DBE 148 ".The Mousetrap" Committed DBE 8.25$ CY 20-0550-24 Castle Rock Construction 5/3/90 bid U.B. 550 rebuild $3,233,303 5/9/90 award 'in Durango Award goals DBE 13$ Committed DBE 13.228 CC 10-0088-33 Tierdael Construction 5/3/90 bid CC 30-0088-37 $2,347,000 • 5/14/90 award CX 10-0088-38 Award goals DBE 11.58 Belleview Ave. Committed DBE 12.68 widening south of Denver I (CX) 70-2 (147) Centric-Jones Constructors 5/3/90 bid I-70 rest area in $3,333,333 5/14/90 award Glenwood Canyon Award goals DBE 6$ at Grizzly Creek Committed DBE 7.18 CY 11-0121-73 Asphalt Paving Company 5/3/90 bid Wadsworth Blvd. $278,268 5/9/90 award • resurfacing in Award goals DBE 108 Wheat Ridge Committed DBE 12.348 CX 13-0006-09 Castle Rock Construction 5/3/90 bid CX-CC 13-0138.09 $2,842,329 5/9/90 award 'CY 13-0014-24 Award goals DBE 58 Sterling's U.S. 138, Committed DBE 33.58 , U.S. 6 and S.R. 14 CCIR 08-0070-18 United Companies of Mesa 5/10/90 bid i-70 Port of Entry County, Inc. 5/21/90 award at Loma, resurfacing $59,916 .IR(CX) 25-2(246) Siegrist Construction Co. 5/10/90-bid I-25 median barrier $819,067 5/14/90 award in Denver Award goals DBE 3$ Committed DBE 4.89$ BRa 024-1 (24) Kiewit Western Company 5'/20/90 bid U.S. 24 bridges $1,905,134 5/15/90 award in Eagle county Award goals DBE 14$ Committed DBE 15.51$ ME _ ... ., Highway News Page 4 • ANTICIPATED S I D OPENINGS ADD: JUNE 7, 10:15 a.m., hot bituminous pavement overlay on Interstate 70 near Stapleton International Airport in Denver, for 4.1 miles between Quebec Street and Interstate 225, which includes guardrail and striping, CY 01-0070-25. MEN: JUNI 14, 9:30 a.m., Interstate 76 bridges and new roadway at I-25 north of Denver, combined projects for interchange modification which include grading, lime-treated subgrade, hot bituminous and concrete pavement, bridges, drainage; topsoil, ,. seeding,: guardrail, lighting, traffic control, signing and sign structures, and -impact attenuators, projects I (CX) 76-1(129) , I 76-1 (143) , and I(cxy 76-1{133) . 9:45 a.m., U.S. 40 resurfacing and bridge replacement at Walton ' Creek and Walton Creek Road, Steamboat Springs, consisting of -grading, aggregate base course, hot bituminous pavement, plant mixed seal coat, concrete box culvert, seeding, mulching, guardrail and striping, PR(CX) 040-2(29) and BRF 040-2 (31) . 10 a.m., hot bituminous pavement overlay on S.S. 71 for . twelve miles between Last Chance and the Washington/Lincoln county line, which includes shouldering and striping, CY 27-0071-0&. 10:15 a.m., resurfacing and machine patching in Moffat county at various locations including U.S. 40 west of Craig, also on S.B. 13 and on stub route S.S. 394, combined project CX 42-0040-13 and MP 99-3000-23. Projects include hot bituminous pavement, plant mixed seal coat, and striping. 10:30 as, Interstate 70 resurfacing in Lincoln county, beginning six miles east of Limon extending twelve miles east, which includes grading, hot bituminous pavement, guardrail, striping, seeding and mulching, CXIR 33-0070-02. 10:45 as., rebuilding West 32nd Avenue along the _ :Wheat Ridge and Lakewood boundary between Simms Street and Kipling Street, MR 1506 (001) . Includes grading, "hot - bituminous and concrete pavement, storm sewer, retaining walis, signing, striping, curb and gutter, ' sidewalk, and signals. 11 a.m., resurfacing 9.2 miles of U.S. 160 southwest of Cortez,. beginning about seven miles southwest of town and extending toward the Ute Mountain Indian Reservation, consisting of- aggregate 'base course, hot bituminous and cold bituminous pavement, and striping, combined projects CX 32-0160-26 and CY 32-0160-27. BEFORE TEE OIL AND GASCONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION AND ) CAUSE Ntr 7 ' ESTABLISHMENT OF. FIELD RULES TO GOVERN ) �� vti OPERATIONS IN THE PAPOOSE CANYON FIELD, - ) (CORRECTED).?‘ MONTEZUMA AND DOLORES COUNTIES, COLORADO ) JUN l' 'i NOTICE OF HEARING mmequi TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN:.,,,, OCaa4 On November 17, 1970, the Commission authorized Order do. 231-1 to be issued by which 320-acre drilling and spacing units were established - for the production of gas and associated hydrocarbons from the Desert Creek formation, underlying certain lands in Montezuma and Dolores ' Counties, Colorado. On January 19, 1971, the Commission authorized Order No. 231-2 to be issued which established 160-acre drilling and spacing units for the production of oil and associated hydrocarbons from the Desert Creek formation. Subsequent Order No. 231-6 added certain lands to the spaced area. On November 16, 1987, the Commission authorized Order No. 231-10 which deleted the below listed lands in the Papoose Canyon Field from the provisions of Order No. 231-1 and 231-2 as such lands were to be included in a federal unit known as the Island Butte Unit, to-wit: Spacing Order No. 231-2 Spacing Order No. 231-1 Desert Creek Format Lon Oil Desert Creek Formation/Gas T38N, R19W, N.M.P.M. T38N, R19W, N.M.P.M. Section 7: SW1/4 Section 7: SW1/4 Section 17: S1/2 Section 17: 81/2 Section 18: All section 18: All T38N, R20W, N.M.P.M., T38N, R20W, N.M.P.M. Section 12: W1/2, SE1/4 Section 12: W1/2, SE1/4 Section 13: All Section 13: All On April 30, 1990, Celsius Energy Company, by its attorney, filed with the Commission a verified application for an order amending Order No. 231-10 by establishing 320-acre drilling and spacing units for the production of oil and associated hydrocarbons from the Desert Creek Stage of the Paradox formation with the designated well to be located no closer than 600 feet from the boundaries of the unit tract for the below listed lands, to-wit: Township 38 North Range 19 West, N.M.P.M. section. 7: W1/1, E1/2 Section 18: N1/2 Township 38 North/ Range 20 West, N..R.P.M. Section 12: E1/2 NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any; interested , party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11,. 199b,. briefly • stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice- to intervene to the person filing the application. A fee of forty-five dollars ($45.00) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO • OIL AND GAS CONSERVATION COMMISSION OF THE STAT3 OF COLORADO By edeetee,' . ennIs. R. Bickne , Secretary Dated at Suite 380 1,5.80 Logan Street Denver, Colorado 80203 May 17, 1990 1247A • • • - 2 - (231) fir, BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION ) CAUSE NO. 112 AND ESTABLISHMENT OF FIELD RULES ) TO GOVERN OPERATIONS IN THE IGNACIO- ) 1. BLANCO FIELD, LA PLATA COUNTY, ) COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On June 17 , 1988, the Commission issued Order No. 112-60 which established 320-acre drilling and spacing units for the production of methane gas from the Fruitland coalseams underlying certain lands in the Ignacio-Blanco Field including Section 17, Township 32 North, Range 10 West, N.M.P.M. , with the units to consist of the E1/2 and w1/2 or the N1/2 and S1/2 of a governmental section with the wells to be located in the NE1/4 and SW1/4 of each unit. On May 1 , 1990 Amoco Production Company filed a verified application with the Commission for an order to allow a new well for production purposes to be drilled at an authorized location in the Swl/4 of said Section 17, that the existing well Southern Ute Tribal "I" located in the NW1/4 be utilized only for pressure observation purposes, and that two more pressure observation wells be authorized to be drilled to monitor the performance of certain completion techniques to be initiated in the requested new production well with all the above wells located within the drilling and spacing unit consisting of the W1/2 of said Section 17. NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. ' Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter sucn orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy o£ the protest or notice to intervene to the person filing the application . A fee of forty-five dollars ($45 .00 ) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO � , ienlien") nis R. Bic nell, Secretary Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 14, 1990, 1990 1236A • BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION ) CAUSE NO. 112 AND ESTABLISHMENT OF FIELD RULES IN ) IGNAC:IO BLANCO FIELD, LA PLATA ) COUNTY, COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On August 15, 1988, the Commission issued Order .No.,, 112-61 which established further orders for the development of methana, gas from the Fruitland coal seams underlying the Ignacio-Blanco field established by Order No. 112-60 which includes Section 31 of Township 33 North, Range 8 West, NMPM. Order No. 112-61 allowed the Director to approve Applications to Drill for an option well upon twenty days notice being given to continguous and offset operators or mineral interest owners :and no protests being received. An optional well within the context of the Ignacio-Blanco Coaloed Methane Field means the first well in the drilling and spacing unit drilled not in the permitted location, but rather in the other quarter section. On May 7, 1990 ARCO Oil and Gas Company filed with the Commission an Application to Drill a well at the option location in the SW1%4 NE1/4 SW1/4 of Section 31, Township 33 North, Range 8 West, NMPM for the unit consisting of the W1/2 0£ said Section 31. On May 15, 1990, U-6. Exploration Company, as a contiguous mineral interest owner by its attorney, filed with the Commission a protest to the granting of the Application to Drill after having received notice from ARCO Oil and Gas Company. NOTICE IS HEFEBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written • protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application. A fee of forty-five dollars ($45.00) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION - OF THE STATE OF COLORADO ennxs R. icknell, Secretary Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 18, 1990 03861 BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION ) CAUSE NO. 112 AND ESTABLISHMENT OF FIELD RULES ) TO GOVERN OPERATIONS IN THE IGNACIO- ) BLANCO FIELD, LA PLATA COUNTY, ) COLORADO ) NOTICE OF REARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On June 17, 1988 , the Commission issued Order No. 112-60 which established 320-acre drilling and spacing units for the production o£ methane gas from the Fruitland coalseams underlying certain lands in the Ignacio-Blanco Field including Section 36, Township 33 North, Range 11 west, N.M.P.M. , with ,the units to consist of the E1/2 and W1/2 or the N1/2 and S1/2 of a governmental section with the permitted well to be located in the NE1/4 and SW1/4 of each unit . On May 1, 1990, Palo Petroleum, Inc. , by its attorney, filed with the Commission a verified application for an order pooling all the interests in each of the drilling and spacing units consisting of the E1/2 and W1/2 of Section 36, Township 33 North, Range 11 West, N.M.P.M. for the development and operation of the Fruitland coalseams underlying each said unit and the production of gas for said formation, pursuant to the provisions of 34-60-116, C,R.S. , 1973, as amended. NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders 89 it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990 , briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application. A fee of forty-five , dollars ($45.00 ) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO By Tenn s R. Bic ne , Secretary / Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 14, 1990 1237A BEFORE THE Oit AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION ) CAUSE N0. 112 AND ESTABLISHMENT OF FIELD RULES ) TO GOVERN OPERATIONS IN THE IGNACIO- BLANCO FIELD, LA PLATA COUNTY, ) COLORADO NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On June 17 , 1988, the Commission issued Order No. 112-60 which established 320-acre drilling and spacing units for the production of methane gas from the Fruitland coalseams underlying certain lands in the Ignacio-Blanco Field, La Plata County, Colorado with the units to consist of the E1/2 and W1/2 or the N1/2 and S1/2 of a governmental section with the wells to be located in the NE1/4 and SW1/4 of each unit no closer than 990 feet to any outer boundary of the unit. Certain wells were aathorized under orders in effect prior to June 17, 1988 and drilled and completed as coalbed methane wells at locations not in conformance with the provisions of Order No. 112-60 and 112-61. After proper notice and hearing the Commission entered various orders establishing production limits for each such well with the operator of the wells to report to the Commission on an annual basis the actual volume and percent of the ultimate established limit. In accordance with the orders listed herein below, on April 19, 1990, Amoco Production Company filed with the CommissiOn the required report as listed below, to-wit: Yr .-End 1989 Prod. Limit Production * Est. Annum Cumm Order # Well Name/Unit Location BCF Ult. Rec. BCF BCF j13=33— .imon Land & Cattle NW1/4-27-T34N-R9w T.-To 77 .35 OTTS4 0.034 Co. Well No. 27-1 W1/2 112-64 Bell.ino Gas Unit NW1/4-30-T34N-R8W 5 .40 83 . 12 0.015 0 .015 Well No. 1 N1/2 112-65 Simon Land & Cattle NW1/4-22-T34N-R9W 6 .22 82.82 0 .137 0 .187 Co. Well NO. 22-1 N1./2 112-66 Barnes Gas Unit B NW1/4-1-T33N-R9w 6.78 86 .21 0.048 0 .048 PLA-6 Well No. 1 N1/2 112-67 Turner Securities NW1/4-35-T34N-R9W 8 .33 84 .30 0.087 0 .226 G.U. A Well No. 1 N1/2 112-69 Clovis Gas Unit B W1/2-8-T33N-R9w 6 .66 79 .44 0 0 Well No. 1 N1/2 112-70 Clovis Gas Unit A SE1/4-6-T33N-R9w 9 .53 90 .43 0 0 Well No. 1 S1/2 112-71 Arthur Masan G.U. NE1/4-20-T34N-R9W 9 .18 83.48 0 0 B Well No. 1 E1/2 112-72 Weaselskin Gas Unit NE1/4-19-T34N-R9W 7 .08 79.61 0 0 Well No. 1 E1/2 y I rI m�' r4 °vrR� r•�kn�gm ti �n Y'1 �"w A,T7'0, rte.c F a +n L Sf S-, •e.Lea: ♦ u ,. wy&r^e �,,� �'"'k�+h@•4 � r"" ., z r ._ tam„�, NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the state of Colorado, pursuant to the above, has scheduled the acceptance of the above report at the hearing on: Date: Friday, June 15, 1990 Time: 8 :30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver , Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the acceptance of the report or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy _ of the protest or notice to intervene to the person filing the application. A fee of forty-five dollars ($45.00 ) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO By nnis R. Bic cr 1, Secretary Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 14 , 1990 1233A - 2 - (112 ) BEFORE T4E OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION ) CAUSE NO. 125 AND ESTABLISHMENT OF FIELD RULES ) IN THE TREND UNIT AND THE TREND FIELD, ) MORGAN COUNTY, COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On September 21, 1987 , the Commission issued Order No. 125-5 approving a certain Unit Agreement and Unit Operating SandAgreement formation forunit operations of the reservoir consisting of underlying certain lands in the Trend 'D' Sand Unit Area in the Trend Field, Morgan County, Colorado. On May 17, 1990, Thermal Exploration Inc. as unit operator, advised the Commission in writing, that unit operations were terminated and asked that the Commission issue an order terminating the Trend 'D' Sand Secondary Recovery Unit and that the below listed lands b= governed by the Rules and Regulations of the Commission, to-wit: Township 5 North, Range 60 West 6th P.M. Section 34: SE1/4, NE1/4 sw1/4, N1/2 SE1/4 SW1/4 Section 35: N1/2 SW1/4, SW1/4 SW1/4, N1/2 SE1/4 SW1/4, NW1/4 SE1/4 • containing 400 acres, more or less. NOTICE IS HEREBY GIVEN, that the Oil and GAS Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 20: East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above entitled matter at . the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste o£ oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice , to intervene to the person filing the application. A fee of forty-five dollars ($45.00 ) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO By a/72ffl nnzs R. Wig ecretary Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 18, 1990 03851 n BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION ) CAUSE NO. 232 AND ESTABLISHMENT OF FIELD RULES ) TO GOVERN OPERATIONS IN THE WATTENBERG ) FIELD, WELD COUNTY, COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: In Cause No. 232 the Commission has issued orders establishing 320-acre drilling and spacing units for the production of gas and associated hydrocarbons from the "J Sand formation underlying certain lands in Weld, Adams and Boulder Counties, Colorado including Section 3 , Township 3 North, Range 66 West, 6th P.M. , Weld County, Colorado. The units shall consist of the E1/2 and wl/2 or the N1/2 and S1/2 of a governmental section with the designated well to be located in the NE1/4 and SW1/4 no closer than 990 feet from the outer boundaries of the unit. In addition, by Order No. 232-20 the Commission determined that 160-acre drilling and spacing units are not less than the maximum area that can be efficiently, economically and effectively drained by a single well and authorized the drilling of a second well on the undrilled quarter section. On April 19 , 1990, Tower Energy Corporation, by its attorney, filed with the Commission a verified application for an order segregating the 320-acre drilling and spacing unit consisting of the N1/2 of Section 3, Township 3 North, Range 65 West, 6th P.M. , Weld County, Colorado into two 160-acre units consisting of the NW1/4 and the NE,1/4 of said Section 3 for the production of gas and associated hydrocarbons from the "J" Sand formation underlying such units. No wells have been completed for production from the •J• Sand formation in the N1/2 of said Section 3. NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15 , 1990 Time: 8 :30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations o£ said field, and to carry out tr2 purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application . A fee of forty-five dollars ($45 .00) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO By_ eineerj i can s'" R. Bic1E el , Secretary Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 16, 1990 1246A Fyn e. e c BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION ) CAUSE NO. 407 AND ESTABLISHMENT OF FIELD RULES TO ) GOVERN OPERATIONS IN THE CODELL- ) NIOBRARA SPACED AREA, WELD COUNTY, ) COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: i On December 19, 1983, the Commission authorized Order No. 407-1 to be issued which, among other things, established 80-acre drilling and spacing units for the production of oil, gas and associated hydrocarbons from the Codell formation. The units consist of the E1/2 and W1/2 or the Nl/2 and S1/2 of each quarter section with the permitted well located in the center of a quarter-quarter section with a 200 foot tolerance and , the option to drill a second well in the undrilled quarter-quarter section. Subsequent Order No. 407-10 included the Niobrara formation underlying certain lands in the area which includes Section 29, Township 3 North, Range 66 west, 6th P.M. On April 30, 1990 , Basin Exploration, Inc. , by its attorney, filed with the Commission a verified application for an order segregating the 80-acre drilling and spacing unit consisting of the W1/2 NE1/4 of Section 29, Township 3 North, Range 66 West, 6th P.M. into two - 40-acre units consisting of the NW1/4 NE1/4 and the SW1/4 NE1/4 O£ said Section 29 for the production of oil and gas and associated hydrocarbons from the Codell and Niobrara formations underlying said lands with no wells having been drilled in the unit consisting of the wl/2 NE1/4 of said Section 29 . NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, , or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. • Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application. A fee of forty-five dollars ($45 .00 ) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF �COLLOR�ADDO�� By �t�C/17��GC/ ennis R. Bi ne 1, Secretary Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 14, 1990 1231A 4 BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION AND ) CAUSE NO. 451 ESTABLISHMENT OF FIELD RULES TO GOVERN ) OPERATIONS IN THE LILLI FIELD, WELD ) COUNTY, COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On November 16, 1987, the Commission issued Order No. 451-3 which established production restrictions on individual oil and gas wells in Lilli Field. Additional orders of the Commission have extended the area of the Lilli Field and changes have been made to both the maximum and monthly allowable for "Oil Wells' and 'Gas Wells' as defined in the orders. Adjustment procedures were ordered for those months in which over production or under production have occurred . All operators have been furnished preliminary monthly data by the other operators in the field. The Commission has furnished production summaries prepared from the Form 7 Production Reports to all operators and the Commission has advised those operators who appear to have wells in h persistent status of cumulative production greatly in excess of that ordered. At the Commission hearing in Cause No. 451 held on April 20, -1990, the Commission ordered that notice should be given to all operators in the field to appear at a regular hearing to show why those operators with wells in a persistant status of overproduction are not in violation of the orders of the Commission and why they should not be subject to the penalties in accordance with 34-60-121 C.R.S. , as amended. NOTICE IS HEREBY GIVEN, that the Oil and Gaz Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will take such action as it deems appropriate to carry out the purposes of the statute. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO By {,d nnis R. Bic, ne , Secretary - Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 15, 1990 1239A BEFORE THE OIL AND GAS CONSERVATION COMMISSION or THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION AND ) CAUSE NO. 451 ESTABLISHMENT OF FIELD RULES TO GOVERN ) OPERATION IN THE LILLI FIELD, WELD, ) COUNTY, COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: i On July 18, 1988, the Commission entered Order No. 451-7 and 459-3 which established the West Lilli Area as part of Lilli Field in so far as development of the Cretaceous "D" Sand is concerned and other orders entered by the Commission in Cause No. 451 established 80-acre drilling and spacing units which consist of the E1/2 and W1/2 or the N1/2 and S1/2 of a governmental quarter section with the permitted well to be located in the center of the NWl/4 and SE1/4 of each quarter section with a tolerance of 200 feet on any direction, with such established area including the S1/2 of Section 36 , Township 9 North, Range 59 West, Gth P.M. , Weld County, Colorado. On April 27 , 1990, Scout Energy Corporation, by its attorney filed with the Commission a verified application for an order allowing the drilling of an exception well to be located in the SW1/4 of the SW1/4 O£ said Section 36 for the unit to consist of the W1/2 SW1/4 of the SW1/4 of said Section 36 with a well having been drilled in the SE1/4 of the SW1/4 of said Section 36 and completed as a dry hole and plugged. NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15 , 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting o£ the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party r shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application. A fee of forty-five dollars ($45.00 ) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION, COMMISSION OF THE STATE OF COLORADO By nuns i , Secretary/ - Dated at Suite 380 1580 Logan, Street Denver, Colorado 80203 May 14, 1990 1232A • BEFORE THE OIL AND GA3 CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION AND ) CAUSE NO. 474 ESTABLISHMENT OF FIELD RULES TO GOVERN ) OPERATIONS IN THE CRAIG FIELD FOR ) COALBED METHANE IN MOFFAT COUNTY, ) COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On November 20 , 1989, the Commission issued Order No. 474-1 which ess.9blished 320-acre drilling and spacing units for the production of methane gas from the Mesaverde coalseams underlying the below listed lands with the units to consist of the E1/2 and W1/2 or the N1/2 and S1/2 of a section according to the governmental survey thereof; and that the permitted well for each such drilling unit is to be located no closer than 600 feet from the outer boundary of said unit, to-wit: Township 6 North, Range 91 West, 6th P.M. Section 3 : All Section 9: All Section 4: All section 10 : All Or. May 3, 1990 , Cockrell Oil Corporation, by its attorney, filed with the Commission a verified appligiAtion for an order extending the provisions of Order No. 474-1 to the below listed lands, to-wit: Township 6 North, Range 91 West, 6th P.M. Section 26: All Section 33: All Section 27: All Section 34: All Section 28: All Section 35 : All The application further asks that for the proposed unit consisting of the N1/2 of said Section 34, a second test well for the purposes of a dewatering test experimental project to be located approximately 600 feet FNL and 2280 feet- FEL which would be at a location approximately 1320 feet west of a proposed initial well. NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: • Date: Friday, June 15 , 1990 Time: 8 :30 a.m. Place: Room 101, State Education Building 201 Enst Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application. A fee of forty-five dollars ($45 .00) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO By ennis R. Bickne 1, secretary Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 14, 1990 1235A 4w , n , e?e 3'a Yr<. �^✓«„ ce✓w ,r. y _ ,. 5 y,.,, / . r+ BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION AND ) CAUSE NO. 44 ESTABLISHMENT OF FIELD RULES TO GOVERN ) OPERATIONS IN THE CRAIG FIELD FOR ) COALBED METHANE IN MOFFAT COUNTY, ) COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On November 20 , 1989, the Commission issued Order No. 474-1 which established 320-acre drilling and spacing units for the production of methane gas from the Mesaverde coalseams underlying the below listed lands with the units to consist o£ the E1/2 and W1/2 or the N1/2 and S1/2 of a section according to the governmental survey thereof with the permitted well for each such unit to be located no closer than 600 feet from the outer boundary of said unit, to-wit: Township 6 North, Range 91 West, 6th P.M, Section 3 : All Section 9: All Section 4 : All Section 10 : All On May 3, 1990, Cockrell Oil Corporation, by its attorney, filed with the Commission a verified application for an order pooling all interests in the drilling and spacing unit consisting of the W1/2 of Section 3, Township 6 North, Range 91 west, 6th P.M. which is identified • as containing Lots 5, 6 , 7 , 8, 11, 12, 13 and 14 for a well 691-0311 to be located is said lot 11, pursuant to the provisions of 34-60-116 C.R.S. , 1973 as amended. NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15 , 1990 Time: 8 :30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene .should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention . Such interested party shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application. A fee of forty-five dollars ($45 .00) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO • By enn s R. t e , Secretary Dated at Sui :e 380 1580 Logan Street Denver, Colorado 80203 May 14 , 199O 1234A my. " wi bW N vzet) 27.f y3 s w v ro /'7. ry v. rs�v`. r�4 BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO IN THE MATTER OF THE PROMULGATION ) CAUSE N0. 482 AND ESTABLISHMENT OF FIELD RULES TO ) GOVERN OPERATIONS IN THE HANCOCK ) GULCH FIELD, GARFIELD COUNTY, COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: On April 30, 1990 , Celsius Energy Company, by its attorney, filed with the Commission a verified applicat;:on for an order to be issued establishing 640-acre drilling and spacing units for the production of gas and associated hydrocarbons from the Dakota-Morrison Formations defined as the stratigraphic equivalent interval at a depth of 8,118 feet on the Schlumberger Simultaneous Compensated Neutron - Litho - Density log for the McLish Federal 8-1 well located in the SW1/4 NE1/4, Section 8, Township 8 South, Range 98 West, 6th P.M. , to the base of the Morrison Formation with the unit to consist of a section according to a governmental survey with the permitted well for each unit to be located no closer than 1320 feet from the outer boundaries of said unit for the below listed lands, to-wit: Township 8 South, Range 98 West, 6th P.M. Section 8: All Section lb: All Section 9: All NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, briefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application. A fee of forty-five dollars ($4S .00) shall accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO By nnis R. Bic n , Secretary at Suite 380 1580 Logan Street Denver, Colorado 80203 May 14, 1990 1230A n fir,...; + 1r{9n w+ ftr {taxr ti . .?+ h�'`n ✓t� "7 °a_., ;'F k +� v r < C, a.,,x^",. BEFORE THE OIL AND GAS CONSERVATION COMMISSION OF THE STATE OF COLORADO; IN THE MATTER OF THE PROMULGATION ) CAUSE N0. 483 AND ESTABLISHMENT OF FIELD RULES TO ) GOVERN OPERATIONS IN THE ARCHER FIELD, ) CHEYENNE COUNTY, COLORADO ) NOTICE OF HEARING TO ALL INTERESTED PARTIES AND TO WHOM IT MAY CONCERN: • On April 27, 1990, Mull Drilling Company, Inc. , by its attorney, filed a verified application, amended on May 21, 1990, for an order to be issued establishing 640-acre drilling and spacing units for the production of gas and associated hydrocarbons and other gases from the Morrow formation which is defined as the interval between 5268 feet and 5405 feet on the electric log for the Nelson No. 1 located in the SE1/4 NE1/4 of Section 30, Township 12 South, Range 44 West, 6th P.M. , Cheyenne County, Colorado, which would be the designated well for the unit consisting of the E1/2 of Section 30 and the W1/2 of Section 29, Township 12 South, Range 44 West, 6th P.M. , with the 640-acre drilling and spacing units to consist of any four contiguous governmental quarter sections in the form of a s3uare with the unit to be designated at the time of drilling with the permitted well to be located no closer than 1320 feet from the boundaries of the unit for the below listed lands, to-wit: Township 12 South, Range 44 West, 6th P.M. Section 16: All Section 28: All Section 17: All Section 29: All Section 18: All Section 30: All Section 19 : All Section 31: All Section 20: All Section 3'2: All Section 21: All Section 33: All NOTICE IS HEREBY GIVEN, that the Oil and Gas Conservation Commission of the State of Colorado, pursuant to the above, has scheduled the above-entitled matter for hearing on: Date: Friday, June 15, 1990 Time: 8:30 a.m. Place: Room 101, State Education Building 201 East Colfax Avenue Denver, Colorado 80203 Pursuant to said hearing in the above-entitled matter at the time and place aforesaid, or at any adjourned meeting, the Commission • will enter such orders as it deems appropriate to prevent the waste of oil and gas, either or both, in the operations of said field, and to carry out the purposes of the statute. Any interested party desiring to protest the granting of the application or to intervene should file with the Commission a written protest or a notice to intervene no later than June 11, 1990, hriefly stating the basis of the protest or intervention. Such interested party shall, at the same time, serve a copy of the protest or notice to intervene to the person filing the application. A fee of forty-five dollars ($45.00) snail accompany each document filed with the Commission. IN THE NAME OF THE STATE OF COLORADO OIL AND GAS CONSERVATION COMMISSION � OF THE STATE OF COLORADO By 43 (:211/12{1/�)41,4ti!�4/ nnis R. Bicknell, Secretary Dated at Suite 380 1580 Logan Street Denver, Colorado 80203 May 22, 1990 1229A cn -7.-',`-15•775:75-11�1�1 I g 4,136,12 90 JUN 11993 '1 -PC. £.94z ) 1z-9-s£ 7PCsask ! l LA (Thy, cta, 4,:, —eft w Cif Lrt-1,t frkcry-4-J E.v /G e, 7/ 1/ c °rnnifLif,4.k £ r £y l` /?r': A .� HEARING CERTIFICATION DOCKET N0. 90-15 RE: SITE SPECIFIC DEVELOPMENT PLAN AND SPECIAL REVIEW PERMIT FOR A WATER TREATMENT CHEMICALS PACKAGING AND DISTRIBUTION FACILITY - D.P.C. INDUSTRIES, INC. A public hearing was conducted on May 30, 1990, at 10:00 A.M., with the following present: Commissioner Gene R. Brantner, Chairman Commissioner George Kennedy, Pro-Tem Commissioner Constance L. Harbert - Arrived later Commissioner C.W. Kirby Commissioner Gordon E. Lacy Also present: Acting Clerk to the Board, Mary Reiff Assistant County Attorney, Lee D. Morrison Planning Department representative, Rod Allison The following business was transacted: I hereby certify that pursuant to a notice dated May 9, 1990, and duly published May 17, 1990, in The New News, a public hearing was conducted to consider the request of D.P.C. Industries, Inc., for a Site Specific Development Plan and Special Review Permit for a water treatment chemicals packaging and distribution facility. Lee Morrison, Assistant County Attorney, made this matter of record. Rod Allison, Planning Department representative, entered the favorable recommendation of the Planning Commission into the record. (Let the record reflect that Commissioner Harbert has arrived.) Ronald Ciora, President of D.P.C., Industries, Inc., made a short presentation. Ralph Johnson, Vice-President of environmental affairs, also explained this request. Art Niebuhr, Manager of Engineering Services, showed slides of the plant in Rosemont, Minnesota, which is similar to the one proposed in Weld County. He explained that the materials come in by rail and are shipped out by truck. The company packages and distributes industrial strength chlorine bleach for use in municipal water supplies, swimming pools, etc. Mr. Niebuhr also showed a slide of the plot plan for this facility. He said this proposal fits in with the long-range plan for the Town of Hudson, which is about two miles away from the site. Rob Maaden, Mayor of the Town of Hudson, said he has toured the Minnesota facility, and he feels that this will be an asset to Weld County and his community. Commissioner Lacy asked if there is an adequate water supply. Mr. Niebuhr assured him that adequate water is available, and he stated that the proposed Conditions and Development Standards are acceptable to the applicant. Commissioner Lacy moved to approve this request for a Site Specific Development Plan and Special Review Permit, subject to the Conditions and Development Standards contained in the Planning Commission's recommendation. The motion was seconded by Commissioner Kennedy, and it carried unanimously. 900459 P/ 0‘ 97 67(77024V-064.1 Page 2 HEARING CERTIFICATION - D.P.C. INDUSTRIES, INC. This Certification was approved on the 4th day of June, 1990. APPROVED: �/, BO OF COUNTY COMMISSIONERS ATTEST: 17:1 " c 2f WE UNTy, CO Weld County Clerk and Recorder and Clerk to the Soar Gen B anther, tiairman BY4 p7X�4ci/ r ;�L--M Ar/ Deputy County Cl Gat) ge Ke edysajli on n tenet L. Mayber�E / C.W. Kirby Gerd ey TAPE 090-24 DOCKET 090-15 PL0691 900459 RECORD OF PROCEEDINGS MINUTES BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO JUNE 4, 1990 TAPE #90-24 The Board of County Commissioners of weld County, Colorado, met in regular session in full conformity with the law and bylaws o£ said Board at the regular place of meeting in the Weld County Centennial Center, Greeley, Colorado, June 24, 1990, at the hour of 9:00 A.M. ROLL CALL: The meeting was called to order by the Chairman and on roll call the following members were present, constituting a quorum of the members thereof: Commissioner Gene R. Brantner; Chairman Commissioner George Kennedy, Pro-Tem Commissioner Constance L. Harbert Commissioner C.W. Kirby Commissioner Gordon E. Lacy Also present: Weld County Attorney, Thomas O. David Acting Clerk to the Board, Tommie Antuna MINUTES: Commissioner Kennedy moved to approve the minutes of the Board of County Commissioners meeting of May 30, 1990, as printed. Commissioner Harbert seconded the motion, and it carried unanimously. CERTIFICATIONS•OF HEARINGS: Commissioner Kennedy moved to approve the Certification for the hearing conducted on May 30, 1990: 1) Special Review Permit, D.P.C. Industries, Inc. Commissioner Kirby seconded the motion, and it carried unanimously. ADDITIONS: There were no additions to today's agenda. CONSENT AGENDA: Commissioner Lacy moved to approve the consent agenda as printed. Commissioner Kennedy seconded the motion, and it carried unanimously. COMMISSIONER COORDINATOR REPORTS: Commissioner Lacy, reporting on Communication Services, said there are concerns about the E911 system because of a court decision in Pennsylvania. It was determined that the phone numbers showing up on the phone systems are illegal. There were no other reports at today's meeting. WARRANTS: Claud Hanes presented the following warrants for approval by the Board: General fund 5221,810.05 Payroll 1,823.04 Social Services 57,866.19 Commissioner Lacy moved to approve the warrants as presented by ; Mr. Warden. Commissioner Kennedy seconded the motion which carried unanimously. soon,02 BUSINESS: NEW: CONSIDER REQUEST TO PREADVERTISE FEE CHANGE - PLANNING DEPARTMENT: This was held over to later in the meeting for clarification of certain points. CONSIDER FAMILY PLANNING PROGRAM CONTRACT AND AUTHORIZE CHAIRMAN TO SIGN: Jeannie Tacker, representing the Department of Health, said this Contract, which is for a comprehensive family planning program, has been increased by $818.00 from the current fiscal year's Contract. Commissioner Harbert moved to approve said Contract and authorize the Chairman to sign. Seconded by Commissioner Kennedy, the motion carried unanimously. CONSIDER SAMPLING AND ANALYSIS OF POLLUTANT DISCHARGE AGREEMENTS WITH VARIOUS ENTITIES AND AUTHORIZE CHAIRMAN TO SIGN: Ms. Tacker presented these Agreements to the Board. Commissioner Kennedy moved to approve said Agreements and authorize the Chairman to sign. The motion, which was seconded by Commissioner Harbert, carried unanimously. CONSIDER CHANGE ORDER N0. 2 FOR BRIDGE 58/478 WITH LAWRENCE CONSTRUCTION COMPANY AND AUTHORIZE CHAIRMAN TO SIGN: Drew Scheltinga, Director of the Engineering Department, said the project has been completed, and this Change Order is necessary because of two major changes. Mr. Scheltinga explained the two changes to the Board. Commissioner Kennedy moved to approve Change Order No. 2 with Lawrence Construction Company and authorize the Chairman to sign. Commissioner Kirby seconded the motion, and it carried unanimously. CONSIDER REQUEST TO PREADVERTISE FEE CHANGE - PLANNING DEPARTMENT: Commissioner Lacy asked Chuck Cunliffe, Director of Planning Services, whether the Planning Commission or the Planning Department is requesting that this be heard by the Board. Mr. Cunliffe said it is the Planning Department. Commissioner Lacy moved to approve the preadvertisement of the fee change. Commissioner Kirby seconded the motion which carried unanimously. CONSIDER RESOLUTIONS RE: EMERGENCY CLOSURE OF WCR 10 BETWEEN WCR 27 AND 29: AND WCR 47} BETWEEN U.S. HIGHWAY 34 AND WCR 58: Commissioner Lacy moved to approve these two Resolutions. Seconded by Commissioner Kennedy, the motion carried unanimously. CONSIDER RESOLUTIONS RE: APPOINTMENT OF JERRY ENGEL TO UNIFORM BUILDING CODE BOARD OF APPEALS AND TO BUILDING TRADES ADVISORY COMMITTEE: Commissioner Kirby moved to approve said Resolutions, one concerning the appointment of Jerry Engel to the Uniform Building Code Board of Appeals; and the other appointing him to the Building Trades Advisory Committee. The motion was seconded by Commissioner Kennedy, and it carried unanimously. CONSIDER RESOLUTION RE: APPOINTMENTS TO PRIVATE INDUSTRY COUNCIL: Commissioner Kennedy moved to approve this Resolution appointing Tom Scheel, Jesus Martinez, and Cecil Vigil to the Private Industry Council. Commissioner Kirby seconded the motion which carried unanimously. Minutes - June 4, 1990 Page 2 PLANNING: CONSIDER RESOLUTION RE: VIOLATIONS OF THE ZONING AND BUILDING CODE ORDINANCES - GARTRELL; GALLARDO; PE'REZ; AND SCHULTZ: Commissioner Kennedy moved to approve this Resolution authorizing the County Attorney to proceed with legal action against Harlan L. Gartrell; Ezequiel and Librada Gallardo; DoraLiz Perez; Ray Dean, Gilbert D., Sr., and Ronnie Lee Schultz for violations of the Weld County Zoning and Building Code Ordinances. Commissioner Harbert seconded the motion, and it carried unanimously. CONSIDER CHANGE OF CONDITION FOR RE #1231 - ROBBINS: Lanai' Curry, representing the Department of Planning Services, said Recorded Exemption #1231 was granted to Arthur and Jean Robbins on February 7, 1990, subject to five Conditions. Conditions #4 and #5 concerned the well and the recording of a covenant guaranteeing the use of irrigation water to,the proposed smaller parcel. Ms. Curry said the applicants have designated a parcel of land greater than 35 acres for the well and have received approval for a full use domestic well; therefore; the Planning staff recommends that the Board remove Conditions #4 and #5 from the Recorded Exemption. Art Robbins, one of the applicants, came forward to answer questions of the Board. Commissioner Lacy moved to approve the removal of Conditions #4 and #5 from Recorded Exemption #1231. Seconded by Commissioner Harbert, the motion carried unanimously. RESOLUTIONS AND ORDINANCES: The Resolutions were presented and signed as listed on the consent agenda. There were no Ordinances. Let the minutes reflect that the above and foregoing actions were attested to and respectfully submitted by the Acting Clerk to the Board. There being no further business, this meeting was adjourned at 9:25 A.M. APPROVED! ATTEST: ‘77)27auSn l BOARD OF COUNTY COMMISSIONERS oUNTY, COLORADO Weld County Clerk and Recorder and Clerk to the Boar Gene R. Bran er, Chairman eputy County Cl k Geo ge Ronnedy, Pro-Tem onstance L. Harbe t• C.w. Kirby EXCUSED DATE OF APPROVAL Gordon E. Lacy Minutes - June 4, 1990 Page 3 RECORD OF PROCEEDINGS AGENDA Wednesday, June 6, 1990 Tape #90-24 ROLL CALL: Gene R. Brantner, Chairman George Kennedy, Pro-Tem Constance L. Harbert C.W. Kirby Gordon E. Lacy MINUTES: Approval of minutes of June 4, 1990 CERTIFICATIONS OF HEARINGS: Hearing conducted on June 4, 1990: 1) Show Cause Hearing, 2imbelman ADDITIONS TO AGENDA: Nonc APPROVAL OF CONSENT AGENDA: DEPARTMENT HEADS AND ELECTED OFFICIALS: 1) Donald Warden, Finance and Administration Director COUNTY FINANCE OFFICER: 1) Warrants (Donald Warden) BIDS: 1) Present CAD system - Sheriff's Department 2) Present digital call-check recorder - Communications Department 3) Present voice recording system - Communications Department 4) Present 1990 chip and seal - Road and Bridge Department BUSINESS: NEW: 1) Consider Purchase of Services Agreement between FENWC Migrant Head Start and San Luis Valley Board of Cooperative Services and authorize Chairman to sign 2) Consider request from Pest Inspector to enter upon certain lands 3) Consider Resolution re: Temporary closure of East 24th Street between 1st Avenue and Cherry Avenue PLANNING: 1) Consider Resolution re: Building Code Violations - Thomas: West Hill-N-Park; and Kirk 2) RE #1265 - Baxstrom 3) Consider demolition of dangerous building - 2ebbe (cent. from 5/2/90) CONSENT AGENDA APPOINTMENTS: Jun 6 - County Council 7:30 PM Jun 7 - Island Grove Park Advisory Board 3:30 PM Jun 8 - Community Corrections Board 12:00 NOON Jun 11 - Private Industry Council 7:30 AM Jun 11 - Weld Mental Health 7:30 PM Jun 12 - Juvenile Community Review Board 12:00 NOON Jun 13 - EDAP 7:00 AM Jun 13 - BOARD MEETING CANCELED Jun 14 - Area Agency on Aging 9:00 AM HEARINGS: Jun 6 - Preliminary Hearing, 71st Avenue Local Improvement District 10:00 AM Jun 20 - Change of Zone, A (Agricultural) to PUD (Planned Unit Development) , Antelope Hills PUD 10:00 AM Jun 20 - Special Review Permit, Agricultural service establishment, Roggen Farmers Elevator Association 10:00 AM Jun 20 - Increased fee for Special Review Permit applications for Solid Waste Disposal Sites and Facilities Planning Department 10:00 AM Jun 25 - 3.24 Beer License, Donald L. Veden, dba The Little Store 9:00 AM Jun 27 - Show Cause Hearing, Moritz E. and Sheila Baessler 10:00 AM Jun 27 - Special Review Permit and Certificate of Designation, Solid waste disposal site and facility, Waste Services Corporation 10:00 AM REPORTS: 1) George Goodell, Road and Bridge Director, re: Road opening COMMUNICATIONS: 1) Notice of Claim - Joe Otis Hardy 2) Northern Colorado water Conservancy District Report 3) Notice of Claim - Leonard L. Reed and Rebecca Hebert Reed 4) Notification of Annexation - City of Longmont PLANNING STAFF APPROVALS: 1) ZPMH $1656 - Barnett RESOLUTIONS: * 1) Approve authorization for County Attorney to proceed with legal action - Building Code Violations * 2) Approve request to preadvertise fee change - Planning Department * 3) Approve Family Planning Program Contract * 4) Approve change of Conditions for RE 01231 - Robbins * 5) Approve temporary closure of East 24th Street between 1st Avenue and Cherry Avenue * 6) Action of Board concerning Show Cause Hearing - Zimbelman * Signed at this meeting Wednesday, June 6, 1990 RESOLUTION RE: AUTHORIZATION FOR THE WELD COUNTY ATTORNEY TO PROCEED WITH LEGAL ACTION AGAINST CERTAIN PARTIES FOR VIOLATIONS OF THE WELD COUNTY BUILDING CODE ORDINANCE WHEREAS, the Board of County Commissioners o£ Weld County, Colorado, pursuant to Colorado statute and the weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Weld County Department of Planning Services has referred certain violations of the Weld County Building Code Ordinance to the County Attorney's Office, and WHEREAS, those persons in violation of the Weld County Building Code Ordinance are Gayle Thomas; West Hill-N-Park; and Bryce Kirk, and WHEREAS, despite efforts by the Planning staff to resolve said matters, the violations have not been corrected, and WHEREAS, the Board deems it necessary to bring legal action against those individuals as hereinabove named to correct said violations. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Thomas O. David, Weld County Attorney, be, and hereby is, authorized to proceed with legal action against Gayle Thomas; West Hill-N-Park; and Bryce Kirk to remedy the violations of the Weld County Building Code Ordinance, and any other persons occupying the properties, any persons claiming an interest in the properties, and any persons acting in active concert with the identified parties. ot. 7 CC, ,-ex- /� �(-9 900484 f'. Page 2 RE: BUILDING CODE VIOLATIONS The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 6th day of June, A.D. , 1990. BOA OF COUNTY COMMISSIONERS‘721)2ATTEST: wE COUNTY, C RADO Weld County C erk and Recorder and Clerk to the Board Gene R. Bra n r, C airman fit B 51,C716-hk-L2-1 Ge rge Kerfhedp, Pro-Tent/ eputy County C rY. ��1?ll APPROVED AS TO FORM: Const� L. ,liarr� it C• ,Kirsee Aer , County Attorney EXCUSED Gordon E. Lacy 900484 its(rd; MEMORRADUM To Board of County Commissioners Dm* May 31, 1990 COLORADO From Department of Planning Services Subject: Legal Action Authorization The Department of Planning Services recommends that the Board of County Commissioners authorize the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Building Code Ordinance. Building Code Ordinance Violations: BCV-1425 Gayle Thomas 1704 37th Street Evans, CO 80620 BCV-1424 BCV-1424 West Hill-N-Park Bryce Kirk P.O. Box 929 4405 Carlsbad Drive Greeley, CO 80632 Greeley, CO 80634 The Department of Planning also recommends that the County Attorney be authorized to proceed with legal action against any other persons occupying the properties, any persona claiming an interest in the properties, and any persons acting in active concert with the identified parties. Copies of the violation materials are available at the Department of Planning Services' office or the Weld County Attorney's office. 900484 RESOLUTION RE: GRANT REQUEST OF PLANNING DEPARTMENT TO PREADVERTISE PUBLIC HEARING WHEREAS, the Board of County Commissioners of weld County, Colorado, pursuant to Colorado statute and the weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Weld County Planning Department has submitted a request to the Board that the public hearing for the purpose of considering an increased fee for Special Review Permit applications for Solid Waste Disposal Sites and Facilities be preadvertised, and WHEREAS, a copy o£ said request is attached hereto and incorporated herein by reference:, and WHEREAS, after review, the Board deems it appropriate to grant said request to preadvertise this matter. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the request o£ the Weld County Planning Department to preadvertise the public hearing to consider an increased fee for Special Review Permit applications for Solid Waste Disposal Sites and Facilities be, and hereby is, granted. BE IT FURTHER RESOLVED by the Board that the hearing date to consider said matter be set for June 20, 1990, at 10:00 A.M. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th flay of June, A.D. , 1990. BOARD or COUNTY COMMISSIONERS ATTEST: WEL TYYY,, CO ORADO Weld County lerk and Recorder and Clerk to the Board ene R. Bran ner, Cha rman (Snle� � 4rte eo ge Kenne y, Pro-Tem yer44--exjputy County erk / �r� 11�Cl APPROVED AS TO FORM: ons�ta�nce L. Her e t C.W. Kirn • County^Attorn EXCUSED DATE OF SIGNING - (AYE) Gordon E. Lacy 7�,L O00/ CO: 54.74 ,(`) 900490 • DEPARTMENT OF PLANNING SERVICES f\cI\\\ PHONE('303)336000,EXT.u0o els 70th STREET III p ' GREELEY,COLORADO 806.97 Ci COLORADO NOTICE OF PUBLIC HEARING The Weld County Planning Commission will conduct a public hearing at 1:30 p.m. on June 19, 1990. in the County Commissioners' Hearing Room, First Floor (#101), Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado, for the purpose of considering an increased fee for Special Review permit applications for Solid Waste Disposal Sites and Facilities. All persons in any manner interested are requested to attend the hearing and may be heard. Copies of the materials are available for public inspection in the Department of Planning Services. Room 342. Weld County Centennial Center, 915 Tenth Street. Greeley, Colorado. - Phone - 356-4000, Extension 4400. Ernie Ross, Chairman Weld County Planning Commission To be published one (1) time by May 31, 1990, (publication date). Received by: Date: Zv • ion \Li J\0\C 900490 c V h,b14- Pt RESOLUTION RE: APPROVE INCREASE IN FAMILY PLANNING PROGRAM CONTRACT BETWEEN THE COLORADO DEPARTMENT OF HEALTH AND THE WELD COUNTY HEALTH DEPARTMENT AND AUTHORIZE CHAIRMAN TO SIGN NOTIFICATION WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs o£ weld County, Colorado, and WHEREAS, by Resolution dated June 12, 1989, the Board approved Family Planning Program Contract No. C378015 between the Colorado Department of Health and the Weld County Health Department, and WHEREAS, the Board has received a Notification that the Contract for the current fiscal year has been increased by $818.00, making the total $86,569.00, with the further terms and conditions being as stated in the Contract, and WHEREAS, after study and review, the Board deems it advisable to approve said increase to the Contract, with a copy of the Notification being attached hereto and incorporated herein by reference. NOw, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the increase to the Contract for the current fiscal year concerning the Family Planning Program Contract between the Colorado Department of Health and the Weld County Health Department be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Notification. /I LOON .GcP., .V f' 900486 Page 2 RE: FAMILY PLANNING PROGRAM CONTRACT The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day of June, A.D. , 1990. -- L ATTEST: ii&l/14,4,1/47-&<444&;‘)) BOA OF COUNTY COMMISSIONERS WEL LINTY, C RADO Weld County CiLierk and Recorder e �anddCCl�erk to the Board Gene R. -Byraann ne�r, C airman CZ_Vd7x- 2c, 0144.4 7,e Geo q- a Kennedy, Pro_Tem �eputy Countr APPROVED AS TO FORM: Orlere1 ' onstL. Harb r lf^el -- C � y ---�.� County Attorney EXCUSED DATE OF SIGNING - (AYE) Gordon E. Lacy 900486 m� %wdn -6.4a SikTE OF COLORADO COLORADO DEPARTMENT OF HEALTH ;A0. 4210 East 11th Avenue Denver.Colorado 80220 " a Phone(303) 320.8333 5� May 21, 1990 e ROY Raw Corm Thomas M.Vernon.M.O. E ecuOve Director Dear Dr. Gordon The Colorado Department of Health hereby notifies Weld County Health Department that the contract amount from the Family Planning Program, Contract No. 0378015 will be EIGHTY SIX THOUSAND FIVE HUNDRED SIXTY NINE DOLLARS (586,569) covering the period July 1, 1990 through June 30, 1991. The total number of patients to be served for that same time period is 1450 Please sign and return all copies o£ this notification. A fully executed copy will be returned to you. Sincerely, (jta ihtidth. 914 • Lee Thielen Assistant Director Aft/lake Colorado Department of Health fame Cane R. Srantner, Chairman Weld County Hoard of Commissioners Title June 4, 1990 • ogram Approval Date State Controller tificitivAi4,44041.4 ATTEST; WELD CCU.rry C' ry A .D RECORDER AND USU. TO T c BOARD CDHFPP a-11�hS S, .. .. . 5/90 • uty County ClerIt 9917006 900486 WELD COUNTY HEALTH DEPARTMENT CONTRACT SUMMARY Family Planning Program Contract Contracting Agency: Colorado Department of Health Term o£ Contract: July 1, 1990 through June 30, 1991 Amount: $86,569 Difference From Previous Contract: This is an increase of $818 from the current fiscal year's contract. Program Summary: The program includes: 1) outreach and patient recruitment 2) health and social history 3) medical exam and lab testing 4) contraceptive information and supplies 5) follow-up referrals benefit to Health Department: The contract provides partial funding for the services above and allows the Weld County Health Department to offer this on a sliding fee scale. Responsibility of Health Department: The Weld County Health Department is responsible for conducting a comprehensive family planning program in compliance with Title X and Colorado Department of Health regulations. 900486 ML00/1 RESOLUTION RE: CHANGE CONDITIONS FOR RECORDED EXEMPTION NO. 1231 - ROBBINS WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on February 7, 1990, the Board approved Recorded Exemption No. 1231 for Arthur B. and Jean A. Robbins, subject to five Conditions, and WHEREAS, Conditions #4 and #5 concerned the well and the recording of a covenant guaranteeing the delivery of irrigation water to the proposed smaller parcel, and WHEREAS, the applicants are requesting that Conditions #4 and #5 be removed from Recorded Exemption No. 1231 because they have designated a parcel of land greater than 35 acres for the well and have received approval for a full use domestic well, and WHEREAS, after study and review, the Board deems it appropriate to grant said request. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Conditions #4 and #5 be, and hereby are, removed from the Conditions of Approval in Recorded Exemption No. 1231. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day of June, A.D. , 1990. 71 BOy7F COUNTY COA4�tISSIONERS ATTEST: 1/2.04Seittc.,� WEL AOUN/T , COTARADO Weld County C erk and Recorder / AY and Clerk to the Board eenJJ , Pro e�R. Bran ner, Chairman �-�y�i e 1 <_AtJ Geo ge K nnedy -Tem eputy County Cl APPROVED AS TO FORM: onsttance L. Harbert r C.W. Kirby ,County Attorney EXCUSED DATE OF SIGNING - AYE Gordon E. Lacy Rehm/ a 544 900489 (ft : DEPARTMENT OF PLANNING SERVICES� �\ 91510th STREET GREELEY,COLORA00 80831 wilpe, COLORADO June 4, 1990 Board of County Commissioners Weld County Centennial Center 915 Tenth Street Greeley, CO 80631 Subject: Recorded Exemption 1231 — Arthur B. and Jean A. Robbins Dear Commissioners: On February 7, 1990, the Board of County Commissioners considered this recorded exemption request and reviewed the concerns of the Department of Planning Services' staff regarding the proposed use of a well seit with the d to use inside one single family dwelling. The Board approved t requhe est recording ng covenant guaranteeing thefu t attached conditions use of irrigation regarding t ionhe wall and s atertothe proposed lot. The applicants have been able to receive approval for a full use domestic well by designating a parcel of land greater than 35 acres for the well. ends he Board of The Department of roveathisgrequestes' staff and remove conaditionstop approval 4County tand5 Commissioners app as previously approved on February 7. Respectfully submitted. - 167- Lanall J. C"urrY Current Planner 900489 rieP.§)i..XC2717 l; FEB 1 3 1990 L • RESOLUTION weld CD iC.unq y RE: APPROVAL OF RECORDED EXEMPTION NO. 1231 - ARTHUR B. AND JEAN A. ROBBINS WHEREAS, the Board, of County Commissioners of Weld County, Colorado, pursuant to Colorado Statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners, pursuant to its authority under Section 30-28-101 (10) (d) , CRS, as amended, did determine at a public meeting held in the Chambers of the Board, that a certain parcel of land, to be divided into two parcels, as shown on the plat known as Recorded Exemption No. 1231, does not ` come within the purview of the definition of the terms, "subdivision" and "subdivided land", and • WHEREAS, the request for Recorded Exemption No. 1231 was submitted by Arthur B. and Jean A. Robbins for property which is located in part of the N} NW} , Section 24, Township 1 North, Range 67 West of the 6th P.M. , Weld County, . Colorado, being more particularly described in the plat which shall be provided by the applicant and known as Exhibit "A", said plat to be recorded, and WHEREAS, this request is to divide the property into parcels estimated to be approximately 73 acres and 1 acre. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the hereinabove described parcel of land be, and hereby -is, exempt from the definition of the terms, "subdivision" and "subdivided land" . BE IT FURTHER RESOLVED by the Board that this approval is subject to the following conditions: 1. The applicant shall submit a mylar plat to the Department o£ Planning Services to be recorded in the office of the Weld County Clerk and Recorder. The plat shall be drawn in accordance with the requirements of Section 9-2C. (4) .of the Weld County Subdivision Regulations. The plat , shall be submitted within sixty days from the date of approval by the Board of County Commissioners. The applicant shall be responsible for paying the recording fees. 2. A Weld County septic permit is required for the proposed home, and its septic system shall be installed according to ' , the Weld County Individual Sewage Disposal Regulations. - __... ._ emimmisk- . i' Page 2 RE: RE #1231 - ROBBINS 3 . An ISDS evaluation by the Weld County Health Department on all rior to issuing ithe required septic permits one the existing necessary p systems. 4. The following note shall be placed on the recorded exemption plat prior to recording the''piat: At the request of the Division of Water Resources, the following conditions and restrictions shall be complied with: a. The property has not been previously subdivided or exempted since 1972. The Division of Water Resources considers this a one-time exemption and will not make additional permits available for future splits of lots less than 35 acres; b. The well permit which will be available will be limited to use inside one single-family dwelling only. Outside use for lawn and garden irrigation is prohibited; • c. Prior to the 'issuance of building permits, the applicant should provide proof to the Division of Water Resources that : an evaporative wastewater . system ;will ,not be required. ' The Division of Water Resources will not issue the well permit if any evaporative system is required; and , d. Prospective lot purchasers should be made aware of the limitations on water use. The foregoing conditions and restrictions are contained -in the Division of Water Resources' letter dated January 18, • 1990. c 5 . Prior to recording the Recorded Exemption plat, the applicant shall submit a covenant to the Department of Plannins Services, benefitting Lot A, which will ensure the delivery to Lot A from Lot B of irrigation water from exempt Well #34106 located on Lot B or from irrigation rights delivered to Lot B. The covenant shall be recorded with the Recorded Exemption plat. . 909 • 900152 Page 3 RE: RE #1231 - ROBBINS The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 7th day of February, A.D. , 1990. ., BOARD OF COUNTY COMMISSIONERS ATTEST: WELD COUNTY, COLORADO Weld County erk and Recorder . EXCUSED DATE OF SIGNING - AYE and Clerk to the Board L ) Gene R. Brantner, Chairman rivlc.vH ,p , a nnedy, Pro-Tem eputy County CCerk isr - ie APPROVED AS TQ FORM: onstanc�Harbert EXCUSED 7ATE OF SIGNING - AYE C.W. Ki County Attorney Gord . 900152 �\;(41 14C DEPARTMENT OF PLANNING SERVICES PHONE(303)3364000.EXT.4400 97310th STREET GREELEY.COLORADO boom wiipe COLORADO February 7, 1990 Board of County Commissioners Weld County Centennial Center 915 Tenth Street Greeley, Colorado 80631 Subject: Recorded Exemption 1231 — Arthur B. and Jean A. Robbins Dear Commissioners: This request for a recorded exemption is submitted by Arthur B. and Jean A. Robbins. The parcel of land on which this request is being made is described as part of the Ni NW} of Section 24, TIN, R67W of the 6th P.N., Weld County, Colorado. The property is located south of Weld County Road 3 and east of Weld County Road 23, approximately 1.5 miles southwest of the City of Fort Lupton. The parcel under consideration is the total contiguous land holdings of the applicant:. The request is co divide the property in parcels of 73 acres and 1 acre, more or less. The Robbins' wish to provide a home site for their daughter and son-in-law, who are needed to work part time on the farm. The City of Fort Lupton has reviewed this request and has no.objections to the request. The Division of Water Resources and the Weld County Health Department has also reviewed the application materials and have recommended approval if certain conditions are complied with. The staff has concerns whether adequate wager will be available for the potential uses of this property if the Division of Water Resources' conditions of approval are mat. The Division of Water Resources' conditions are identified in its letter of January 18, 1990. The staff recommends the Board of County Commissioners consider this request and determine if the standards of Section 9-2 E. (1) (a) through (m) of the Weld County Subdivision Regulations have been mec. Rome-speecctfully submitted, 69. ea,7 Lanel/1 J. Cum Current Planner 900489 LJC:rjg CONDITIONS OF APPROVAL RE-1231 Arthur B. and Jean A. Robbins 1. The applicant shall submit a mylar plat to the Department of Planning Services to be recorded in the office of the Weld County Clerk and Recorder. The plat shall be prepared in accordance with the requirements of Section 9-2 C. (4) of the Weld County Subdivision Regulations. The plat shall be submitted with sixty (60) days from the date of approval by the Board of County Commissioners. The applicant shall be responsible for paying the recording fees. 2. A Weld County septic permit is required for the proposed home and its septic system shall be installed according to the Weld County Individual Sewage Disposal Regulations. 3. An ISDS evaluation by the Weld County Health Department on all existing septic systems will be necessary prior to issuing the required septic permits on the existing systems. 4. The following note shall be placed on the recorded exemption plat prior to recording the plat: At the request of the Division of Water Resources, the following conditions and restrictions shall be complied with: a. The property has not been previously subdivided or exempted since 1972. The Division of Water Resources considers this a one—time exemption and will not make additional permits available for future splits of lots less than 35 acres; b. The well permit which will be available will be limited to use inside one single—family dwelling only. Outside use for lawn and garden irrigation is prohibited; e. Prior co the issuance o£ building permits, the applicant should provide proof to the Division of Water Resources that an evaporative wastewater system will not be required. The Division of Water Resources will not issue the well permit if any evaporative system is required; and d. Prospective loc purchasers should be made aware of the limitations on water use. The foregoing conditions and restrictions are contained in the Division of Water Resources' letter dated January 18, 1990. 900489 May 29, 1990 Lanell Curry, Current Planner. Dept. of Planning Services Weld County Centennial Center 915 10th Street Greeley, CO 80631 . Dear Lanell: Per our phone conversation today, I am enclosing a copy of a new Well Permit issued by the Colorado Division of Water Resources, dated May 16, 1990, that allows inside and outside use of the well water, to be used by my daughter on Recorded Exemption # 1231 . I am requesting that the Recorded Exemption # 1231 be ammended as follows: Para. 4, sect.b. and d. be eliminated and that Para. 5 also be eliminated from the approved Recorded Exemption #1231 and that the enclosed Well Permit dated May 16, 1990 (Well Permit # 157087)be substituted for these eliminated Paragraphs, or sections thereof, Please let me know if there is anything else that I need to do concerning this matter, thanks Sincerely, G \-QctLify, Art Robbins 2876 W.C.R. 23 Fort Lupton, CO 80621 phone: 659-6288 (Denver Metro number) r,„7,1 MAY 3 1 1990 IWO tn. i1aitom :0toutncaw n00489 Form No. OFFICE OF THE STATE ENGINEER • Gws•2s COLORADO DIVISION OF WATER RESOURCES 010 Gn W 1310g..hnnIOg.. 1717 Sherman St, Setwer.Solon& 0020.1 (24,4 p':.� • ' 0 : • (70.1)866-0501 ".. , ` L n • Lxc • WELL PERMIT NUMBER (?!1�`7 w �• _ 1 S , _ A • DIV. 1 CNTY. PP I ANT � .'WD • & 1 DES. BASIN _� ,5 • :etS9 . APPROVED WELL LOCATION COUNTY WELD RICHARD b DIANNE 6CHARTO:I NW 1/4 NW 1/4 Section 24 271 S s.3T!'- AVE Twp _. Range 57 W _S_ P.M. BRIGHTON, CO 80601 DISTANCES FROM SECTION UNE.^Z . 180 Ft. from North Section Une PERMIT TO CONSTRUCT A WELL 00 Ft. from wPat Section one ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDiT1ONUF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief In.a civil court action. 2) Approved pursuant to CRS 37-92.602(3)(b)(II)(A) as the only well on a tract of land of 35 acres described as a portion of the NW 1/4 of Sec. 24, Twp. 1N, Rng. 67W, 6th P.M., Weld County, being more particularly described on the attached exhibit 'A% 3) The total depth of the well shall not exceed 40 feet, or the base of the South Platte River alluvium,whichever comes first. 4) The use of ground water from this well Is limited to ordinary household purposes inside one single family dwelling, fire protection,the watering of poultry, domestic animals, and livestock on farms and ranches, and the irrigation of not over one (1) acre of home gardens and lawns. 5) The retum flow from the use of the weer must be through an individual waste water disposal system of the non-evaporative type where the water Is returned to the same stream system in which the well is located. • 6) The maximum pumping rate shall not exceed 15 GPM. 7) This well shall be constructed not more than 200 feet from the location specified on this permit Note: To insure a maximum productive life of this well, perforated casing should be set through the entire producing interval of the approved zone or aquifer indicated above. • APPROVED: w .#44-' a. Jtas •. / Receipt No. 0311931~ g �� , �1/, )f'��G�/ DATE ISSUED EXPIRATION DATE MIA 6 1942 Nap 9004139 . :RECORDED EXEMPT/ON tva 14RE69 1231- 2 4 - 2 Scale: 1"' .7, 5.00' Ws woo wee .v.),/ae. N:14.t/1✓; .Su. a! .77.4c .PG7a✓. 'vim GK. .<./ ..A./..1./..." t.E7c. . y^�•P�r lc;'arc .�. c?4 T./�c/��PG71✓ WELD CO. RD. $ .• ?G4G'r a0 4:‘"*.- z tl tn .4, � ,g id � t ,k �1 0 lq 8 ry v• t LOT B ,1s'' ?L$ V � � (72.61 Acres) S� �,1 0 e.,.�..) y/ eeratb �'..G. .a N% / Gm, I l"V��•rc�r.Lt! • \ •£ , 77.,A. et.7.1"./ /� in. g 107'•7 N !It . WzD co� w . R Ci c�.,�'!G �_• o ' . 71/4\� - --a 1 1O : � � .lira 'v 8 LOT A & $ - - IQ 7 N (1.00 Acres) t$ T‘') N -coif-"- �- 6• `I `C/n n.1"..v.Q9, \ tv ' 'lB�n N. .�� yci I I -- - -� 3 , no.-0 9D' /r.C.C es• I 10 4c4 BTAIL g_ LOT A saws: 1 - 100 • Y1 �� ' Scale: r at 2000• LOt A - 1.00 ACRES OWNERS ________LOT B ••� 7261 ACRES ARTHUR B ROBB.2NS and PREPARED BY: TOTAL -, 7361 ACRES JEAN A. ROBBINS A�'� ASSOC INC 15 N0. 12th AM 2876 W.C.R. 23 P.O. BOX 795 FORT LUPTON, COLO. 80621 BRZGHTOK CO. 80601 •- asvores N0. 4 ROAR 6 CAP - 303-659-8546 SET - LS N0. 23027 ��/ Fla 2696 6)489 (SHEET 2 OF 2) RESOLUTION RE: REGULATING, WARNING AND GUIDING TRAFFIC DURING THE TEMPORARY CLOSURE OF EAST 24TH STREET BETWEEN 1ST AVENUE AND CHERRY AVENUE FOR APPROXIMATELY ONE WEEK FOR SEWER LINE IMPROVEMENTS PROJECT WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the weld County Home Rule Charter, is vested with the authority o£ administering the affairs of Wald County, Colorado, and WHEREAS, pursuant to Section 42-4-410 (6) (a) , CRS: " . . .local authorities, with their respective jurisdiction, may for the purpose of road construction and maintenance, temporarily close to through traffic or to all vehicular traffic any highway or portion thereof for a period not to exceed a specified number of work days for project completion and shall, in conjunction with any such road closure establish appropriate detours or provide for an alternative touting of the traffic affected. . .", and WHEREAS, the Board, pursuant to said statute and upon the basis of traffic and personal investigations, has determined that conditions exist which make it necessary to temporarily close to through traffic and to regulate, warn and guide vehicular traffic on said County roads by posting signs thereon. NOW, THEREFORE, BE IT RESOLVED that the Board o£ County Commissioners of Weld County, Colorado, deems it necessary to regulate, warn and guide vehicular traffic on County roads and any intersections thereof, and it hereby authorizes and orders the posting of such traffic control devices as shall be reasonably necessary to regulate, warn and/or guide traffic thereon for the safety of the general public and that said traffic control devices shall conform to the Federal Manual on Uniform Traffic Control Devices. BE IT FURTHER RESOLVED that the Board of County Commissioners of Weld County, Colorado, does declare and establish that East 24th Street between 1st Avenue and Cherry Avenue be temporarily closed, with said closure being effective May 30, 1990, for approximately one week, and further, that standard official traffic control devices shall be erected at said closure giving notice of the restrictions. E6200279 en Tiff- 50-.A WIJ 900485 Page 2 RE: TEMPORARY CLOSURE - EAST 24TH STREET The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 6th day of June, A.D. , 1990, nunc pro tunc May 30, 1990. BOARD OF COUNTY COMMISSIONERS ATTEST: 71aag �E WE COUNTY, COLORADO Weld County erk and Recorder /[N and Clerk to the Board 'Gene R. B nt/neerr, Chairman ,{� 1 Kennedy, ro-Tem D puty County Jerk APPROVED AS TO FORM: onstance arbert a �C.W. Kirby �. County Attorney EXCUSED Gordon E. Lacy 900485 r . t r -:.,40 I�S9' RFELE, r. Y •r�5cU 1 N , tt LCaj nn • c // n,. te : 'r . rat 7 .�:� '. .; 'Y r c� � - M� I r . C... .-...-.t — _.. _.. _... .'t • •, , �� • k?j ��D A j'!Fi • - _. ....... -- Wes, - ,! ,'�4'LY St AIM _-:� ;• , yj i:f • AVE UNSINI . .. . _._-•. - _ . w .w.� L. _ f _•. ,h y " '-7 • 1`, yM-y- 184 - .�' •s °t:. • r„• .:/• 2i• OS • ,: Avea. G 14th Sr AYE; 1� • 60,••• .. • • y. RAE • -' :cr. [1:\ 63000 aj' .... • < <-1 • `•i. r �74 5'( ..... ;" c:s 4 1; . .•,• ;. ;Vt • IS . it P P iCADES k 7„ •.:., . > . IT T v i• u ,1.. ail. . .. .. 6., ;,. • �• , • tt.t.: If,:,, I ;:_,0 900485 21 r••';le, t• .� 1 f itC(1(Z mEMORRn®um Clerk to the Board Jura 1, 1990 To Dots M �1�� George Goodell, Director of Road and Bridge COLORADO From Road Closure Subject: The following road was closed May 30, 1990 for a sewer line improvements project. It will be closed approximately one week. Please place this on the Board's next agenda: E. 24th St. between 1st Ave & Cherry Ave GG/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office 1st Ave, E. 24th St, Cherry Ave 904485 RESOLUTION RE: APPROVE FINDINGS CONCERNING AMENDED SPECIAL USE PERMIT #232 ISSUED TO JACK W. ZIMBELMAN WHEREAS, the Board of County Commissioners o£ Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on June 4, 1990, a Show Cause Hearing was conducted to consider revocation of Amended Special Use Permit #232, issued to Jack W. Zimbelman, and WHEREAS, Phillips rroperty described eum as Part any is the operator the of said aof facility, locatedowns on property Y Section 23, Township 2 North, Range 63 West of the 6th P.M. , Weld County, Colorado, and WHEREAS, Bob Hardt, of Phillips Petroleum Company, was present to represent the owner and the operator, and WHEREAS, the Board heard all of the testimony dodfered concerning this matter and, having been fully that the burden of proof has been met as to violations of Development Standard #22, regarding the removal of all facilities and structures to 30" below grade, and WHEREAS, pursuant to said Findings, the Board deems it advisable that Amended Speffective on September ial Use Permit f232 be revoked,5, 1990 , if tith he said revocation becoming this date, and applicant and operator are not in compliance by WHEREAS, the Board further eemsb it e allowed toe that certain buildings, as requested by purposes only. on the property for agricultural NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Board does hereby Find that Jack W. Zimbelman, holder of Amended Special Use Permit #232, and Phillips Petroleum Company, operator of said facility, are in violation of Development Standard #22. BE IT FURTHER RESOLVED by the Board that Jack W. Zimbelman • and Phillips Petroleum Company be, and hereby are, granted until September 5, 1990, to come into compliance with said Development Standard, and if not in compliance by such date, Amended Special Use Permit #232 shall be revoked. /�»qt,_� '� 900491 ?'2.x`/75" C� cf M \ - r Page 2 RE: SHOW CAUSE HEARING - ZIMBELMAN BE IT FURTHER RESOLVED by the Board that those buildings requested by the owner be allowed to remain on the property for agricultural purposes only. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 4th day of June, A.D. , 1990. - BOA �� •F COUNTY COMMISSIONERS ATTEST: WE D %OUNTY, LORA Weld County erk and Recorder � fel • and Clerk to the Boar ne . Brantne/r,, airman I:1)f "4 Pia O77- 24.e � ��.,f.aJ e KBnneiiy" , Pro-Tem Deputy County C erk a4 APPROVED AS TO FORM: Constance ncce L.Herb rt / i * C. Kirby A4 L —.- /kF .County Attorney EXCUSED DATE OF SIGNING - AYE Gordon E. Lacy 900491 NOTICE Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning Ordinance, a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado, Weld County Centennial Center, 915 10th Street, First Floor, Greeley, Colorado, at the time specified. All persons in any manner interested in the matter are requested to attend and may be heard. Should any interested party desire the presence of a court reporter to make a record of the proceedings, in addition to the taped record which will be kept during the hearing, the Clerk to the Board's Office shall be advised in writing of such action at least five days prior to the hearing. The cost of engaging a court reporter shall be borne by the requesting party. BE IT ALSO KNOWN that the text and maps may be examined in the office of the Clerk to the Board of County Commissioners, located in the Weld County Centennial Center, 915 10th Street, Third Floor, Greeley, Colorado. DOCKET NO. 89-65 OWNER: Jack W. Zimbelman 34014 State Highway 52 Keenesburg, Colorado 80643 OPERATOR: Phillips Petroleum 8055 E. Tufts Avenue Parkway Denver, Colorado 80237-2898 DATE: June 4, 1990 TIME: 9:00 A.M. REQUEST: Hearing to SHOW CAUSE for revocation of Amended Special Use Permit #232 LEGAL DESCRIPTION: Part of the NW} of Section 23, Township 2 North, Range 63 West of the 6th P.M., Weld County, Colorado ISSUES: 1. Whether or not the facility is in violation of Development Standard #22 regarding the removal of all facilities and structures to 30' below grade. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: Mary Reiff, Deputy DATED: October 25, 1989 PUBLISHED: May 24, 1990, in The New News 9f34i STATE OF COLORADO ) ) ss . COUNTY OF WELD ) 41- ti \f) , `lam " neing du .y sworn, says tha he/she is publisher of the New :Ye 5�ws, a weekly s. - �` G'' • newspaper published in Keenesburg ), y �� .ii; in said County and State; that said . newspaper has a general circulation �,; + " in said County and has been contin- ublished wn ously and uninterruptedly p ; ' therin during a period of at least 74A } .+_ fifty-two consecutive weeks priori + to the first publication of the �' r., annexed notice; that said newspaper wee is a newspaper within the meaning `'$fie. of the act of the General Assembly ? �' r r . of the State of Colorado, entitled "An Act to regulate the printing u' .. of legal notices and advertisements , " te.�p,, �, ,, : and amendments thereto that the asset notice of which the annexed is a a printed copy taken from said news- rw.`' y^ paper, was published in said news- paper, and in the regular and entire ,i' issue of every number thereof , `,4ary d �r s once a week for t successive week(s) ; that said notice was so ` published in said newspaper proper Gv r■rwd and not in any supplement thereof, Cx h 'r " Stare to a and that the first publication of R1D said notice as aforsaid , was on sY.w MARrir{ .�i�' 4� M r„. • r ' the !),14 day of _ff) A� c e l t a 19 1 () , and the last of the fli o ::aW da o IN 9 '0 f' r Subscribed and swor t before me this ; . ...,Y a`_ day of 19 9v . , kCov•-,,. ",<&tc./.. MY ComA lion expires,°Mimi,15,1992 900491. • 411 I SHOW CAUSE DATE: June 4, 1990 CASE NUMBER: ZCH-51 NAME/OPERATOR: Phillips Petroleum PROPERTY OWNER: Jack W. 2imbelman ADDRESS: 8055 E. Tufts Avenue Parkway ADDRESS: 34014 State Highway 52 Denver, CO 802347-2898 &Hinesburg, CO 80643 LEGAL DESCRIPTION: Part of the NWt of Section 23, T2N, R63W of the 6th P.M., Weld County, Colorado It is the opinion of the Department of Planning Services' staff. that the following standards as approved for Case Number Amended SUP-232 are not in compliance. Development Standard 922 "Upon completion of operations of the facility, all facilities and structures shall be removed to 30" below grade, in accordance with paragraph 3 of the Landovner's Lease dated January 5, 1975." Mr. Jack Zimbelman, property owner. has requested that the compressor building. control building. and warehouse building, as shown on the recorded plat. be allowed to remain on the property to be used for agricultural purposes. If the buildings ars used only for agricultural purposes, the Department of Planning Services' staff has no objections to this proposal. Mr. Bob Hardt, representative of Phillips Petroleum Company, has requested that the company be allowed to remove the other facilities to 20 inches below grade instead of 30 inches below grade as approved. The Board of County Commissioners needs to decide if the removal of the facilities to 20 inches below grade is acceptable. The Board of County Commissioners will also need to decide if a further continuance will be allowed for Phillips Petroleum to complete the removal of the facility. 900491 INSPECTION REPORT NAME: Jack Zlmbelman/Phillips Petroleum LEGAL DESCRIPTION OF PROPERTY: Part of the NW} of Section 2"s. T2N, R63W of the 6th P.M., Weld County, Colorado DATE: May 30. 1990 CASE NUMBER: ZCH-5i • I inspected the site and spoke with Karen Holloway, Site Manager and Site Safety Coordinator. Work was taking place on the site. Active transmission lines, storage, separation, etc. will remain on the site. The evaporation pond has not been removed. Work is still progressing toward removal o£ nonactive lines, storage tanks. conduits, etc. to 30" below grade. Seven photographs were taken. Ms. Holloway stated that as far as she knows, all items will be removed to 30" below grade, instead of the 20" as discussed with Bob Hardt of Phillips Petroleum. Sine:0y -64-AAV-- Current Planner I 960491 CERTIFICATE OF MAILING I hereby certify that I have placed a true and correct copy of the surrounding property owners and owners and lessees of minerals in accordance with the notification requirements of Weld County in Case Number 2CE-51 for Jack W. 2imbelman in the United Stated Mail, postage prepaid First Class Mail by postal card as addressed on the attached list. This 24th day of May, 1990. 72,17al. 900491 SURROUNDING PROPERTY OWNERS ZCH-51 JACK W. ZIIHEELMAN Anne Laurie Charlton. Trustee First National Bank of Greeley, Trustee. et al. P.O. Box 1058 Greeley, CO 80631 Jack W. Zinbelman 34014 State Highway 52 Keansburg. CO 80643 90®491. DEPARTMENT OF PLANNING SERVICES PHONE(303)3564000.EXT.uop 91510th STREET 111 aREEILv,GOLORA00 8as31 ik COLORADO May 23, 1990 TO: SURROUNDING PROPERTY OWNERS Subject: ZCH-51 NAME: Jack W. Zimbelman FOR: A Natural Gas Liquid Extraction Plant LEGAL DESCRIPTION: Part of the NW} of Section 23, T2N, R63W of the 6th P.M., Weld County, Colorado LOCATION: East of Weld County Road 69, approximately one 1 mile north o£ Weld County Road 18. A Show Cause Public Hearing is scheduled before the Wald County Board of County Commissioners on Wednesday, June 4, 1990, at 9:00 a.m, in the County Commissioners' Hearing Room, First Floor, Weld County Centennial Center, 915, 10th Street, Greeley, Colorado. The purpose of this public hearing will be to review case number Amended SUP-232 for compliance with the Development Standards as approved by the Board of County Commissioners on January 14. 1976, to determine if a hearing on revocation of Amended SUP-232 is appropriate. You are receiving this notification because your property is within 500 feet of the property being reviewed. All persons in any manner interested are requested to attend and may give testimony pertaining to ZCH-51 and the uses occurring on the approved site. For additional information write or telephone, Lanell J. Curry, current Planner, WELD COUNTY DEPARTMENT OF PLANNING SERVICES 915 10th Street - Room 342 Greeley. Colorado 80631 90049]. • • RESOLUTION RE: ACTION OF BOARD AT PROBABLE CAUSE HEARING CONCERNING AMENDED SPECIAL USE PERMIT #232 - PHILLIPS PETROLEUM COMPANY AND JACK W. ZIMBELMAN WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the .authority of administering the affairs of Weld County, Colorado, and WHEREAS, on June 21, 1989, a Probable Cause Hearing was held before the Board to consider -.a Show Cause .Hearing to determine whether or not Phillips Petroleum Company. and Jack W. Zimbelman were in compliance with Development Standard No. 22 of Amended Special Use Permit #232, and WHEREAS, the alleged violations were said to be occurring on property described as part of the NW} of Section 23, Township 2 North, Range 63 west of the 6th P.M. , Weld County, Colorado, and WHEREAS, said matter was continued to October 25, 1989, and WHEREAS, Nancy E. Vanburgel, of Phillips Petroleum Company, was present at the hearing of October 25, 1989, and WHEREAS, the Board, after hearing testimony from the Department of Planning Services and the representative of Phillips Petroleum Company,_ finds, that pursuant to the Standard in the Administrative Manual there is sufficient probable cause to schedule a Show Cause Hearing to consider whether or not Amended Special Use Permit #232, owned by Jack W.-Zimbelman and operated by Phillips Petroleum Company, should be revoked for failure to comply with a certain Development Standard, and WHEREAS, the Board shall hear evidence and testimony from all interested parties at said Show Cause Hearing. NOW, THEREFORE, BE ST RESOLVED by the Board of County Commissioners of Weld County, Colorado, that a Show Cause Hearing be scheduled to determine whether or not Amended Special Use Permit #232, owned by Jack W. Zimbelman and operated by Phillips Petroleum Company, should be revoked. 900491 r. r i : . .<.. -:1i. 891138 ,. . Page 2 RE: SET SHOW CAUSE HEARING - PHILLIPS PETROLEUM/ZIMBELMAN RE IT FURTHER RESOLVED by the Board that the issue to be considered .by the Board at said Show Cause Hearing is as follows: 1. Whether or not the facility is in violation of Development Standard #22 regarding the removal of all facilities and structures to 30" below grade. BE IT FURTHER RESOLVED by the Board that the date for the Show Cause Hearing shall be June 4, 1990, at or about 9:00 a.m, and the hearing shall be held in the First Floor Hearing Room of the Weld County Centennial Center, 915 10th Street, Greeley, Colorado. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 25th day of October, A.D. , 1989. `� � .��LL � BOARD OF COUNTY COMMISSIONERS ATTEST: I�e �.;.) WELD COUNTY, COLORADO \-229Weld County erk and Recorder EXCUSED and C� l/erk kto the Board C. . cirby, Chairman / x.714.4_i. A.4,(..14,1 Gene . Bra t er, Pro-Tem Deputy County erk 4 C/^/d?" lea ��/ 4.,.. APPROVED AS TO FORM: Constance. Harl5ert C___________‘.>c7Solaso G®orge Kennedy County Attorney G`ordb'n'�'"Lai ,...•ti r: 891138 r • CONTINUANCE OF PROBABLE CAUSE DATE: October 25. 1989 CASE OZCH-51 • NAME/OPERATOR: Phillips Petroleum PROPERTY OWNER: Jack W. Zimbelman ADDRESS: 8055 E. Tufts Avenue Parkway ADDRESS: 34014 State Highway 52 Denver. CO 80237-2898 &eenesburg. CO 80643 LEGAL DESCRIPTION: Part of the NW} of Section 23, T2N. R63W of the 6th P.M.. Weld County. Colorado It is the opinion of th` Department of Planning Services' staff, that the following standards as approved for Amended SUP-232 are not in compliance. Development Standard 022 "Upon completion of operations of the facility. all facilities and structures shall be removed to 30" below grade, in accordance with paragraph 3 of the Landowner's Lease dated January 5. 1975." Inspection of the property on October 20, 1989, shoved the structures are still on the property, vhich is approximately 8.79 acres in size. Attached le a letter from Bob Hardt. Phillips Petroleum Company. requesting additional time to remove the structures on the property. He estimates the site cleanup will be completed by June 1, 1990. n. li, 91)1 r1)\Illigleatillineassisisamisissaimanasi 900491 a91t3a CASE SUMMARY ZCH-51 Jack W. Zimbelman 1/14/76 - Amended SUP-232 approved by Board of County Commissioners. 1/16/76 - SUP plat recorded 4/24/89 - Property inspected. Site has been abandoned. Structures are still on the property. 4/27/89 - Zoning compliance letter mailed to property owner. 5/11/89 - Received a phone call from Jack W. Zimbelman. property owner. He said he vould get us an address for Phillips Petroleum and an explanation of how the property is being used. 6/13/89 - Wo response has been received from Kr. Zimbelman. Probable cause letter mailed to Kr. Zimbelman. 6/14/89 - Probable cause notification mailed to surrounding property owners. 6/21/89 - Board of County Commissioners continued probable cause hearing to October 25. 1989. at 9:00 a.m. 10/6/89 - Property inspected. Structures not removed. 10/10/89 - Received call from Bab Hardt. Phillips Petroleum. Asked for letter. 10/16/89 - Received letter from Jack Zimbelman asking for certain structures to be left on the property to be used for agricultural purposes. Asked for plot plan shoving exactly which buildings are being discussed. 10/19/89 - Received letter from Bob Hardt. Phillips Petroleum. asking for more time. 10/20/89 - Inspects@ site. 900491 891138 a:. r. • • °"'Wrs PHILLIPS PETROLEUM COMPANY ocNvER.=RAO0 80237.2098 8015 EAST TUFTS AVENUE PARKWAY TELEPHONE:303 850-7000 PROPERTY TAXES,REAL ESTATE ANO CLAMS October 18, 1989 Re: ZCH-51 Weld County Plant Weld County, Colorado Weld County Department of Planning Services Hs, lanell J. Curry Current Planner 915 10th Street Creeley, CO 80631 Doar Ms, Curry: In accordance with our discussion yesterday. I have outlined below the proposed cleanup schedule for the captioned *ice. The silo rehabilitation process has not progressed as rapidly as I had initially hoped duo to unforeseen delays in our receipt of environmental cast results and bid packets for cleanup. Our proposed schedule is as follows: 1. Removal of miscellaneous concrete, footings and foundations prior co November 30, 1989. 2. Receipt and acceptance of bid packets for abatement work on vessels, piping and process equipment by November 30, 1989. Abatement work co be completed by January 15, 1990. 3. Salvage or sale of surplus equipment completed by March 1, 1990. 4. Final environmental and site cleanup completed by June 1, 1990. Ocher than inclement weather, we do not anticipate any further delays or problems with tho site rehabilitation and will make a good faith effort to expedite our proposed schedule. Very truly yours, ardt )r RiH:sm gt 0CT 1 9 1989 :1 Item ra. *..,,. , ittints-:ta. 960491 891138 October 13, 1989 Re: Amended SUP-232 Weld County Plant NW/4 Sec. 23, T2N-R63W Wald County, Colorado Weld County Department of Planning Services Ms. Lanell J. Curry Currant Planner 915 10th Street Greeley, CO 80631 Dear Ms. Curry: This letter Ss to advise that I have formally requested Phillips Petroleum Company to convey to mo ownership of the compressor, office and garage buildings located on the captioned property. Inasmuch as tho buildings aro in excellent condition, I have decided to use the buildings in my farming operation. If, for any reason, I decide to use cho buildings for a purpose other than agricultural , I will contact Wald County and obtain tho necessary permits and approvals required for said use. It is my understanding that Phillips will commence tho initial stage of its site clean up within the next 30-45 days. If you have any questions comments regarding this matter, please contact me at 732.4671. Very truly yours t)Cylagibt t)._�°�+lu `~Jack Zimbeiman cc: Phillips Petroleum Company yc5r7.tir7~ 1 .ii f 1;r I 4 �� suu49 : 891138 MW • INTERNAL CASE telORANDUM T0: File FROM: Lanall J. Curry NAME: Jack Zimbelman LEGAL DESCRIPTION OF PROPERTY: Part of the NW} of Section 23, T2N, R63W of the 6th P.M. . Weld County. Colorado DATE: October 10. 1989 CASE NUMBER: ZCH-51 Mr. Bob Hardt, Phillips Petroleum. called. He said the environmental assessment has been completed and the elean-up procedure has gone to bid. Another company is using certain parts of the property for gas processing. I asked for a letter documenting exactly what is still being used on the property. Mr. Hardt said the Zimbelmans wanted certain structures left on the property for their own use. I asked for a letter detailing which structures they want to keep and the proposed uses of the structures. 900491 891138 • INSPECTION REPORT • NAME: Jack Zimbleman LEGAL DESCRIPTION OF PROPERTY: Part of the W of the 6th PM. , Weld County,Section 23, TColorado DATE: October 6, 1989 CASE NUMBER: ZCH-S1 Inspection showed the buildings and structures have not been removed. en 4.1 Pell J. Cu{ry Current Planter 9Co4E91 891138 (-- • • • RESOLUTION • RE: APPROVE CONTINUANCE OF HEARING TO CONSIDER PROBABLE CAUSE - • JACK W. ZIMBELM.AN/PHILLIPS PETROLEUM COMPANY WHEREAS, the Board of County Commissioners of Weld County, • Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WREPEAS, at its .regular Board meeting on the 21st day of June, 1989, the Board held a Probable Cause Hearing concerning Amended Special Use Permit 0232, issued to John and Flora Zimbleman, and WHEREAS, ownership of said property has been transferred to Jack W. Zimbelman, with Phillips Petroleum Company being the operator, and WHEREAS, Jack W. Zimbelman and Bob Hart, representing Phillips Petroleum Company, were present at said hearing, and WHEREAS, a continuance of this hearing was requested by Mr. Hart to allow the company to complete restoration of this property, and WHEREAS, the Board deemed it appropriate to continue said hearing to October 25, 1989, at 9:00 a.m. NOW, THEREFORF, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Probable Cause • Fearing concerning Amended Special Use Permit "232 , owned by Jack W. Zimbelman and operated by Phillips Petroleum Company be, and hereby is, continued to October 25, 1989, at 9:00 a.m. • C— fhe u � • '.i1e8 = A41 y 4 �'y.YY 111,IIIIImmimmk - Page 2 RE: CONTINUE PROBABLE CAUSE HEARING, - ZIMBELN,AN • The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 21st day of .Tune, A.D. , 1989. ��.. • • ATTEST.: I42a/�Gn.! HOARD OF COUNTY COMMISSIONERSWELD COUNTY, COLORADO Weld County lerk and Recorder X and Clerk to the Hoard / C.w, xarb �, Ch rman \-Et • di aC� o 'J so o-Tem eputy County er .. yr APPF. ED A TO FORM: ene R. Rrantner ‹:----- - °C ;11-aen• •oorge enn. y i' . ounty Attorney . c • 900491 �r M 890529 • • • Case Summary 2CH-51 Jack W. Zimbelman 1/14/76 - Amended SUP-232 approved by Board of County Commissioners. 1/16/76 - SUP plat recorded. 4/24/89 - Property inspected. Site has been abandoned. Structures are still on the property. 4/27/89 - Zoning compliance letter mailed to property owner. 5/11/89 - Received a phone call from Jack W. Zimbelman, property owner. He said he would get us an address for Phillips Petroleum and an explanation of how the property is being used. 6/13/89 - No response has been received from Mr. Zimbelman. Probable cause letter mailed Co Mr. Zimbelman. 6/14/89 - Probably cause notification mailed to surrounding property owners. 960491 891138 • • PROBABLE CAUSE Qp� • �e 2� DATE: June 21, 1989 CASE NUMBER: 7.CH-51 USR/SUP NUMBER: Amended SUP-232 OPERATOR PROPERTY OWNER Phillips Petroleum Company Jack W. 'Limbelman 8055 E. Tufts Ave. Parkway 34014 State Highway 52 Denver, CO 80237-2898 Reenesburg, CO 80643 LEGAL DESCRIPTION: Part of the NW} of Section 23. T2N, R63W of the 6th P.M. , Weld County, Colorado LOCATION: East of Weld County Road 69; approximately 1 mile north of Weld County Road 18. It is the opinion of the Department of Planning Services' staff that the following Standards, as approved for Amended SUP-232 aro not in compliance: Development Standard 022 "Upon completion of operations of the facility, all facilitios and structures shall be removed to 30" below grade. in accordance with paragraph 3 of the Landowner's Lease dated January 5, 1975." Inspection of the property on April 24, 1989, showed the site has been abandoned. Structures aro still on the property, which is approximately 8.79 acres in size. Etct : upon the above information, the Department of Planning Services' staff recommends that the Board of County Commissioners schedule a "Show Cause" public hearing on July 26, 1989, to consider revocation of Amended SUP-232. 9Q®491 891138 890529 Lt.) , y�� 23'1.° fiCd• — 1/2.4 • RESOLUTION • • WHEREAS, a public hearing was held on January 12, 1976,• • •in the cahmbers of the Board of County Commissioners, weld County, Colorado, for the purpose of hearing the petition of John & Flora • Zimbelman, c/o J. Meeks Shannon, Industrial Gas Services, Denver, Colorado, requesting approval o£ a site for the construction of a natural gas liquid extraction facility expansion on the following described property, to-wit: , • The• NWh of Section 23, Township 2 North, Range 63 West, • • of the 6th Principal Meridian, Weld County, Colorado, • • and being more particularly described as follows: Commencing at the Nis corner of said Section 23 and con- • sidering the North line of said Section 23 to bear N 90°00' 00" w with all bearings being realtive thereto; • • • Thence N90°00' 00" W along said North line 494.27 feet; Thence S00°09'53" E 8.00 feet to the true point of be- . • ginning; Thence continuing S 00°09'53" E 400.00 feet; Thence N90°00'00" W 600.00 feet; Thence N 00°09'53" W 400.00 feet; Thence S 90°00'00" E 600.00 feet to' the true point of beginning. . Said tract of land contains 5.51 acres. • and, • A tract of land out of the Northwest Quarter of Section • 23, Township 2 North, Range 63 West of the 6th Principal . Meridian, Weld County, Colorado, being more particularly ' • described as follows: Beginning at the North Quarter corner of Section 23, • Township 2 North, Range 63 west of the 6th Principal Mer- idian, Weld County, Colorado; • Thence West along the North line of Section 23 a distance of 1094.27 feet; Thence S 0°09' 53" E 8.0 feet to the North— west corner of a survey made for Phillips Petroleum Com- pany by Earnest E. Knight, Colorado Registered Land Sur veyor, of a 5.51 acres parcel out of the Northwest Quarter of said Section 23 and being the True Point of Beginning • of the herein described tract of land; Thence West, para-• llel with and 8 feet Southerly from the North line of Sec- . ! tion 23 a distance of 500.00 feet; Thence S 35°35' E f 491. 84 feet; Thence East 215.0 feet to the Southwest cor- . ner of the said 5.51 acres parcel; Thence N 0°09 '53" w along the west line o£ the said 5.51 acres parcel 400.00 ' feet to the True Point of Beginning of the herein de- scribed tract of land containing 3.28 acres, more or less, and, WHEREAS, the petitioner was not present, being represented by Mr. J. Meeks Shannon, Denver, Colorado, and WHEREAS, there was no opposition to the request of peti- tioner for the location of said natural gas liquid extraction facility expansion, and • WHEREAS, the said requested natural gas liquid extraction facility expansion is located in an Agricultural Zone as set forth • by the Weld County Zoning Resolution, and 900491 881138 , . �: WHEREAS, according to Section 3.3(E) of the Zoning Resolution of Weld County, said location for said natural gas • liquid extraction facility expansion may be authorized upon the approval of the Board of County C•ommissioners. of weld • County, and • WHEREAS, the Board o£ County Commissioners heard all the testimony and statements of, those present; has studied the request of the petitioner and studied the recommendations of the weld County Planning Commission, and having been fully ' informed; NOW, THEREFORE, BE IT RESOLVED, by the Board of County • . Commissioners, that the application of Industrial Gas Services, Denver, Colorado, to locate a natural gas liquid extraction ' expansion plat on the premises indicated above be, and it here- by is granted under the conditions following: 1. That any water and sanitation facilities to be in- stalled shall be approved by the State Health Department. . • 2. That petitioner shall proceed with due diligence to effect said construction of a natural gas liquid extraction • • facility expansion and that it shall have up to one year .from date hereof to begin the construction of such facilities; other- wise, the Board may, for good cause shown, on its own motion, revoke the permit herein granted. . 3. That such natural gas liquid extraction plant fsc- • ility expansion shall be limited to the items as shown on plans , as submitted and attached hereto and made a part hereof by re- ference. 4. That all applicable subdivision regulations and zon- • • ing regulations shall be followed and complied with in accord- ance with the Zoning Resolutions of Weld County, Colorado. • . Dated this 14th day of January, A.D. , 1976. • 'THE BOARD OF COUNTY COMMISSIONERS WEL:OUNTY, COLORADO. . ,gal •••-• /111/1717/Zie reil., • • . . , _ _1 , 7- .1/ ci / / ,/ . � +��''• • /;) ety ,: ... • ..' • te:52 . ATTEST: -re �Z-Le�-1�, /i., •:.1 ... 4 �• it/ 777,1,4/7 COUNTY CLERK AND RECORDER g AND CLERK TO THE BOARD BY: P. , . �4 . ••.• 0.1/ ,Deputy County-Clerk . —, ` APPZ.0 D A3 /TO FORM.�- ySpecial Legal Counsel o 900491 • 891138 ' • INSPECTION REPORT NAME: Jack W. 2imbelman LEGAL DESCRIPTION OF PROPERTY: Part of the NW} of Section 23, T2N, R63W of the 6th P.M. , Weld County, Colorado DATE: April 24, 1989 CASE. NUMBER: Amended SUP-232 Inspection of the property showed the Special Use permit has been abandoned and is no longer in operation. Development Standard C22 states, "Upon completion of operation of this facility. all facilities and structures shall be removed to 30 inches below grade, in accordance with paragraph 3 of landowners leases dated January 25, 1975." This site is in violation of this development standard. Structures and equipment are still located on the property. Five photographs were taken. i' •\,;S...111 1.. , 5 ', !Lanell J. ,Curry ' Current Planner 900491 891138 a. 411 I _L �ri 7.��... 1 t CC t • `)t�+' t Fes'•.,� i .�. +y� r "C'+�CT�. ` �I,T:SI; .�ctr '+.f:" .. it y ! . 1 r , . L. , .•. ,� * j .40;. y{{{( r 1,..4 :-. 76. . it 14 iii 4 i. , , . /y 41 el f� t ,t `�ti.',. ti ,• , M ti ! ., } S r •i... _ tL / . ,A.. 'WG`i, ., w• ''� it •'� • s'h' r Z. '� . TR/.• �i. 1� .7-•z • K4n,/ .s:S �} y CS• I fyS�IC•'• t Cr4 ►} -• i �llD e�„?• "•F a �g ir-i� eg.w.`.r „�csif L u �. • ti i Vf�t tom'+ -It�., ,lex.zi.." % S }e. .�. ",f'•,4,5,- ;no 1 � `yam c;' � `+ � - "•• +� i. 1 itkit.e • 891138 ( • • • • ® zJ r • c. J .shy ,.0- .,,,,.,,n y'i1S v + ,s i �7 y r, -eiel,l i i �� j 't,}��r�P�(�il�.'•117�'. rh �S74 '', c .... Y 0 900491 891138 Q1=FTAliI -N I VI- e'L.PaNNtrvv acnr,vw r \\ \ PHONE(303)356x ass E%T. C0 X gt • 915 10th STREET eF �^, CREELEY.COLORn00 80631 teln + - J4 a C� COLORADO April 27, 1989 Mr. Jack W. Zimbelman 34014 State Highway 52 Keenesburs, CO 80643 Subject: ZCY.-S1 Dear 1:r. Zimbelman: An or.-site inspection of your property was conducted on April 24, 1989, to determine if the Conditions of Approval and the Development Standards placed on your property at the time Amended SL:-232 was approved by the Board of County Commissiorers are in compliance. The inspection revealed violations of Development Standard 022. A copy of these items from the approved resolution are enclosed. The Use by Special Review area trust be brought into compliance with the Conditions of Approval and the Development Standards within 30 days from the data of this letter. Noncompliance will result In cur office a heduifneha Probable Cause Hearing before the Board of County Loard determines there is sufficient probable cause to warrant further senior., a Show Cause Nearing will to scheduled to consider revocation of the Use by Special Review permit. If you have iniormaticn that may cicar up this matter, please call or write. Sincerely, d. Lanell J. Curry Current Planner LJC:rjg enclosures • 90491 891138 o ra.ea-6 /4v7-6V' M -� ® ® ' INTERNAL CASE MEMORANDUM T0: File FROM: Lanell J. Curry. Current Planner NAME: Jack W. Zimbelman LEGAL DESCRIPTION OF PROPERTY: Part of the NW} of i T the 6th P.M., WeldCounty, of Colorado DATE: May 11, 1989 CASE NUMBER: ZCH-51 6 Amended SUP-232 Mr. Jack Zimbelman called and said Phillips Petroleum still had a lease on the property. He said 116 would provide us with an address for them. June 12. 1989 - Called Mr. Zimbelman. Informed him probable cause hearing would be scheduled. 6e said he had not had time to concoct Phillips Petroleum. 900491 5911323 UtF'A® PLANNING SERVICES AC at OMONE(303)756+000 EXT.4400 91510tn STREET 11.01 1114 GREELEY.COLORADO 808.11 Y ' ; b:r}1 COLORADO June 13, 1989 Mr. Jack W. Zimbelman 34014 State Highway 52 Keenesburg, CO 80643 Subject: ZCF-51 Dear Kr. Zimbelman: Notice is hereby given that on Wednesday. June 21 , 1989 at 9:00 a.m. , or as soun thereafter as the agenda of the Board of County Commissioners permits, the Board of County Commissioners of Weld County will hold a Probable Cause public hearing pursuant to Section 81 of the Weld County Zoning Ordinance. This meeting will take place in the Ccmmissioners' Hearing Room, Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado. The purpose of this public hearing will be to review case number Amended SUP-232 for compliance with the Development Standards as approved by the Board of County Commissioners on January 14, 1976, to determine if probable cause exists tc hold a hearing on revocation o£ Amended SUP-232. Inspection by representatives of this office have identified that you are not in compliance with Development Standard 22. If it is determined at the public hearing that there is probable cause that you are nut in compliance with Development Standard 22, the Board of County Commissioners will schedule a Show Cause public hearing to consider revocation of the Special Review permit. 90®491 891138 • • Jack W. Zimbelman ZCH-51 Page. 2 If you hovel any questions regarding this matter, please telephone. Respectfully, O5a..e-ted � Lanell J. Curry - Current Planner LJC:dn pc Phillips Petroleum Company 80555 East .Tufts Avenue Parkway Denver, CO 80217-2848 • 900491 891138 , DEPAIR" .-,T OF PLANNING SERVICES tc. , y. iii..--1/4 _ � � PHONE fJ0])356+000 EXT.aa00 1 915 10tn STREET GAEELEY.COLORnDO80&1i S yv kil COLORADO June 14, 1989 T0: SURROUNDING PROPERTY OWNERS Subject: ECM — 51 NAME: Jack W. 2lmbclman FOR: A Natural Cos Liquid Extractiun Plant LEGAL DESCRIPTION: Parc o£ the Ma of Suction 23, T2N, R63W of the 6th P.M., Weld County, Colorado LOCATION: East of Weld County Road 69, approximately 1 mile north of Weld County Read 18. A Probable Caucc Public !gearing is scheduled before the Weld County Board of County Commissioners on Wednesday, June 21, 1989, at 9:00 a.m. in the County Commissioners' Hearing Room, First Floor. Weld Councy Centennial Center, 915, 10th Street, Greeley, Colorado. The purpeoc of this public hearing will be to review case number amended SUP-232 for compliance with the Development Standards as approved by the Board of County Commissioners on January 14, 1976, to determine if probable cause exists to held a hearing on revocation of Amended SUP-7.32. You are receiving this notificaeicn because your property is within five-hundred (500) feet of the property being reviewed. All persons in any manner interested are requested to attend and may give tcstImony pertaining to Amended SUP-= and the uses occurring on the approved site. For additional information write or telephone, Lanell J. Curry, Current Planner. VELD COUNTY DEPARTMENT OF PL\NNINC SERVICES 915 10th Street - Room 342 Greeley, Colorado 80631 Phone: 356-4OOO - Extension 4400 891138 9G®491 • CERTIFICATE CF MAILING I hereby certify that I have. placed a true and correct copy of the surrounding property owners and owners and lessees of minerals in accordance with the notification requirements of Geld County in the case 0ZCH-51 for Jack W. Zimbelman in the United States Mail postage prepaid First Class Mail by postal card as addressed on the attached list. This 14th day of June, 1989. • l/ Z 'l 9©®491 891138 • • SURROUNDING PROPERTY OWNERS ZCH-51 JACK W. ZIMBELMAN Anna Laurie Charlton, Trustee First National Rank of Greeley, Trustee, et al P.O. Box 1058 Greeley, CO 80631 Jack W. Zinbelman 34014 State Highway 52 KeenesburS, CO 80643 9�0491 891138 r,,, : ,'• I . r• A• a _ - _ t f � 4 ♦•- +•. Y L,tr i. j t", t,•�V.f• `.,tn• - .at)lr. jar/•[1'- 11M,. )' �ti.'•^•,: A .4. 1.•+ 51:1 1 1 .�)))•L i J J ee•t v. ,•}f r yT 4fAI P�r.�.--,..•;.•7'.•.•� •�L 1 ;/`\'w'a - 1• • ! ' J1 L.1�Sf it�.w 4,a;l.'`�t t Y eFA;{!.fi �._ e, p •�'l{.t ;1 y�y•��y fry 1 • Y ! ••• J• �,. r • , `e' 1.• . 1 y•e•i+J t':':1..... ... I - =•`v..:T.i.�.4. '1•''‘'.:',:'• f t yrt f♦ 11 !•J • -. 1 f I 1 / %-•v .tft' •,•Y�ta• / 1. .$ J •tf-r ..t.t�,. M'RLa'Y. ,[' C{,l to .1.....-,.....s...,.7 t"' i I1,7• , J'�J..��•.•t•_.� 4h a. �4:,.t• 7:� ff \t1 I, • f2�4r\r! N S• v • •, r A. r •t' ..; 111 g. ,..t 1 •: .i • ! r{ f R j _ '1 1/4....:•:....;,4:41•••1".••A .. . 11 t" a:L* • 4.:1 :1.. 1f 1 „ ; r• .f� . .c �9 T e 4 bf( `7.r,ark ,. "! .. 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Y•a•w• 1j? aa,e+ Dscembcr � "� ter: . r .�!!; I 1.the,sat d no Leal w lle•e•d Mae\Weal aed *' S wi'er,. ) botee4a y six r r;Ccut.e:se . , JOIN ZIIIBLLVIN, JR. and FLORA ZIABLL AJI. �;! + husband Z iA:.=}re , and wife .,. ,, .. +��f.,rr.v c• 1 of Vow ,.y.. 1 C.1ray d w r; J AV...en 1 We ed Oa4 d fitwda.d W Ana ArL eM rt 1'r•' •1. •'�S'?;:71;�: Z.; ; JACK w. ZL'RBLLHA.g . • e)_..Jv.. •.. dW t:.e4t,.f weld ...a • le11 . • n• ^J •I f..4 . ._. Stated Glenda,d the 4.4 pan: I• ,�t • �,. f ;It�, a MITNIDISETR.T\ot tbo sal4 part ies of the fur MM1 for sat In efrowrrstlr d the an of • 7 ty • 1%.,'s+, .\ Other valuable consideration and ten and no/100 DOLLARD. ; 01'” , N Y the said put ies a/W 114 Art L►.d Aw hp W said Arty of lM areeM Ar4 lid rrel i f•`/% .boerf V bony rdnW ed r\rrloffd.4 Ve Peaw{bor 41 et _,0.+t pnwsL V PoK Mrfsl r ,ra.rid ad w•r,d.•d y liar • •••••.10%' a.seg ewes sod esafirw.as the rid t ' ��r •. \elet end oWpso front.a2 W fawns 4 414 ht Wt Y d lbo tests M. hie , S •� m lbo Ceeet r Alesl of hod.aNrw,17La ad laryt • ff•.j.r . z d xeld 4:41.1 . .. •!.~ matt...el'Colon4.WrItr . I•?' _ Northwest Quarter (NW 1/4) of Section twenty three (23), Township Tv0 (2) rata- . .• North, Range 63 west of the 6th P.H., together will all rights accruing 1' �� by virtw of said :-ftme b premises being Included within the boundaries of the • ..., , ��' ,, c Henrylyn Irrigation District; reserving unto grantors all of the oil. ;',•,.�i gas and other minerals in and under said land not previously conveyed 2:.e1 or reservedr and reserving � �' 4..-�.1' the 6th P,H. the right to one-half (1/2) the twater ion 2from a domestiC �':l • well on NW 1/4, Section 23. T2N, R61w of the 6th P.H. and a right of „.,,MS .f ' ' t...,-,444A1. • way for the pipeline from said well to residence located on the h'L 1/4, • +v'`,' Section 22. T_N, R6Iw of the 6U P.Y., all exmaintenance va ; I . r senses for the nla inherence i�fp e' +. •• "'.- to be «qullMnt and pipeline, including the replacement thereof �• t < 1? equally by the respective owners of the properties involved Cer '� - _ L (legal description conclude? on reverse side hereof) jTDCtTRU ma .a ad 44,4 Ire Mndisse w, asf appareasaarsa drat• bol..4.4. se la aly4s 1 Iti_i• lr/;; .,Met.W.{.od the e..en4e eM rear^�s . f op estate. K^maidre add ee` 444 mfr.how,ad profit,WnsF oa4.R ti „�1'Sl r K,lik Yde,L4roK e4:y ad t,•r,a rbotrwe,d W saM M See d the nr.t port,elWr I.1s. •C."4 1 'r;1.7,! wsap.of.4 d L the&lace knead rramhK.n\the lerrdemerot.►d appanratr4.• � t • 'M•;1 C; 7b dAYi AND TO MOLD the said Meyien alesw V Iad ad .•iI/( • • • "„e•;•: ear pan y d Ibo weal sat a.rel►af�.xy IM.►rynrrrr,aW W _ 9• • MrtJtlf bore ad emllsa ferrer.Ad fide rd. r '' •' �' fee them waves,Chei An Ses d at relA Parts �`iCf' • �e,f+fir;i' Ow,�weeotaeR oM aVle"Lewq, 4 4wr'1aK rnK borf•1� •d :i.:2, j:� .[say Y ad with 1\.rid many e/t\e 4wosa Fat o, 4th p.m his 4ln ad&alma that of the thee d the eseral. 'l`9:). • 3.f`. arr et thew prewar they are erg messed et lbw serwhes.W.eoeeere{.as d prod.aids• raw,r • f):IS.y d perfeew shoals a ld,froonle 44144 IH.4 et 446 Y L..L fr.444.44►a Ve awl ries f.D power •ta.. . ' • 1144 td 444 44 441.[rast borAlar w ee sal eeep t4 ww L..a.er sod In asaforaal4.d net the saa_ Y 6..1.6..1.~~• f'�•.3. an Ira•d Mar Prat a t Iwrr as/eW 'MI As.o{s.yr[alo .y7,46 Yer.Lie%aw q waer •d ronw►nM 44 : ;LA .haver Wee r 44 awew•, except subject to g 1 taxes, ..-4.1. ` • rights of way, reservations and 1 � :► Qf St any, now of record. and 1•\I l-z',. ,,1, subject tO farm and ranch mortgage tO The Federal land Bank of 4.2.'v . ,•, e;; ► Wichita, Wichita, Kansas, recorded October 4. 1974 In Book 724 at • a 4;i• it•r:; Page 210, Weld County records. ea t. • '' 1�� 1 •d the•We Mr alaN .1�.ic•,' t . [ pefra ers h the calm owl prorol4 psar4.he d ay said Aw y d IM•red Ae. et%•.�• his born td af owes. a,44t os wad warp errs se► 44 tartar thle•isp or r 41.1.4 the.hale R/,/L' or sap Am W r Owed. id A the fins Ses .1 m M 4142 mad ein WARRANT AND FOREVER aviaN0. • •$' "• �«•� ut 'emus 1'NUT.OD.the saw par III f., K W en• Apt yew horns. oot the terdI ;.H�'.la ., ed"We air eat W 7.41144 ate.411114. '.'r.•. 9-779 2fM8LL1AN. ,)•h. (SEAMNom; { •4.I. .__ J ...) ' • alfrAL) f, Jt •. —_. �• FLORA ZI�ISL1JCAf7,f ey'NAL) �" - (��frATR OF COLORADO ;"!��;' .. •:' • �'00Y1W/e`d paean a Denver II'. tC 1:- • ;Oro/ , af{s6rraeet.0 w\r.L{aof% re we 04 /:{ 4pt December 0c;;;;:-.1r . �fe�r��yJ :r•1:•�. •' ''l_1 JD.�lyR.►ii• ;elm ZSHRLLHAN, JR. and FLORA I:HALL{AN. husband and wife. ..'!ly' . _ •; �`%void November 25 .)•78 , t)laor y bod ad dfwL) rat 4•f`•y• w• -_ \�ear cap°� 1I ' rr�r w� . • �.. �. /��.� 2i;.r �'. X.Ilk•� •M►_,_1•en.e.....Gar• - -r . .._. ....J . 9®®xQj•. . /4 . -!: ••••.eraay.�444ww aa_._e 4.•444.^..4�..44.04 831138 . �..�.. . :�. • , . •.-r�cT •tea �i .w•.-. n..•-_•- I rI /r.. r ♦ w�..y'r • r ..• • • rrS r I.,...:.:."•::%•' oli.4.i •tc C 47:. ilk•re •v•••1,9 -,-;••,�T 3r�1,.44 ii 14 • L ,,. -,:1n•N-arm ..tst {t .T--�< . �.r � • :.•}� r�•„`ri yl ^Ss 1"' /I/ .s „.44'.4.4:04 ..C�1E 11w - •,• 1V••Int- r rj *C"-" • •R••• '•• , • ;•• •• •,. (3F i'•�t� �eck-..:_v r li� r •. 4...•. JicifH•�7•asj r4,44211914 ...:••,„'",%''`I.• ♦ fir_. i ii i•• • % K1-.1-2•24r.' .` f..10•r oare.;•••74:0,4, •747et•• i F l4 .. tis .4W,'‘.....•�,fri 1 4 . 'L•.I.s 4,..,,- ...4. .-4'1..). •;it;• ..,:w* tr•, ••••:://•1"•4.t r3'-li ta+l,,..I Syt,ysa+'�' +t•C`"zii"J.'. %-t , "7%4 '� •t4e: 7.rdv••-f.'t v\'r `,47 �' I•J rg :74,.(4.5'1;-: r (i: �.•ry T Mtia Y .',-jt' ll'it.4 r.r•• i w• r rrt { J y •C •r} $..\ c •� S• I Y•,' ', • t '1,:t•, SCI{,\•. 1:%J! I tr5rr i'f t f� 4•/�• <J"1 Vjn ♦ L•A� t.'\ /Mr„i'r'.rir'^ 7.• `3.w Ii t,•••!•, i•\. y ��. • Y%.r :, t nt.itr"v7 4t -ez-1 > > - � l,Q.Ntt�y41• ♦•. V•iJ4 » 4(a/tr''� r 't • S.qr i.;14. "•• so .4 t•4 i et •• ♦•.4, 4l:/�•,..1' • /•^w•�,Ss 4 • •- .••;,•'tt'!!},I.•r kr r•ry• :• rr�.l..•• �/ r;• MI • 1 i t t e . tf y ,� 7�'� /SAO.'oh, } •Ys'' !"! 7 rsn/ fJ1/''J't 4y, � A.v. �t•.2. • -1'\•�.+rl.• •ti,. . .tar •{e • f'•• w. .(.g.:C r�f,t•/. S 0.,s i Sart-J.(11 ♦ Y�t;t �•.Pill'at! 141.Y•rM[ l.A )S t•,t ;•'...1i d h C�..N/�` � r.nl�.- f Y r • •w•• [•Y •b � .. •, � 1 t• 4• •.z•• M.t t"/•.. ...I:44 O�Yi.L•�sveay..• ti i7•t 'syr -.% trei .-•'' . ( t C.. • r e •- Li, l.�n'er e. r • ;Li•t\ 1 J , i• • t,' ol-;••••••,,4-. a^ • �•' .‘4......44.4.7.,•.f : � . r� r. J�T4aC# It/64 �-. !S�•.i��- L 7'.� 'tY � >:� {.rrZti. �1w • S r' '� • 1rt ;.tr.t \ • - S i 4tr-I �w� ._r!.:: r..✓✓✓N.( • .r�. 1•• 1� ..•.• --.441),1 • ' , j• •� C. •• • C.11• ' J4•�.'ti �.� N r. w ,.P Q4.••• • ( itY' w. .` 1•1 Ts`{,J cti�� _::xt. "•• ;s`;t:/! t4 .•ttc 1!►t_ . ..�.: J�j ,t.}y• t •�fil �� 1l,P" . .>..1tt , •t:4 . • •lA.t.y 7,•, `zw; �`r785 17C.7353 ,, . .. .rt ,t 0 . } 7A ---.. V .••• - ?,. 140-di:e. r', 114• rrJ.rf:' ) ,:..t:,74.9• Conclusion of legal description from reverse side hereof) 11"e:: 4I; (SOX to be charged against each property involved), said reservation J... • •••••.1.:.• t, .11•/ to expire or cease or terminated when the NE 1/4, Section 22. T2N, r`.h . to �,,., •- St.. • rt6JW of the 6th P.M. is sold,. transrerred or conveyed by Kenneth . :'?fi1 L. Zimbelman or his heirs or legatees to a party who is not an heir . t , , • ? r � • r 1;.';i•; or legate of the then grantors of said property or of the grantors + •. . • .,.a3• herein. y�{, ` : e r 01 Virg• .;,;•. .2_: 3 ;.f ; •. !�4 . P'tit'�. 5.1 !;P• • • - '-, t, , _ �z?•; 1W.;�E e r •:x:c4. • �` , _ r ii: ":ii • i•'i: •'` '1.711:: •+1 it ••4 - -�r 4.4 - _ry ...S ti-.I .i . : CI to ,,N. iii C (' N .. CO • n • ', 41,1 :' • .' V 1:.i'r�• Cr .t:gin, it J.o / iii id ; � 2�• • el IC' t •2l-t. I/ ..... see. Y . • .•.(7•• ••' •. , ••tW C,�. I:.... K • r � � C' \ • (`��ijk 4�1 r rr. A . W ,i • I . a� '1 •O ` 1•' ' ya. n � •el% 9(30 491 r:�: h. � 89Zi38 . .• i .. . 't. . . _ _.. < ....._.._•. .s—•, ..... .�..•....4...•••••••••••••✓•••J1M'a•we•.l'Tw.r' �h. _ .�_ .!•.. . ® s Exhibit "A„ • LEASE AC.R &E,iT THIS LEASE AGRECIMT, dated this 25th d Januar alY of ��y 19'75, . made and entered into between JOHN ZIVBE RAN, JR. AND FLORA, HIS WIFE, whose address is Keenesburg, Colorado, County of Weld, State of Colorado, herein— after referred to as "Lessor," and PHILLIPS PETROLEUM COMPANY, a Delaware • • corporation with an office at 1!423 Security Life Building, Denver, Colorado 80202, hereinafter referred to as "Lessee"; WITNk.,itaf: - I 1. Lessor hereby demises, leases and lets unto Lessee the following described premises in Weld County, State of Colorado, to wit: • A tract of land located in the NW/4 of Section 23, Township 2 North, Range 63 West, of the 6th Principal Meridian, Weld County, Colorado, and being more particularly described as follows: Commencing at the N/4 corner of said Section 23 and considering the North line of said Section 23 to bear N 900 00' 00" W with alL bearings being relative thereto; Thence N 900 00' C0" W along said North line 494.27 feet; thence S 00° 09' 53" E, 8.00 feet to the true point of beginning; thence con600100 tcets thence9' 53" E► 400.00 feet; thence N 900 CO' 00" W, 00' 00" E, 600.00 feet to tthe•true WI tHof feet;i thence S 90° • Said tray of land contains 5.5l'acres and A tract of land out of the northwest quarter of Section 23, T-2-N., R-63-W of the 6th Principal Meridian, Weld County, Colorado, being more particularly described as follows: Beginning at the north quarter corner of Section 23, T-2-J., R-63-W of the 6th Principal Meridian, Weld County, Colorado; Thence West along the north line of Section 23 a distance of 1094.27 feet; Thence S 0° 09' 53" E 8.0 feet to the northwest corner of a survey made for Phillips Petroleum Company by Ernest E. Knight, Colorado Registered Lazed Surveyor, of a 5.51 acre parcel out of ' the northwest quarter of said Section 23 and being the True Point of Beginning of the herein described tract of land; • Thence West, parallel with and 8 feet southerly from the north line of Section 23 a distance of 500.0 feet; Thence S 35° 35' E 491.84 feet; Thence East 215.0 feet to the southwest corner of the said • 5.51 acre parcel; Thence N 0° 09' 53" Wr along the west line of the said parcel 400.00 feet to the True Point of Be 5.51 acre described tract of land containing 3.28 acres, more or less; together with the right of ingress and egress by roads on the Lessor's contiguous land, for a term of four (4) years beginnAn& the 25th day of January, 1975, and for successive periods of one (1) year thereafter with Lessee possessing the privilege of cancelling this lease after the primary term on any anniversary of its commencement, provided thirty (30) days written notice is given to Lessor: 900491 891138 `� . 2 • Provided, however, that the rental for the eleventh and any later years shall be adjusted (but never decreased below the amount stated in Section 2) in the ratio that the Wholesale Price Index (All Commodities) published by the Bureau of Labor Statistics, United States Department of Labor for the nearest month preceding the beginning of such year for which a Wholesale Price Index has been published (each "year" to begin on the anniversary date hereof) bears to the Wholesale Price Index for the month of September, 1973, which is 140.2. In the event that such Wholesale Price Index is no longer published, there shall be used in lieu thereof as an indicator of average purchasing power, any successor or similar index published by a department or agency of the United States Government. 2. Lessee agrees to parr to Lessor as rent for the demised premises the sum of %. . <-:.•,4rl�;.,, rf,-....��-�✓ ;t `fir ( $ 1500,00 ) per year payable annually in advance. If the Lessee shall fail, neglect or refuse, to paty the rent or any installments or part • thereof as the sane becomes due and payable, Lessor may, after twenty (20) days notice in writing to Lessee, if said rentals are not then paid, declare this lease at an end and void, and may re-enter and recover possession of the demised premises. 3. Lessee shall have the right to install and maintain upon the . leased premises such machinery, apparatus, buildings and equipment, as Lessee may deem necessary in the conduct and carrying on of its business which is hereby limited to use as a natural gas liquids extraction plant. All machinery, apparatus, equipment and other improvements furnished by Lessee to the leased premises shall be and remain the property of Lessee, and Lessee shall have the right, at its option, at any time before the expiration or termination of this lease, and for a reasonable time there- after, to remove same, and shall remove the same upon the demand of Lessor. 4. Lessee contemplates construction of a natural gasoline and liquids extraction plant on the premises, with accompanying facilities incidental thereto. Lessor recognizes that there may be considerable noise, odors, • illumination by flares and other factors incidental to construction and operation of said facilities and waives any future claim of damages or -� right to complain of nuisance t-y reason of construction and operation of the facility. 411 . "If Lessor demands that Lessee remove said improvements the Lessor shall ;#1 remove from the leased premises not only the building, machinery, equipment , and apparatus but also all of the concrete foundations and ;.300461. 004 i • • • 3 5. Lessor shall pay all taxes and assessments, general and special, upon the leased premises and property and Lessee shall pay all taxes and • assessments upon machinery, apparatus and equipment owned by Lessee and located on said premises. Upon Lessee's written request, Lessor will furnish Lessee annually official tax receipts or true copies thereof showing payment before delinquency of all taxes and assessments levied on the leased premises and property. Lessee shall cause all of its property ' placed on the leased premises to be assessed and taxed as its personal property separate from the real estate. 6. Lessor hereby fully warrants the title to the leased premises and property and will defend the same against all claims of all persons and agrees that Lessee shall have the right at any time to redeem for Lessor by payment any mortgage debt, taxes or other liens thereon in the event o£ default by Lessor and be subrogated to the rights of the holder thereof and may deduct any such payments from subsequent rentals in addition to all other rights and remedies afforded by law, and in event of failure of title or loss of possession by Lessor, Lessee may cancel this lease. 7. Lessor reserves all oil, gas or other minerals hying in and under the premises and all water rights subject to Item 8 below, presently owned or acquired in the future. Lessor surrenders all rights o£ ingress and egress across and on the surface of the premises for exploration, development and producing purposes, but is not limited in recovering said minerals by means of directional drilling or otherwise from the surface o£ adjacent lands. 8. Lessee shall have the right to make a connection to Lessor's water well located on the second described tract above and to construct a pipe leading from said well to Lessee's facilities on the above described lands. Further, Lessee shall have the right to whatever amount of water is needed for sanitary disposal and drinking water for Lessee's employees or contractors, but for no other purpose except upon prior arrangement with Lessors. Lessee agrees that it shall be responsible for all maintenance and repair work on the ,existing water well, but Lessor shall have the right and access to service said well at any time. Lessor agrees to continue to furnish and pay for electrical power. Lessor does not• warrant the quality 900491 �. ~1 r ! or quantity of the water produced from the well, however, in the event that the quality or quantity of the water becomes unsatisfactory to lessee, then, at Lessee's discretion the rentals herein shall be reduced by the amount of. Fifty Dollars per annum. • 9- Lessee shall maintain the road and two culverts presently existing upon the premises in a good and workmanlike manner. During the time the road is fenced to restrain Livestock, Lessee shall cause the gate at the main ' entrance to remain closed or install a cattle guard. 10. Lessee shalt maintain the leased premises so as not to cause • excessive erosion and will be liable for any erosion directly caused by ,Lessee's operations and activities upon the land. 11. Lessee shall have the right to assign this lease or to sublet the premises hereby leased, in whole or is part, at apy time during the term of this lease or any extension or renewal thereof, with consent of Lessor. The sub— letting of said premises shall not release the Lessee from its obligations to pay rentals as hereinabove provided; however, by assigning said lease, Lessee shall be relieved of all obligations relative thereto. • • 12. This instrument incorporates all of the obligations of the parties hereunder and there are no oral agreements or understandings between the parties . concerning the property covered by this Lease Agreement. • • 13. The covenants and provisions hereof shall extend to and be binding • upon and shall•inure to the benefit of the parties hereto, their respective . heirs, executors, administrators, successors and assigns, but shall become binding upon Lessor only after it has been executed by Phillips Petroleum Company. IN.WITNESS WHEREOF, the parties hereunto subscribed their names or caused the same to be done the day and year first a ve; written. l,� i r) WITNESS: /John Zimbelman, Jr. Lessor • t� • : . • Flora Zimbelman, his wife • Lessor • PHILLIPS PETROLEUM COMPANY • By Lessee 900491. • 891138 . oWMF ' • • fib ♦ •• • 5 STATE OF COLORADO) • COUNTY OF WELD) ' SS On the LS daffy of reiePow , 1975, before me, a Notary Public, Came Jehe 7fla !•/ u•nv .11 and /,•.,,]s 2,0f19 1.t-t ✓ known to me to be the individuals described in and who executed the foregoing instrument and acknowledged that they executed the same. _• {" �� r Notary Pibi lia . • My commission expires:• ` • STATE OF COLORADO) • • COUNTY OF DENVER) SS The foregoing instrument was acknowledged before me this day of • 1975, by , Division Manager of PHILLIPS PETROLEUM COMPANY, a corporation. • Witness aryr hand and official seal. • • • Notary Public • • . My commission expires: • • • • • • • •• 9E3®491 : . .. . • 89113S : ® • �.r_. .. ,_R .. ...Tae ...:,. .�•.,r.:. .. -.. r ... 'y'• Complete Rene 1 and 2 when,etldRloleF aarVlpes se deeMP..M afMRPiew hems 1' y, •Pupyouraddress in Ott"RETURN TO"9pege on the reverse side.Faun to do this will prevent ties tend - 6 from being returned to you.Tit 1 n '�[ t ledge p}dN Fur one ens.t aervvivaa are . O. .poetmaeter w ate yd a��r IL MOW!or eddhpn lad Geri eft) • J_ p4 1, L; Show to whom deNK+ed,date,and address's address. 2. ❑ Restricted Delivery CC i (Ewa charge) (Extra charge) o 3.,Articls AddrweeddD.%,-...�... «.. ^—__.- 4,, AAroticle Number s w � N. I PHILLIPS PETROLEUM T pie of Service: fv Q z4 g � .tea < N I 8055 E. TUFTS AVENUE PARKWAY . atarad C] Indiana) cwt g6 4 cd to 00 I DENVER, CO 80237-2898 cnnak4 O coo p Q' ¢ Express Mss p fo tieRhintinte Q Y rX W P. V l'i 2E. gal Coy I, Al.., ore of addresase LA 1. CA I , .�... or � WI C.2� .. t� C. $ N fat ad � I t 6. Signature.•Addresses , �.'. " ••, eel) (ONLY if O. W H ✓t Z i.4 tr3 i i t "• - _ri•-•• J (p , PC x 0 w I ,. : nature —Agent ' •r .'a" c•N�. .y CW to G1 V (c 1 ll ....„„.,-.• g' - ate of Delivery • PS Porn 3811,Apr. 1989 aterio �etw! / DOMESTIC RETURN RECEIPT SENDER: Complete Items 1 and 2.when addi[Ipnel services are desired, end complete Items 3 and 4. . Pot your eddies*M Ow"RETURN TO"Spawr On the reverse side.Rake*to do this will preusm this teed from bring returned to you.T rn c i f will r i h nam r delivered re el dets of pleItve1 Fof ad done ees t o mg services ere avar a so t postmaster for fees erg tighnk boxier)for additional earvieefaY roquested. J 1, U Show to whom delivered,dens,and addressee's address:.. 2. ❑ Restricted Delivery (Fxrra charge) (Fxrra charge) 3..AilI9M.:Addreesed t9:_. , 4. Article Numbx MI 0 g in .S LL�x in v r JACK W. ZIMBELMAN Ire of Service: fu F i l ? < 0 34014 STATE HIGHWAY 52 LJ Registered 0 Insured C W a` 0° KEENESBURG, CO 80643 �Certified ❑ COD S Rola;"tit ▪ U 8 j no ❑ = r 0 :VMS Mall for MM(chin{1'a CC;.d 0 st¢OS M = V t Always oMMn signature of addressee IA LL F rat et CA L. - _. • .. _--.r or agent and DATE DEIiVERED. ill 6 4 s N En 04 t 2 b. Sig^ �Add t 8. Addressee's Address (ONLY if O. is) yiffi w g X• ^�, rrrpreseM aruf fee paid) v a to •e CC X Lai � x Z O: enure L IAD X < <- 9 ti en D4 7. Date of Delivery f/2-9/0 - -- r ,PS Pont 3811.Apr. 19j e, d� DOMESTIC RETURN RECEIPT vin.: _ . _ . C.a'1,.91 tY EMORAnDUM r n n hairmdn C nitTo Gene R. BaterBoard of County Commissioners Dote June 4, 1990 COLORADO From Walter J. Speckman, Executive Director, Human Resources /Yr-- 1990 Purchase of Services Agreement between the Family Educational suet«t: Network of Weld Lounty's Migrant Head Start and San Luis Valley Guard of Cut.yeraLive Servltb•S Enclosed for Board approval is the Purchase of Services Agreement between the Weld County Division of Human Resources' Family Educational Network's Migrant Head Start Program and the San Luis Valley Board of Cooperative Services (BOOS). The Migrant Head Start Program will be subcontracting with the San Luis Valley BOCS to provide services to 65 migrant children in the San Luis Valley during the period of June 1, 1990 through September 30, 1990. BOOS will be reimbursed a maximum of $85,690.50 under this Agreement. I If you have any questions, please telephone me at 353-3816. • S ei �.:.. .. June -4, 1990 MEMORANDUM TO: Clerk to the Bo d FR: Susan Montoya • RE: 1990 Purchase o ervices Agreement between the Family Educational Network of Weld County' s Migrant Head Start and San Luis Valley Board of Cooperative Services h Inclosed for Board approval are three (3) copies of the Purchase of Services Agreement referenced above. Please return two (2) copies once they have been signed. If you have any questions, telephone a Tere Keller at 356-0600. • • • • _ 900513 • 1k002- PURCHASE OF SERVICE AGREEMENT THIS AGREEMENT, made and entered into this 6th day of Jun , 1990, by and between the Board of County Commission ers, by and through the Weld County Division of Human Resources' Family Educational Network of Weld County's Migrant Head Start Program, hereinafter referred to as "FENWC," and the San Luis Valley Board of Cooperative Services, hereinafter referred to as "SLVBOCS," is for the purpose of conducting activities of the Migrant Head Start Program during the period June 1, 1990 through September 30, 1990. Funding for the program is provided by the Federal Administration for Children, Youth, and Families (ACYF--Migrant Head Start) , hereinafter referred to as "ACYF," and is contingent upon availability of funds. The parties hereto agree as follows: A. Maximum Reimbursable Amount (MRA) 1. For satisfactory performance of the service requirements, the SLVBOCS shall be reimbursed a Maximum Reimbursable Amount (MRA) of $85,690.50 to be paid with ACYF funds from the Department. The SLVBOCS will be required to provide $21,423.00 as non-federal share. This non-federal share may be evidenced as "In-Kind" match for donated services, items, or cash. All valuation- of donated services or items shall be reasonable. Fair market value is usually the appropriate valuation method. 2. All dollar amounts in this Agreement are maximum amounts. They shall be reduced by FENWC, if necessary, to match approved budgets and/or program earnings. 4 3. The consideration paid to SLVBOCS, as provided in this Agreement, shall be full compensation for all Delegate's expenses incurred in the performance of this Agreement. 4. All funds to be awarded under this Agreement must be requested by SLVBOCS and approved by FENWC prior to the commitment of expenditures. Formats for budget and supporting narrative shall be supplied by FENWC. B. Service Requirements/Reimbursement Rates 1. SLVBOCS is funded to serve 65 eligible Migrant Head Start children and to generate a minimum of 60 Child Days of Classroom Attendance (CDA). SLVBOCS will be required to maintain average daily attendance of 85% throughout the program period of performance. 2. Registration is restricted to current migrants only. SLVBOCS shall maintain at least 10% of enrollment as handicapped children. C. Program Earnings I. SLVBOCS may earn all of its approved ACYF expenditures up to its approved ACYF budget if it generates at least 85% of said days of classroom attendance. Classroom attendance includes only those days that the child is present in the classroom. It excludes all absences. 200513 T Page Two 2. FENWC reserves the right to waive any reduction in earnings when unusual circumstances exist that prohibit SLVBOCS from serving the number of children required or generating the required number of Child Days of Classroom Attendance. The granting of such a waiver shall be at the sole discretion of FENWC and may also be contingent upon approval by ACYF. D. Compliance FENWC expects SLVBOCS to conduct all phases of program operation in accordance with Department and ACYF guidance documents and consistent with program goals and objectives. SLVBOCS assures that: 1. the child eligibility, recruitment, and registration process, includ- ing criteria for handicapping conditions, is proper and complete 2. that centers reflect optimum child development opportunities 3. all child care facilities have been approved and licensed by the State of Colorado 4. that a system of individualized instruction is implemented 5. that health, nutrition, and safety needs of the child are attended to 6. that staff is selected with parent concurrence and reflects ethnic factors consistent with center enrollments 7. that viable parent participation and parent education programs are 4 maintained 8. that a Parent Policy Committee is formed and provided with orientation, resources, and in-service activities necessary for its effective functioning 9. that self-assessment activities are conducted 10. that community resources are generated to the fullest extent possible 11. that staff training needs, including CDA, have been addressed 12. all activities authorized by this Agreement shall be performed in accordance with the approved work program, the approve budgets, the grant conditions, and all relevant FENWC and ACYF directives. E. Child Care Food Program SLVB0CS assures that: all children shall be enrolled in the Child Care Food Program; appropriate filing for reimbursement shall be made; and Child Care Food Program revenue shall be reported to FENWC at Program closing. 900513 Page Three F. Facility Licenses SLVBOCS assures that: all children shall be located in licensed centers or Family Day Care Homes; copies of all licenses shall be displayed in SLVBOCS centers; and copies of all current center licenses shall be submitted to FENWC prior to opening centers each program year. G. Incorporation/Insurance Requirements 1. SLVBOCS shall provide FENWC with evidence of: incorporation, if applicable; all pertinent insurance policies, as required by deparrequired n by federalyandnds; Social Security; astate regulations, upon other coverages request. 2. FENWC verifies that liability insurance shall be kept in force during the entire term of this Agreement. Said liability insurance shall include property and casualty, and errors and omissions coverage, and shll include ofnal named insured:County Commissionerseld of WeldtC Colorado, County and its employees. H. Out-of-State Travel SLVBOCS shall not be reimbursed for any out-of-state travel expense without prior written approval of FENWC. I. Required Reports/Documents SLVBOCS agrees to submit to FENWC or have on file such reports and other program data as may be required by ACYF or FENWC, including, but not limited to, the following: Code: s submit to FENWC f - SLVBOCS have on file I. Pre-Program Operation Due date is prior to opening of first child care center. a. Evidence that all vacant positions were appropriately advertised and the selection process documented (f) b. A current list of all employees, including job titles, job descriptions, and job duties )(f c. Copies of all center licenses (=) d. Copies of all pertinent insurance policies (s) e. Criteria for enrollment. Children must mee f tMigrant Head Start fHead furnished guidelines and be registered on app ' pi f. Training/in-service schedule (f) g. Copy of SLVBOCS personnel policies (f) h. The most recent community needs assessment for Migrant Head Start services (f) 800513 Page Four i . List of the names of the "Authorized SLVBOCS Representative" at each site (s) 2. During Program Operation a. List of current parent officers and representatives at Center and SLVBOCS level (f) b. Copy of the bylaws of the SLVBOCS Parent Policy Committee (f) c. Copies of all contracts (f) d. Notification of any SLVBOCS personnel changes for the positions of Executive Director or Migrant Head Start Center Director (s) 3. Monthly Due date is the fifth working day of the month, except where otherwise indicated. a. Child and family registration and eligibility documentation (f) b. Daily Attendance Records and Monthly Enrollment/Attendance Summaries (s) c. Copies of Health History and Physical Evaluations (due 15 days after completion) (f) d. Quarterly Reports (due as indicated on FENWC form) (s) e. Summary of staff and parent training and in-service sessions, including sign-in sheets from each Parent Policy Committee meeting (f) f. Copy of Child Care Food Program reimbursement claims (f) g. SLVBOCS Agency Claim (due 15th of month for prior month) (s) h. PIR Monthly Report (due 15th of month for prior month) (s) a i. Documentation of Handicaps of Children in Head Start programs (due 15th of month for prior month) (f) j. IMPD Head Start Categorical Diagnostic Statement (due within two weeks of identification) (f) 4. Annually a. Program Self-Assessment Instrument (due date as instructed by FENWC) (s) b. Final SLVBOCS Agency Claim (due 30 days following closure of last attendance site (s) c. Equipment Inventory (due 30 days following closure of last attendance site) (s) d. Staff evaluation forms (f) Failure of SLVBOCS to submit and/or have available on file any of the reports listed above in a complete. accurate, and timely manner shall be sufficient cause for FENWC to delay payment of any or all funds then due SLVBOCS until such time as the required reports are submitted or available to and accepted by FENWC. 900513 Page Five J. Annual Program Review 1. SLVBOCS shall annually conduct a Program Self-Assessment to assess compliance and quality. The documents to be used shall be the FENWC Program Self-Assessment Instrument, and such other formats as may be required. • 2. Training shall be provided by FENWC to key SLVBOCS staff and by SLVBOCS to parents and staff who are to complete the format at each Center level. 3. SLVBOCS understands and agrees that SLVBOCS shall be responsible for developing a written plan outlining strategies for corrective actions for each non-compliance item, as determined by FENWC. and that failure to develop and implement such a plan may result in FENWC not offering an Agreement to SLVBOCS in ensuing years. K. Participation in Department Functions SLVBOCS agrees to participate in FENWC coordination functions that are consistent with the goals of the program and necessary for FENWC to discharge its responsibility to ACYF. L. Maintenance of Records 1. SLVBOCS shall prepare and maintain appropriate fiscal, programmatic, management, personnel, and property record. 2. SLVBOCS shall permit FENWC and/or agents of ACYF to review, 4 evaluate, and/or audit said records as deemed necessary for purposes of monitoring compliance with this Agreement. 3. All records shall be maintained for a minimum of three (3) years after completion of the Agreement period. M. Property Management • I. Title to equipment and/or supplies purchased with FENWC funds rests with the SLVBOCS Only so long as this Agreement is in effect. Upon termination of this Agreement, title to all equipment and remaining supplies shall revert to the FENWC, in trust for ACYF. 2. A perpetual property inventory of all equipment purchased with ACYF funds shall be maintained by SLVBOCS containing the following minimum information: description. including intended use and estimated useful life; manufacturer's serial number or identification number; asset number, acquisition date; original cost; vendor name and address; location of item; percent of ACYF funds used to purchase item; condition; and ultimate disposition data. A physical inventory shall be completed not less than annually. Discrepancies between physical inventory and property records shall be noted and any differences shall be reconciled. 900513 Page Sir. 3. Any unit of equipment costing over $500.00 and having a useful life expectancy of two (2) years or more and purchased with ACYF funds shall have prior written authorization from the FENWC and ACYF. The ACYF definition of equipment purchased with ACYF funds shall apply to all property. • 4. Written approval must be given by FENWC in order for SLVBOCS to dispose of any item costing over $500.00 and having a life expectancy of more than two (2) years. N. Agency Reimbursement Funds shall be disbursed to SLVBOCS according to the following schedule, subject to the receipt of funds by FENWC from ACYF; 1. SLVBOCS shall file a monthly Agency Claim of itemized actual expenditures with FENWC no later than the 15th of the following month. 2. FENWC reserves the right to refuse payment of amount due SLVBOCS until FENWC is satisfied SLVBOCS has fulfilled all of its obligations under this Agreement, including filing of all required reports and correction of audit deficiencies. 3. The final payment under this Agreement, based upon actual earnings and expenditures, shall be made by FENWC no later than thirty (30) days after the close of the program year. Any overpayment to SLVBOCS shall be refunded to FENWC within thirty (30) days. 4. SLVBOCS shall report all Child Care Food Program reimbursements " received and shall redece the actual expenditures reported on the Agency. Claims by the amounts received from the Child Care Food Program. 5. SLVBOCS agrees to submit all final Agency Claims no later than thirty (30) days following the date of closing of all centers operated by SLVBOCS. G. An advance of $ -0- will be issued for start-up costs and SLVBOCS will be response le for submitting an itemized statement of start-up expenditures with the first reimbursement billing. O. Savings Clause If any term or condition of this Agreement is held by a court of competent jurisdiction to be contrary to law, such term or condition shall be deemed invalid, but all other terms and conditions shall continue in full • force and effect. P. Termination of the Agreement 1. Breach of Contract • If SLVBOCS materially breaches any provision, cf this Agreement, the FENWC may terminate this Agreement by giving thirty (30) days written 960513 e Page Seven notice of termination to the SLVBOCS. Any one of the following specific actions by SLVBOCS shall constitute a material breach of this Agreement. They include, but are not limited to: a. Non-compliance with the applicable laws, regulations, or requirements b. Submission of false, misleading, or erroneous information to the FENWC c. Failure to maintain required records d. Administrative mismanagement e. Denial of access by authorized representatives of the FENWC to all program-related or fiscal records during normal work hours f. Failure to timely complete an audit for the previous year's Agreement g. Lack of fiscal accountability h. Unsatisfactory performance under terms and conditions of this Agreement 2. Immediate Termination The following documented actions of the SLVBOCS shall result in immediate termination: a. Fraud or conspiracy to defraud b. Misuse of ACYF funds in violation of the applicable regulations c. Embezzlement d. Maintenance of an unsafe or unhealthy physical environment for children e. Abuse or molestation of children f. Failure to report suspected child abuse or molestation g. Theft of supplies, equipment, or food h. Operating in violation of safety and health regulations, and therefore creating imminent danger to the health and welfare of children 3. Change in State or Federal Regulations or Laws If federal or state laws or regulations are changed to prohibit the performance of FENWC's obligations under a federal or state grant by contracting with SLVBOCS, FENWC may terminate this Agreement upon thirty (30) day's written notice to SLVBOCS. Q. Hold Harmless Clause Each of the parties hereto shall be solely liable for the negligent or wrongful acts or omissions of its employees occurring in the performance of this Agreement. If either party becomes liable for damages caused by its employees, it shall pay such damages without contribution by the other party. 900513 Page Eight R. Subdelegation 1. No portion of the program operation or of program funds shall be subdelegated or otherwise contracted by SLVBOCS without prior written authorization of FENWC. 2. All subcontracts are subject to audit as required by FENWC. 3. The subcontractor and its agents and employees, in the performance of the subcontract, are acting in an independent capacity and not as officers. agents, or employees of FENWC. 4. The SLVBOCS and its agents and employees, in the performance of a subcontract, are acting in an independent capacity and not as officers, agents, or employees of FENWC. S. Alterations No alteration or variation of the terms of this Agreement shall be valid unless made in writing and signed by the parties hereto, and no oral misunderstanding or agreement not incorporated in this Agreement shall be binding on either party. T. Nondiscrimination Requirements 1. During the performance of this Agreement, SLVBOCS shall not deny the benefits specified under the terms of this Agreement to any eligible child or family on the basis of religion, color, ethnic group identification, sex, age, or physical or mental disability, nor shall • they discriminate unlawfully against any employee or applicant for employment because of race. religion, color, national origin, ancestry, physical handicap, mental disability, medical condition, marital status, age, or sex. 2. SLVBOCS shall comply with the provisions of the Fair Employment and Housing Act (Government Code, Section 12900 et seq.) . the regulations promulgated thereunder (California Administrative Code, Title 2, Section 7285.0 et seq.), the provisions of Article 9.5. Chapter 1, Part 1, Division 3, Title 2 of the Government Code (Government Code, Sections 11135-11139.5) and the regulations or standards adopted by the awarding agency to implement such article. U. Nepotism Prohibition SLV60CS shall not employ, hire, or otherwise compensate, directly or through contract. any member of the board of directors or any immediate family member of any member of the board of directors. Nor shall any private SLVBOCS employee, hire, or otherwise compensate, directly or through contract, any individual occupying control over the SLVBOCS. fiscal affairs when such individual is an immediate family member of any supervisor, executive director, or board member. 9G051.'' Page Nine V. Audit Requirements 1. SLVBOCS' financial and business activities, procedures, and records shall be audited annually by an outside audit firm approved by FENWC. Said audit shall be conducted in accordance with applicable federal and state laws, regulations and audit guidelines. The cost shall be paid by FENWC. 2. SLVBOCS agrees to correct all audit findings, if any, to the satisfaction of FENWC and ACYF. Corrective procedures recommended in the audit report will be reviewed by FENWC with SLVBOCS, and a deadline date for implementation shall be established by FENWC. 3. SLVBOCS shall be responsible for any monetary losses as the result of any audit exception or disallowance caused by, or as a result of, SLVBOCS' lack of performance as required by this Agreement. W. Annual Agreement Renewal The completion of an Agreement by SLVBOCS does not grant vested rights to subsequent Agreements. SLVBOCS shall be notified of renewal criteria during the annual contract review process. X. Open Meetings SLVBOCS' governing board meetings shall be open to the public, except for meetings to: consider the appointment, employment, evaluation of performance, or dismissal of an employee; or to hear complaints or charges brought against an employee, unless such employee requests an open 4 meeting. Minutes of all board meetings shall be available to the public, except for minutes taken at meetings to: consider the appointment, employment, evaluation of performance, or dismissal of an employee; or to hear complaints or charges brought against an employee, unless such employee has requested an open meeting. Public agencies shall comply with Government Code Section 54959 et sec and other applicable laws and regulations. ''©0513 Page Ten Y. Amendment of Agreement The terms and conditions of this Agreement are subject to approval and possible amendment by state and/or federal agencies having jurisdiction over program and funding. DEPARTMENT: DELEGATE: WELD COUNTY BOARD OF COMMISSIONERS SAN LUIS VALLEY BOARD OF COOPERATIVE SERVICES ene rantn a rman `2g°i ` ,1 1� Jane Berkb er, President SLV BOCS B rd WELD COUNTY DIVISION OF HUMAN RESOURCES ATTEST: Weld ounty Clerk and Recorder and Clerk to Board ig r J. SpecTunan Ex utive Director uty unty er M 0®51.3 ._ ____ _ PArnor FUND CLAIMS R PA.- & •. . • V0. N" . • • • - VENDOR _ •• . .1506UN B • a1 GUM7 BANK OF EY 2. 015070 •i7�'•w�p• •�••w�•I�� • .� 404.726.91 X 71 ••1 O0� or wEri) come I r• • a 0 50 • I COUNTY COURT OF WELD •i i • • • 377.36 0150 I •l� ' •� •r�•v •, 015075 '��• • 308.83 . .+• • Colorado )• 67.00 ss TOTAL • of Weld ) • This is to certify that all accounting and budoetin above listed claims as shown on Pages '1 throuoh g procedures have been co:,lp7et and that payments should be made to the respective ve' nddorsain the nd emounts set od 1 9ocosit names with the total amount $ • Dated this � day of JUNE . • I 390 • \lJ1 �� We d C•u' na cz Ofriczr • • Subscribed and sworn to before re this Jai_ day of JUIsiE • Io3 90 My corrnision expires: m co,,,,,�, • • i Notary Pub • :f Colorado ) ^ • of Well • ss • - • • .le, the board of County Commissioners of Weld Count :rCVe) the claims as set forth above; and warrants in ay Colorado, hereby (hereby)dra::n upon the Ppynii, Fund $ Payrent the. a to ina r'ror� a. hereby i • halrperson ` . • Meriber • • — i Memo:r i ec.kna �,;J It.;erx a Recorder• ' ✓h ••� , i . ice t�emcer , __1 •• . --__________ - member . PAM= FUND CLAIMSP 2 T • P-0 & • _ CIO. r,�. VENDOR _ - ' __ 015076 DISTEla (WIC OP WELD WuNPX Pi^.GLINT " • nisn77 � 60.00 015078 R 345-00 015079 , n 390.00 015080 • w 518.68 015081 I 60.0u 015083 15(400 I 150.00 76:00 • 150.00 ): Colorado ) • ss TOTAL of Weld ) This is to certify that all accounting and budget:iris procedures have been complete above listed claims as shorn on Pages •1 through SR and dated JUNE 6 1990 and that payments should be made to the respective vendors in the amounts set opposite names with the total amount $ • Dated this 6TH day of JUNE • , yog 1 • • • We d Cou y ffi • • • Subscribed.-and_ sworn to before me this 6TH day of JUNE le My corrmi s on empires: _"0 90 My cfmm.elnn r.,,,,...:,„„.g 10,4 S-See. . . _ notary Pub is • :f Colorado ) ) ss cf Weld ) . - We, the 5oa:'d of Count, Commissioners of held County; Colorado, hereby (approve') :rove) the claims as set forth above- and w a rams in payment therefore are her�:,y _ drawn upon the PAY= Fund to na S 2 nairperson rye, oer • ra!� -' • C;erx an Recorder •, riemcer r .2474.a e--) ---y •• memoer • . PAYROLL FUND CLAIMS PACE 00 • ,T P.0.• & • - V©. ml • - . - VENDOR c "-. - -•-•:' . - - 015084 nY � warn � p3^.CUNT ' " • 015085 . 100.u0 015086 CLERK of THE DISTRICT COURT . 175.00 015087 A. 450.00, 01508$ 121.28 HARTFDRD LIFE XI3S. 13,0.3/.69 015089 • THE HABTFORD INSURANCE amp 923.12 015090 I RELIANCE STANDARD LIFE 7, 44,y2 015091 PEAK HEALTH PLAN 8,992.99 :f Colorado ) TOTAL ) ss of Weld ) This is to certify that all accounting and budge`ing procedures have been cdmplete above listed claims as shown on Pages '1 through � and dated JUNE 6, 1990 and that payment§ should be made to the respective v ndors in the amounts set opposite names with the total amount S • Dated this 67-1 day of JUNE • , to . 1• Weld Count` • a e ALIMIAL-----Officer .. . Subscribethand -siaorn to before re this 6Tri day of atNE • , 193 90 My eorrnisior -expires: NtY Ommbsian &Om J 8, 1.993 � Notary Pubic. .dam . a: Colorado ) • • ) ss • of ?field ) • - We, the Board of County Commissioners of Weld County; Colorado, hereby (approve') . :rtve.) the claims as set forth above; and warrants in payment therefore are hereby drawn upon the mantra. Fund to i ng S Abeg,n& . hairperson e • it-mia Meroer /ethie�roer• T ,�- 2uena;;u� CIerx a Recorder- Memper • ylid_ 1 � � 4) Member FUND CLAIMS PAGE_---4]b� i • P,O.• & �73'a9 - Flo. Mi- - - _ 015093' PBAic f?EALgI PLANas^.GU^fT 0150941.TC• A7CEE 1�TIRF � 6, . x - 015095 16,622.35 0 •. �'T•� WAY. — • 015097 I '1DPAT &��ASSOC., INC. - . - COUNTY VING F� 832.16 I , •' .. • 1,123.01 :f Colorado ) • of Ole l d ) SS TOTAL $522,425.03 F This is to certify that a]7 accounting {- z ,oTh listed claims as shown on co e 9 and budoe� nc procedures_rd that payments should be shown o to the reshrouofr i days in th e5 have been c;,"'piete add with the total should be S.522.42.544_______. t and dated � 6 1990 522,_4 a amounts set opposite Gated this 6IH day of oa 9' We d Coun , F . Ti ce. � . Subscribed.and. swarn to before me this ` • My co .� i s i on expires: my u�, °9mhig,�no day of _ nnu� • Colorado ) • ll tary Pub ic/ . —� • cf Weld ) ss ' ) . • - • ldo, the hoard of County Commissioners of Weld County; : •c:'W) the third as Count, forth above � ty; Colorado c.ve)n upon the , and warrants payment hereby (a_prove') e Fund to , �s in o „Ent there,_ re • i na S 522 425.03 0 d. F her��y . nairperson •• . Memcer • ,,• Teu ' , hle,�ber 0.G erx an Rec_ordder- P,e.ncer .::::y • __. - — Member Glow, _ FUND C i T P.O. & / - V0. ND. - VENDOR - - - PP..CUNT • 9024241 U.S: I37SMSTER 9,045.81 • • I • • • • :if Colorado ) ss TOTAL 9,045.81 of Weld ) This is to certify that all accounting and budgeting procedures have been ccmpl et above listed claims as shown on Pages .3. throuoh and d 6 1990 and that payments should be made to the respective veendo—5 in the eamountsset opcosit: names with the total amount S9.045.$1 • Dated this _rafi._ day of C 6e d County 1'`a a office. , — • • Subscribed._ad sworn to before r..e this day of My commis-ion expires: 2.9.390 No a y Pub iC• r Colorado ) : • • o; Weld ) ss ' We, the Soard of County Commissioners of Weld Count - -;^_"� ✓, Colorado hereby �r e) the claims as se. for`h above; and warrants in rob ✓ (approve) . .. drawn upon the ��r�./i Fund to payment therefore or: are hereby ino S9 045. 1 ai r erson Memoer s � . . • Mem r 7�2kr ' =;ers an Recoer hemmer --� • _ rd Member • • • • • • • • • • • • • • • • • • • • 0 a a D D D D D D b D a 2 se it, b N . 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V, N W C a l • - m o 1 r. m a t M ! = K �^yV m ml LI CI W z 0 u I S o z % a Ai 2I m a j' • • • • • • • • 0 • • 0 • • • • • • 41 • • 1 6 90 tsYdri. MEMORAnDum To Elk Clerk to the Board May 31, 1990 p�George Goodell, Director of Road and Bridge C0L0FiADO From rorgmN Road Opening Sublow_ The following road was opened May 31, 1990. It was closed May 27, 1990 due to a hole in the road: WCR 10 between WCR 27 & WCR 29 GG/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office WCR's 10, 27, 29 BP(ij CCC\° 6. ket nn4;i R •Vg42 Y9G 7‘S WELL COUNTY CLERir RECEIVED JUN 6 t 1990 TO: WELD .COUNTY SHERIFF. OFFICER DANIEL COCIREELEY, CO MR. ED JORDAN %WELD COUNTY SHERIFF POST OFFICE BOX 759 POST OFFICE BOX 759 GREELEY, COLORADO 80632 GREELEY, COLORADO 80632 WELD COUNTY BOARD OF COMMISSIONERS OFFICER D. GUERREMONT $MARY ANN FEUERSTEIN %WELD COUNTY SHERIFF WELD COUNTY CLERK AND RECORDER POST OFFICE BOX 759 NINTH AVENUE AND NINTH STREET GREELEY, COLORADO 80632 GREELEY, COLORADO 80631 Claim made this 30th day of May, 1990, by Joe Otis Hardy of 43737 Road GG, Akron, Colorado 80720, County of Washington, State of Colorado, referred to as Claimant to the County of Weld, State of Colorado. 1. This claim is presented pursuant to C.R.S. Section 24- 10-109 (1988) . 2. At or around January 6, 1990, 42492 W CR 41, the City of Ault, County of Weld, State of Colorado, Claimant received injuries caused while he was being arrested for assault in the third degree. During the arrest, Claimant was drug through and fell into an irrigation ditch causing injuries to his person. a. As a result of the incident, Claimant sustained injuries to his back, he has problems with his feet falling asleep, his back is in constant pain. Claimant also has trouble sleeping and has severe headaches, which have resulted in current medical expenses and future medical expenses consisting of $603.70. Claimant shall continue to require medical treatment, the cost of which has not yet been determined. 4. As a consequence of Claimant's injuries, Claimant has lost income, at least one year of wages, the total of which has not been determined, and suffered a permanent loss of earning capacity in an amount not yet determined, and suffered permanent injuries to his person. 5. Claimant hereby demands damages in the amount of $500,000 for permanent injuries or disability received to Claimants back and body, and for emotional distress and mental and physical pain and suffering suffered by Claimant now and in the future. Respectfully submitted this 30th day of May, 1990. LAW OFFICES OF ALLEN J. KINCAID r66(,/qo m� arc. _ ALLEN J ID /2826 Attorney or Claimant Greenwo Plaza - Suite 535N 6312 South Fiddler's Green Circle Englewood, Colorado 80111 Telephone: (303) 220-8618 STATE OF COLORADO ) �/� ) ss. COUNTY OF /r or,1�"`- ) I, Joe Otis Hardy, being of lawful age and duly sworn upon oath, depose and state that X am the Claimant herein, that I have read the foregoing Notice of Claim, and know the contents contained therein and that same are true to my own knowledge, information and belief. • a OT S DY,/ Claimant SUBSCRIBED AND SWORN to be re me this day of May, 1990 by Joe Otis Hardy, Claimant. . '. ln : Witness my hand and official seal. ^1` . My commission expires: S a Z._ • • l f NOT Y PUBLIC 4 • Address: 77r/Z 1V6 - /Tit r ��tL1-tL I e r-/i.. CCU -0/0(/ SUCH NOTICE SHALL BE EFFECTIVE UPON MAILING BY REGISTERED MAIL OR UPON PERSONAL SERVICE vas- /YID Timmy.n ` /n A„) 3 i , 1 c? 31-1 -. D _ t_i ' 1 R,r J . UN 4 Scip i j East Slope Streamflovs (CP pxeE� y, ccot..- Date 421419p_ "-L/i/R9 44/t/L__. Poudre River /79S /,373 a__ Big Thompson River Gor 4/22 420 St. Vrain River GZji 5/30 24/4. Boulder Creek 39/ ohe '73 Totals ,3 5,7'9 aolo 34399 Vest Slope Streamflovs (CPS) Date _1/241,2_, _ALAI Colorado @ Granby /..3.5 _Lid_ /G G9 Willow Creek Inflov Sup ,01 530 Totals /G� /S/b 07/99 Project Deliveries (CPS) Horsetooth Reservoir O --.62-7— 0 Carter Lake So —lie— in Big Thompson River 0 iL O Totals So aG9 /79 Project Reservoir Storage As Of i014/45/1/94747 Max. Active Capacity (af) Acre-feet X Filled Horsetooth Reservoir 149,732 -04- 0 791A Carter Lake 108,924 Boulder Reservoir 11,970 /0 tcl _ o Totals 270,626 02/0 HZ 7&0/6 Granby Reservoir 465,568 /Qr6s 2390 jr0(A,0,5) t" V LP/Co/go MARY LOU STEWARDSON ATTORNEY AT CAW 1821 BRIDGE STREET,SUITE A BRIGHTON,COLORADO 80801 300679.2070 r Mtq May 31, 1990 a��Len — �} • Board of County Commissioners of weld County JUN 41920 : 1! Post Office Box 758 y,�pa fi _ 41t Greeley, Colorado 80632 To The Board of County Commissioners of weld County: The purpose of this letter is to give written notice, pursuant to Section 24-10-109 C.R.S. (1973 as amended) of a claim for damages resulting from an unlawful arrest and/or detention, violation of civil rights under color of state law, negligence, gross negligence, intentional and /or negligent infliction of emotional distress, false arrest, false imprisonment, assault and battery and deprivation of constitutional rights. This claim is against the town of Lochbuie and Joseph A. west, Jr. and George Clapper; the County of weld, and certain members of the Weld County Sheriff's Department, some of whom are presently unidentified. The claimants full names and address are: Leonard L. Reed and Rebecca Hebert Reed 124 WCR 37 Lochbuie, Colorado 80601 2 represent Mr. and Mrs. Leonard L. Reed as their attorney, and my full name and business address are: Mary Lou Stewardson Attorney at Law 1821 E. Bridge St. Suite A Brighton„ Colorado 80601 On or about January 4, 1990, at approximately 12:05 a.m. , Mr. Reed was stopped in his own drive way by Joseph A. west, Jr. , a member of the Lochbuie Police Department. Mr. West informed Mr. Reed that he had been speeding, but that he was not going to issue Mr. Reed a ticket. Mr. West requested Mr. Reed to produce a driver's license. Mr. Reed was unable to locate his driver's license, and after a brief conversation, Mr. West returned to his police vehicle and Mr. Reed went into his house and went to bed. Approximately, 30-45 minutes later, after Mr. Reed had gone to bed and fallen asleep, Mr. west and another member of the Lochbuie Police Department, George Clapper, pounded on Mr. Reed ' s front door. Mrs. Reed answered the door, and Mr. West and Mr. Clapper demanded to know where Mr. Reed was. Mrs. Reed informed them that Mr. Reed was in bed. Mr. West and Mr. Clapper then proceeded to enter the residence without a warrant, without a_nc(Ie probable cause, bedroom, d t permission. T went to turned onthelightanddemandedMry M Reed's Reed getoutofbed and stated that they were arresting him. Mr. Reed asked if they had an arrest warrant. They stated they did not need one. Mr. Reed then stated he was not going anywhere with them unless they had an arrest warrant. They stated he was under arrest and proceeded to forcibly remove him from his bed, throw him down on the side o£ his bed, patting a knee in his back, and twisting his arm. Mr. West and Mr. Clapper then put some clothes on Mr. Reed, and escorted him to a police car, and drove him to the weld County Jail in Greeley. Mrs. Reed informed the officers that her husband had recently undergone heart surgery, and was in a weakened condition. She told them that he was under the care of a doctor and on medication. when Mr. Reed arrived at the weld County Jail, a bonding sheet and summons and complaint were supplied to the jail personnel by the arresting officers. When the jail personnel attempted to book Mr. Reed in, it was determined that information supplied by the arresting officers did not allege a jailable offense. The Lochbuie Police department was contacted to inform them of the irregularity and they promised to return and issue a proper summons. They failed to return or answer. In spite of this, Mr. Reed was was not released promptly, but was held for an additional six hours. Mr. Reed was released by Deputy Reed, no relation. he morningof January R4, 1a90n but etheir puty Rspecific ause eroles on uare ty tunknown at the present time. The identities of the Deputy Sheriffs responsible for Mr. Reed 's unlawful detention are not known at the present time. Mr. Reed was detained in the Weld County Jail, in Greeley, Colorado, for approximately 8 hours. Mr. Reed was released later that morning by the Weld County Jail personnel. Mr. Reed was told that he was released because the Lochbuie Police Department failed to properly prepare and complete an adequate summons and complaint despite repeated requests to do so. Mr. Reed appeared at an arraignment and at trial. The Lochbuie Municipal Court dismissed the charges on May 8, 1990. Mr. Joseph A. West, Jr. 's present address is unknown, inasmuch as he is no longer employed by the Lochbuie Police Department. Mr. George Clapper's present address is unknown, inasmuch as he is no longer employed by the Lochbuie Police Department. The addresses of the individual deputy sheriffs are unknown but it is believed they can be reached through the weld County Sheriff's Department in Greeley, Colo. Mr. Reed suffered injury to his shoulder, arm and chest as well as humiliation, loss of personal reputation, public ridicule and emotional distress. In addition, he has suffered increased angina and loss of time, loss of earning capacity, medical expenses, and legal expenses: Mrs. Reed has suffered emotional distress, humiliation, loss of consortium, and loss of time. Damages at the present time are estimated at, but not limited to, $1,000,000.00. Mr. Reed further alleges that he was arrested without probable cause by Mr. west and Mr. Clapper who under the facts available, did not have an objective, good faith belief that Mr. Reed was guilty of any offense. Mr. Reed also alleges that such arrest and detention was in violation of his rights under the Fourth Amendment of the United States and Colorado Constitutions to be free from unreasonable arrest and his rights under the Fourteenth Amendment of the United States and Colorado Constitutions to due process of law. Mr. Fed's arrest was made under color of Section a2-a-218 C.R.S. and under the color of authority of Mr. West and Mr. Clapper as a police officers for the Town of Lochbuie. Mr. Reed's unlawful detention was done under color of authority of the deputy sheriffs as Deputy Sheriffs for the Weld County Sheriff's Department. Very truly yours, �d , Mary Lulu Stewardson cc: Mr. and Mrs. Leonard Reed . LoNG c' ' %,4 DEPARTMENT OF COMMIT! DEVELOPMENT PLANNING DIVISION is Civic Center Complex / Longmont, CO 80501 (303) 651-8330 I cDZOR ,�° ._7 7 is NOTIFICATION OF ANNEXATION XII 1 s1 TO: Longmont Police Bureau Longmont Fire Bureau Longmont Water/wastewater Utilities Longmont Street Maintenance Longmont Engineering Division Longmont Customer Relations Longmont Electric Utilities Longmont water Resources Longmont Utility Billing Longmont City Clerk Boulder County Clerk and Recorder Boulder County Public Works Weld County Clerk and Recorder Weld County Planning U.S. West Communications Public Service Company State Highway Department Grant, Bernard, Lyons & Gaddis (Rural Fire Protection District) Insurance Services Office (State of Colorado, Public Protection Division) FROM: Longmont Planning Division DATE: May 29, 1990 RE: Annexation to the City of Longmont The following annexation has been approved by the Longmont City Council AND RECORDED. A map of the annexation is attached. ANNEXATION NAME: McLane Annexation Location: East of Weld County Road 1, North of Highway 119, also includes right-of-way of 119 Pace, Rogers, Sugarmill and East County Line/Weld County Road 1. co1Lo1gp CC 4,s. a -.5O- NOTICE OP ANNEXATION Page 2 Ordinance : O-89-42 Approval Date: October 10, 1989 Recording Date: May 25, 1990 Area: 202.61 acres Zone: MIU Existing Use: Under construction Proposed Use: Grocery distribution facility Owner at time of annexation: McLane western, Inc. Residents: None • A 'Na AaZ , [i ) �,-tij�C...- - _ Spy 41 3 B�EJ P•i m `•' �w-z N ,/ yAc .. I� W d r Z !f f M • S.- $ 1 .1 V.• y�ma CZ ��+ m »!s � „ �Z � $t ACA _ • ��i I as V r 1"t>.-- .) : v i ct 5R ;R"3 r. Sq m .I. 4q„w "rCF' rj e • S. 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Rp i Qp •ic Y a :_:'a y�-- 'll �' 49 fFS i g 6 b 6 /' ` " = - 1� 5 .r I •r t f i to X11 a - . ., . e +dR Q a ¢ g ° I I a hi 44 e� •ri y - Ci p4 yi Gti a i j+� b e i.R R 3 ilid E G :iii I t r e 1 I' , .- -2 xS r• i •p i R a` is Ry !i; •` eR};6 i., 4 R �' Ra a Q rl s i , , ! .•�' �_ • ? m i a i' �Ri �;? _a ii qiQ� I I a l! + _ 'gam a _ 8 m 0 .'� "}� T }:� a+ Ca 1 4 II .1 ' 1 i • j a a 1}i4 tAE � la6 d� 8�hS � rl � 1 ooa " � ° zz s • cr , i �m I n z RAxi E3S �F ' 228 ?d �q_ I I 4 y 00�,I 1. M,• " �° 2. � _ y� 9 ..t._ f w r1 1 a Y� t ��GEg �` } � RI! i r R O r '.� ir/' � N 44 a �' h i ld 11, Rd �i Ce T t d s' .. Fj } _y w 1 ;1 .E p p + > ;\�s l 2” s • b x r ;.> II i3 °i Cb' iE O�' � �� ` •5YI{e. ., - p w F,O I i- 3YR .R ,�/� }4 Y� ,� tqg ,�.� .� Il.r ....• "n.r / n - I "RR Rii Y rii ,Y.E , • .s •'ikI 4' i • �% t1 Fr o j 0F` I I a • • 4 d . • a ' e • a r 54M ,f 1 ' = H � i a'I - f ,9f v S I • b ; r 4 /• �� z ; J I ate {�a1 !. X G ° S e 6,;.. a �'e •/•4: r tie ! ^O y J • YY S' > • i 0 z i ��., i ___...._. ....,- .9s • f 'q �-- - emro irn y'• ' i ^ emT� a—i w0irn 44 i/ W.WT IWN.IW..n•IN 1• T = z •4 a I � p o T'm -/ r •. NINIIMsN' e 1 I I w � m P / z r . el e z a a a0 $ a e•m z x i o Ie.•r '2 _ yp _ I C b(� .....-.. . - _..-..�...rT--. . . _ DEPARTMENT OF PLANNING SERVICES Cases Approved by Administrative Review 5/25/90 through 6/1/90 CASE NUMBER NAME ZPMB-1656 Barnett Chuck Cunliffe, Directo I • HEARING CERTIFICATION DOCKET N0. 89-65 RE: HEARING TO SHOW CAUSE FOR REVOCATION OF AMENDED SPECIAL USE PL1MIT #232 - JACK W. ZIMBELMAN A public hearing was conducted on June 4, 1990, at 9:00 A.M., with the following present: Commissioner Gene R. Brantner, Chairman • Commissioner George Kennedy, Pro-Tem Commissioner Constance L. Harbert Commissioner C.W. Kirby Commissioner Gordon E. Lacy Also present: Acting Clerk to the Board, Tommie Antuna Assistant County Attorney, Lee D. Morrison Planning Department representative, Lanell Curry The following business was transacted: • I hereby certify that pursuant to a notice dated October 25, 1989, and duly published May 24, 1990, in The New News, a public hearing was conducted to consider whether Development Standard #22 of Amended Special Use Permit #232 is being complied with. Said Amended Special Use Permit was issued to Jack W. Zimbelman, owner, with Phillips Petroleum Company being the operator. Lee D. Morrison, Assistant County Attorney, made this matter of record. Lanett Curry, representing the Department of Planning Services, said it is the opinion of the Planning staff that Development Standard #22 is not being complied with at this time. Ms. Curry said Mr. Zimbelman has requested that he be allowed to retain the compressor building, control building, and warehouse building on his property. He said these buildings would be used for agricultural purposes. Bob Hardt, representing Phillips Petroleum Company, requested an additional 90 days to come into compliance with Development Standard #22. Following discussion, Commissioner Lacy moved to Find that this facility is not in compliance with Development Standard #22, and if the owner and operator are not in compliance by September 5, 1990, that Amended Special Use Permit #232 be revoked, and that the requested buildings be allowed to remain on the property for agricultural purposes only. Seconded by Commissioner Kirby, the motion carried unanimously. This Certification was approved on the 6th day of June, 1990. APPROVED: *- BO OF COUNTY COMMISSIONERS ATTEST: WE UNTY, COLO Weld County C rk and Recorder and Clerk to the B ne R. Brantner, irman �.� ., -44 Deputy Count C erk forge Kennedy, rP o-'lei Constance L. Harbert C.W. Kirby� TAPE #90-24 DOCKET #89-65 EXCUSED DATE OF APPROVAL PL0475 Gordon E. Lacy 900487 CC tia RECORD OF PROCEEDINGS MINUTES BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO JUNE 6, 1990 TAPE 890-24 The Board of County Commissioners of Weld County, Colorado, met in regular session in full conformity with the law and bylaws of said Board at the regular place of meeting in the Weld County Centennial Center, Greeley, Colorado, June 6, 1990, at the hour of 9:00 A.M. ROLL CALL: The meeting was called to order by the Chairman and on roll call the following members were present, constituting a quorum of the members thereof: Commissioner Gene R. Brantner, Chairman Commissioner George Kennedy, Pro-Tem Commissioner Constance L. Harbert Commissioner C.W. Kirby Commissioner Gordon E. Lacy - Excused Also present: Assistant County Attorney, Bruce T. Barker Acting Clerk to the Board, Tommie Antuna MINUTES: Commissioner Kennedy moved to approve the minutes of the Board of County Commissioners meeting of June 4, 1990, as printed. Commissioner Kirby seconded the motion, and it carried unanimously. CERTIFICATIONS OF HEARINGS: Commissioner Kennedy moved to approve the Certification for the hearing conducted on June 4, 1990: 1) Show Cause Hearing, Zimbelman. Commissioner Kirby seconded the motion, and it carried unanimously. ADDITIONS: There were no additions to today's agenda. CONSENT AGENDA: Commissioner Kennedy moved to approve the consent agenda as printed. Commissioner Harbert seconded the motion, and it carried unanimously. DEPARTMENT HEADS AND ELECTED OFFICIALS: Donald Warden, Director of Finance and Administration, reporting on the Accounting Department, said the audit and the publication of the Comprehensive Annual Financial Report will be completed this week. Mr. Warden said the 1991 budget process will begin in the near future. He said this process will begin with the preliminary items which are due June 15, with all budgets being flue by July 6. Early warning budget hearings will be in August, and the budget hearings will be in October. Mr. Warden discussed preliminary information which was submitted by various departments. This information indicates that the District Attorney will be requesting two additional district attorneys and two more clerical positions: Communications will request three additional dispatchers: the Sheriff will request upgrading of certain positions: the 1991 weed plan will be looked at for the Pest and Weed Division: the Youth Shelter Home is requesting an additional 3/4 of a position: Social Services will have several major changes: and the health insurance will also be impacted in that there will probably be a 30-35% increase. Mr. Warden said there will be a -17 C'OO Q savings to the County because positions will be saved in the following departments: Veteran's 1/2 position; Clerk to the Board one position; and Buildings and Grounds General Services one position. He commented on the Ambulance and Printing Departments. Mr. Warden said they have been working with the Clerk and Recorder concerning the transition of the Clerk to the Board's Office. Mr. Warden concluded his report by commenting on the Department of Information Services. wARRANTS: Don Warden presented the following warrants for approval by the Board: General fund 8125,898.31 Social Services 8,023.05 Handwritten warrants: General fund 9,045.81 Payroll 522,425.03 Commissioner Kennedy moved to approve the warrants as presented by Mr. Warden. Commissioner Harbert seconded the motion which carried unanimously. BIDS: PRESENT CAD SYSTEM - SHERIFF'S DEPARTMENT: Mr. Warden presented this item and said it, and the next two items, are to receive recommendation from the E911 Board; therefore, consideration of approval will be on June 27 for the three items. He said there was only one bid received for this item. PRESENT DIGITAL CALL-CHECK RECORDER - COMMUNICATIONS DEPARTMENT: Mr. Warden read the names of the bidders into the record for this item. PRESENT VOICE RECORDING SYSTEM - COMMUNICATIONS DEPARTMENT: The names of the bidders for this item were read into the record by Mr. Warden. PRESENT 1990 CHIP AND SEAL - ROAD AND BRIDGE DEPARTMENT: Mr. Warden read the names of the bidders into the record for this item and said it is to be considered for approval on June 20. BUSINESS: NEW: CONSIDER PURCHASE OF SERVICES AGREEMENT BETWEEN FENWC MIGRANT HEAD START AND SAN LUIS VALLEY BOARD OF COOPERATIVE SERVICES AND AUTHORIZE CHAIRMAN TO SIGN: Tere Keller, representing the Department of Human Resources, said this Agreement allows the Migrant Head Start Program to subcontract with the San Luis Valley ROCS to provide services to 65 migrant children in the San Luis valley from June 1 through September 30, 1990. Commissioner Kennedy moved to approve said Agreement and authorize the Chairman to sign. Seconded by Commissioner Harbert, the motion carried unanimously. CONSIDER REQUEST FROM PEST INSPEC'T'OR TO ENTER UPON CERTAIN LANDS: Commissioner Kennedy moved to approve said request from the Pest Inspector. Commissioner Harbert seconded the motion, and it carried unanimously. CONSIDER RESOLUTION RE: TEMPORARY CLOSURE OF EAST 24TH STREET BETWEEN 1ST AVENUE AND CHERRY AVENUE: Commissioner Kirby moved to approve said Resolution. The motion, which was seconded by Commissioner Kennedy, carried unanimously. Minutes - June 6, 1990 Page 2 • PLANNING: CONSIDER RESOLUTION RE: VIOLATIONS OF THE BUILDING CODE ORDINANCE - THOMAS: WEST HILL-N-PARK; AND KIRK: Commissioner Harbert moved to approve this Resolution authorizing the County Attorney to proceed with legal action against Gayle Thomas: West Hill-N-Park: and Bryce Kirk for violations of the Weld County Building Code Ordinance. Commissioner Kennedy seconded the motion, and it carried unanimously. RE #1265 - BAXSTROM: Keith Schuett, representing the Department of Planning Services, said this request for a Recorded Exemption was submitted by Glen Baxstrom. Mr. Schuett entered the written recommendation of the Planning staff into the record. He explained concerns which the staff has, including the adequacy of domestic water source for the proposed five acre parcel. Burl Van Buskirk, representing the applicant, came forward to make comments to the Board. Mr. Van Buskirk said the applicant has received a permit from the State Division of Water Resources for domestic use. There was no public comment offered concerning this request. Following discussion, Commissioner Kennedy moved to continue this matter to September 5, 1990. Commissioner Harbert seconded the motion, and it carried unanimously. CONSIDER DEMOLITION OF DANGEROUS BUILDING - 2EBBE (CONT. FROM 5/2/90) : Chuck Cunliffe, Director of the Department of Planning Services, said this property has been inspected, and it is still • not in compliance. Mr. Cunliffe recommended that this matter be referred to the County Attorney to proceed with appropriate legal action. Commissioner Kennedy moved to accept said recommendation in total. Seconded by Commissioner Harbert, the motion carried unanimously. RESOLUTIONS AND ORDINANCES: The Resolutions were presented and signed as listed on the consent agenda. There were no Ordinances. Let the minutes reflect that the above and foregoing actions were attested to and respectfully submitted by the Acting Clerk to the Board. • There being no further business, this meeting was adjourned at 9:45 A.M. '��,y,' APPROVED: ATTEST: `�� -""�;4 BOARD OF COUNTY COMMISSIONERS WELD , COLORADO Weld County Clerk and Recorder /and Clerk to the Boar ne R. Brantne , Chairman CBya- 4 Deputy County rk Geo ge Ken dy, Pro-Tem 00 _12•225_rdeSn-4_� 4045., Constance L. Harbert eiirfetec•all C.w Kirby EXCUSED Gordon E. Lacy Minutes - June 6, 1990 Page 3 J RECORD OF PROCEEDINGS AGENDA Monday, June 11, 1990 Tape #90-25 ROLL CALL: Gene R. Brantner, Chairman George Kennedy, Pro-Tem Constance L. Harbert C.W. Kirby Gordon E. Lacy MINUTES: Approval of minutes of June 6, 1990 (Commissioner Lacy excused) CERTIFICATIONS OF HEARINGS: Hearing conducted on June 6, 1990: 1) Preliminary Hearing, 71st Avenue Local Improvement District (Comm<iesioner Lacy excused) ADDITIONS TO AGENDA: None APPROVAL OF CONSENT AGENDA: PROCLAMATION: 1) Greeley Independence Stampede Days, June 22 - July 7, 1990 COMMISSIONER COORDINATOR 1) Communication Services - Lacy REPORTS! 2) Engineering Services - Kirby 3) Health Services - Harbert 4) Planning Services - Kennedy 5) Purchasing & Personnel - Brantner COUNTY FINANCE OFFICER: 1) Warrants (Donald Warden) BIDS: 1) Re-present digital call check recorder - Communications Department 2) Approve home detention service - Sheriff's Office BUSINESS: NEW: 1) Consider request for renewal of 3.28 Beer License from Roberta and C. Ray Hinderliter, dba I-76 Motel and Cafe 2) Consider Tax Abatement Petition from Compressor Systems, Inc. 3) Consider Insurance Contract with Reliance Standard Life Insurance Company and authorize Chairman to sign 4) Consider Resolution re: Consent to Enforcement of Uniform Fire Code by Western Hills Fire Protection District and authorize Chairman to sign 5) Consider Resolutions re: Temporary closure of Balsam Avenue between East 18th Street and East 20th Street: and emergency closure of WCR 70 between WCR 53 and 55 6) Consider Resolution re: Appointment of Carl Harvey to Communications Advisory Board 7) Consider Resolution re: Cancel uncollectible Ambulance accounts 8) Consider Resolution re: Directing Clerk to the Board to have published Emergency Ordinance No. 157-A, Supplemental Appropriation for 1990 PLANNING: 1) Consider Resolution re: Zoning violations - Bataa Oil; Becky and Knutson: Kirk and Hill-N-Park, Incorporated; Alford, Burcey, and Kuehn; Dawson; Silvers; Case; and Hingley Estate and Hingley Farms CONSENT AGENDA APPOINTMENTS: Jun 11 - work Session 9:30 AM Jun 11 - Weld Mental Health 7:30 PM Jun 12 - Juvenile Community Review Board 12:00 NOON Jun 13 - EDAP 7:00 AM Jun 13 - BOARD MEETING CANCELED Jun 14 - Area Agency on Aging 9:00 AM Jun 18 - Private Industry Council 8:00 AM Jun 19 - Weld Child Care Network 12:00 NOON Jun 19 - Planning Commission 1:30 PM Jun 19 - Retirement Board 2:15 PM Jun 19 - Airport Authority 3:00 PM Jun 21 - Placement Alternatives Commission 12:00 NOON Jun 22 - Extension Advisory Board 11:00 AM HEARINGS: Jun 20 - Change of Zone, A (Agricultural) to POD (Planned Unit Development) , Antelope Hills PUD 10:00 AM Jun 20 - Special Review Permit, Agricultural service establishment, Roggen Farmers Elevator Association 10:00 AM Jun 20 - Increased fee for Special Review Permit applications for Solid Waste Disposal Sites and Facilities 10:00 AM Jun 25 - 3.2% Beer License, Donald L. Veden, dba The Little Store 9:00 AM Jun 27 - Show Cause Hearing, Moritz E. and Sheila Baessler 10:00 AM Jun 27 - Special Review Permit and Certificate of Designation, Solid waste disposal site and facility, Waste Services Corporation 10:00 AM REPORTS: 1) George Goodell, Road and Bridge Director, re: Road opening COMMUNICATIONS: 1) Marvin H. (Bud) Halldorson re: Resignation from Planning Commission 2) Nuclear Regulatory Commission re: Public Service Company of Colorado 3) Public Utilities Commission re: Docket No. 90S-069T 4) State Board of Land Commissioners - Special Notice of Oil and Gas Lease Auction 5) City of Dacono - IXD Annexation Impact Report; and Permit application for Western Waste Industries Annexation (Available in Clerk to Board's Office) 6) US West Communications re: Land Development Agreement 7) U.S. Forest Service re: Cooperative weed spraying 8) Chartwell Cable of Colorado, Inc., re: Cable Television Franchise (Available in Clerk to Board's Office) 9) County Council - News Release and Memorandum re: Appointment of David L. Young; Minutes of May 2, 1990; Resolution re: Conflict of Interest - Randall J. Evans; and Resolution re: Recognition of Marion Richter 10) Colorado Highway Commission - Project Request for Five Year Highway Program of Projects 11) State Department of Highways Newsletter 090-22 12) National Water Resources Association - National Water Line RESOLUTIONS: * 1) Approve request from Pest Inspector to enter upon certain lands * 2) Authorize County Attorney to proceed with legal action - Zebbe * 3) Approve temporary closure of Balsam Avenue between East 18th Street and East 20th Street * 4) Approve emergency closure of WCR 70 between. wCR 53 and 55 * 5) Approve appointment of Carl Harvey to Communications Advisory Board * 6) Approve cancellation of uncollectible Ambulance accounts • 7) Approve authorization for County Attorney to proceed with legal action - Zoning violations • 8) Declare intent to create 7lst Avenue Loca; Improvement District 1990-1 * 9) Direct Clerk to the Board to have published Emergency Ordinance No. 157-A, Supplemental Appropriation for 1990 * 30) Deny Tax Abatement Petition from Compressor Systems, Inc. PROCLAMATION: * 1) Greeley Independence Stampede Days, June 22 - July 7, 1990 • Signed at this meeting Monday, June 11, 1990 RESOLUTION RE: APPROVE ENTRY BY WELD COUNTY PEST INSPECTOR UPON VARIOUS LANDS WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on May 24, and/or 25, 1990, Ron Broda, Weld County Pest Inspector, mailed notices to various landowners within Weld County advising them that lands owned or occupied by them contain Canada thistle, musk thistle, leafy spurge, and;or field bindweed, noxious weeds, and WHEREAS, said notices stated that the Canada thistle, musk thistle, leafy spurge, and/or field bindweed, noxious weeds, must be controlled or eradicated within ten days from the date of said notices, and gave recommendations as to what methods are to be used for such control or eradication, and WHEREAS, a copy of said list, containing the legal descriptions of the lands, and the names of those landowners who have failed to comply with said recommendations, is attached hereto and incorporated herein by reference, and WHEREAS, the County Pest Inspector has requested that the Board approve his entry upon lands, as set forth in said list, to effect the control or eradication of Canada thistle, musk thistle, leafy spurge, and/or field bindweed, noxious weeds, and WHEREAS, at its meeting of June 6, 1990 , the Board did Find as follows: 1) That those landowners mentioned on the list are the owners of said land within a pest control district; 2) That Canada thistle, musk thistle, leafy spurge, and/or field bindweed, noxious weeds, are found upon said lands; 3) That said landowners received appropriate notice and such notice specified the best available means for control or eradication of Canada thistle, musk thistle, leafy spurge, and/or field bindweed, noxious weeds; and 4) That said landowners have not complied with the requirements as stated by the County Pest Inspector, and rx 00/ 2 f` 900510 Page 2 RE: ENTRY UPON LANDS WHEREAS, pursuant to said Findings the: Board deems it advisable to approve the entry by Ron Broda, Weld County Pest Inspector, upon said lands described in the list attached hereto, to effect the control or eradication of Canada thistle, musk thistle, leafy spurge, and/or field bindweed, noxious weeds. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Board does hereby approve the entry by Ron Broda, Weld County Pest Inspector, upon various lands as set forth in the list attached hereto to effect the control or eradication of Canada thistle, musk thistle, leafy spurge, and/or field bindweed, noxious weeds. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 6th day of June, A.D. , 1990.‘fiBOARD F COUNTY COMMISSIONERS ATTEST: WELD , COLORADO Weld County erk and Recorder and Clerk to the Boa d eneR. Br-an—tner�-Cam.-ai—rm�a-n1 e/7»c�x , �J George Kennedy, - eT m- d puty County erk J (mot 20— -447 APPROVED AS TO FORM: Constance L. igr rt 4 ` � / i C.W. r y efr deo .-...--may / � unty Attorney EXCUSED Gordon E. Lacy 900510 WELD COUNTY' PEST AND WEEP DEPARTMENT 0 " 425 NgRN 15TH AVENUE EXmBI'f10N evB.DINO�NO.Isuwo GAove PARK ■ °Rear.COLORADO 80831 PHONE NuMBEA(303)35e-4000 Err.4485 �w COLORADO Dear Weld County Commissioners: June 4, 1990 Under the Pest Control District Law, CRS, 35-5-108, I must seek approval or a right o£ entry from the Board of County Commissioners to enter on private land to carry out weed control measures. Below is a list of landowners, and the legal description of their land, that we may have to enforce on. I am seeking your approval to enter upon these lands. SWIt 1P� Parcel JACOB H MEYER T5N R66W SEC 21 W2 095921000018 LLOYD LIBSACK T4N R65W SEC 27 SE4 105527000012 STEVE & SUSANNE BEATTY TIN R68W SEC 5 PT SE4 SE4 146705400011 DOS RIOS INC C/0 DONALD ALLELY T5N R66W SEC 34 S2 NW4 095934100006 095934000025 EVELYN SCHWISOW T6N R65W SEC 14 E2 SE4 080314000017 FIRST WINDSOR HOLDING CO T6N R67W SEC 19 NW4 W2 SE4 080719000045 080719000050 ROBERT & CARROLE SOMERS TIN R66W SEC 18 147118000084 WATADA FARMS T1N R66W SEC 18 NE4 SW4 147118000038 DAVID W HARRIS T4N R68W SEC32 S2 N2 S2 NW4 106132000066 RONALD DUNIGAN C/0 J010 FISHER T6N R65W SEC 2 N2 SE4 080302000059 HOWARD T GORDON T7N R67W SEC 17 NW4 070517000049 • 070517000050 The weed notices were mailed on either May 24 or 25, 1990, requesting control of one or more of the following weed species: Canada thistle (Cirsium arvense), musk thistle (Carduus nutanst, leafy spurge (Funhorbia esula) and/or field bindweed (Convolvulua Aryensis). Enclosed are copies of two of the notices sent on the different dates. Thank you for your assistance. Sincerely, Ronald J. Broda Weld County Pest Inspector 900510 illOMMIMIIMMENEMMEMMEM RESOLUTION RE: AUTHORIZATION FOR WELD COUNTY ATTORNEY TO PROCEED WITH LEGAL ACTION AGAINST ZEBBE FOR VIOLATION OF THE UNIFORM CODE FOR ABATEMENT OF DANGEROUS BUILDINGS WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Weld County Department of Planning Services informed the Board of a building considered to be dangerous to persons under the Uniform Code for the Abatement of Dangerous Buildings, said building being on property described as Lot 33, Espanola Subdivision, located at 1503 N. 25th Avenue Court, Greeley, Colorado, said property being owned by Zebbe, and WHEREAS, this matter was first considered or. December 20, 1989, and subsequently considered at meetings of April 2, 1990, and May 2, 1990, with the owner being granted extensions to complete the demolition each time, and WHEREAS, at the meeting of June 6, 1990, the Board was advised that said property is still in violation of the Uniform Code for the Abatement of Dangerous Buildings, and WHEREAS, after study and review the Board deems it advisable to bring legal action against Zebbe for the above stated violation. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Thomas O. David, Weld County Attorney, be, and hereby is, authorized to proceed with appropriate legal action against Zebbe for violation of the Uniform Code for the Abatement of Dangerous Buildings. 900511 Page 2 RE: DEMOLITION - ZEBBE The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the Gth day of June, A.D. , 1990. ‘7197044,,A W.04,6;) BO F TYCOUNTY CO COMMISSIONERS ATTEST: WE OUNTY, CO ORADO Weld County Clerk and Recorder and Clerk to the Board ee R,.,�, rant:ner, Chairman t _a O �r/4cpJ '&1" ) e Geo ge ::nn:dercrt7=Tema.- sit&:e puty County el rk � APPROVED AS TO FORM: Consta�nee L. ga ert l- C.W. Ki y Z. ee-f..-r-,5...-- ( ' 4-7.--..-,_ unty Attorney EXCUSED Gordon E. Lacy 900511 DATE: June 6, 1990 NAME: Zebbe, c/o Elaine Krakover ADDRESS: 2463 South Dahlia Lane Denver, CO 80222 LEGAL DESCRIPTION: Lot 33, Espanola Subdivision, located at 1503 N. 25th Avenue Court, Greeley, Colorado. CASE SUMMARY 9-28-89 - Letter sent with citation of dangerous building under the Uniform Code for the Abatement of Dangerous Buildings. Dangerous building ordered to be demo: ished by November 28, 1989. 10-4-89 - Property owner applied for demolition permit. 11-22-89 - Property inspected. Progress is being wade; however, demolition is not complete. 11-22-89 - Property owner telephoned office. Requested additional time to remove building. 12-11-89 - Notice of hearing sent. 12-14-89 - Property inspected. Photographs taken. 12-15-89 - Property owner telephoned office. Iudicated that she is trying to get demolition completed. 12-20-89 - Board of County Commissioners grant extension of time until April 1, 1990. to complete demolition. 3-28•-90 - Property owner telephoned office. Additional time requested to remove building. Letter from property owner requested. 4-2-90 - Letter from property owner received requesting additional time to complete demolition. 4-2-90 - Board of County Commissioners grant extension of time until May 2, 1990, to complete demolition. 4-27-90 - Property inspected. Photographs taken. Two separate portions of the structure removed. Progress is being made. 5-2-90 - Board of County Commissioners grant extension o£ time until June 6, 1990. 900511 • Bobbie. c/o Blaine Krakover Page 2 6-1-90 - Property inspected. Portions of structures removed. Piles of lumber stacked on property. 6-5-90 - Property inspected. Photographs taken. Property still in violation. . The Department of Planning Services' staff recommends that the Board authorize the County Attorney to proceed with legal action to bring the use of the property into compliance with the Weld County Building Code Ordinance. 900511 (� • INTERNAL CASE MEMORANDUM T0: Casa File FROM: William R. Roberta wick NAME: Zebbe LEGAL DESCRIPTION OF PROPERTY: Lot 33, Espanola DATE: June 1, 1990 CASE NUMBER: BCV-1257 I reinspected the property for code compliance. The structure has been torn down to the floor and foundation. Several stacks of :Lumber remain on the property and the wood floor. It is still in violation at this time. pc: Chuck Cunliffe Lee Morrison 9.00511 • _ r �♦ f_ y'• � - `} +` _ .. _ �.' R �� .<.,.... .._:' -P. ....f �._...,. ��..w. 1 • 1. , :. t, �- : • t•• r Y , , 0,31P4:14:"::::, + :i.:716 _7C} r I P . I • I:, A fk `Mare'. 1 L, FitS. r . . -..,—,...-:\\--5. _3\� +,`.. 1 S '1,: , A ff ' • y1 . n • 1 ' _.a i �rzmit - ` P.P.. � �NY5r�`.. i I t s„ . ..� Y - .. �� `� F `` • I { , II l 900511 Photographs taken on 6/5/90 DATE: May 2, 1990 NAME: Robb., c/o Elaine Krakover ADDRESS: 2463 South Dahlia Lane Denver, CO 80222 LEGAL DESCRIPTION: Lot 33, Espanola Subdivision, located at 1503 N. 25th Avenue Court, Greeley, Colorado. CASE SUMMARY 9-28-89 - Letter sent with citation of dangerous building under the Uniform Code for the Abatement of Dangerous Buildings. Dangerous building ordered to be demolished by November 28. 1989. 10-4-89 - Property owner applied for demolition permit. 11-22-89 - Property inspected. Progress is being made; however, demolition is not complete. 11-22-89 - Property owner telephoned office. Requested additional time to remove building. 12-11-89 - Notice of hearing sent. 12-14-89 - Property inspected. Photographs taken. 12-15-89 - Property owner telephoned office. Indicated that she Is trying to get demolition completed. 12-20-89 - Board o£ County Commissioners grant extension of time until April 1, 1990, to complete demolition. . 3-28-90 - Property owner telephoned office. Additional time requested to remove building. Letter from property owner requested. 4-2-90 - Letter from property owner received requesting additional time t0 complete demolition. 4-2-90 - Board of County Commissioners grant extension of time until to May 2, 1990, to complete demolition., 4-27-90 - Property inspected. Photographs taken. Two separate portions of the structure removed. Progress is being made. The Department of Planning Services' staff recommends that the Board grant an extension of time until June 6. 1990. to complete the demolition. Progress on the demolition work has been made during the last 30 days. 900511 AMMMM . y � • `.\‘‘‘9,t Y��Y r.'/i Y++. Af'S. 'µx'j k* �a..r..R� w". i i � 191:k.." Mp. ` ." may: .-- .. 5rl'r71'40!'"at'ApFt4:mit..jplOdeerCZ::t. ' II p ♦ .,x.r�'� -.„ +Y.n iw ,�A 'yew. .u�•C,1+^'�j y .rwt �"�]w ' 'lkf �' •4' f -• .. .•;'.r6" r" ,14„ '(—_ 1--;•-1.17`=. s , 4. 4. ,• _. 'tw'c e 'T' .�•'54•t , '�'hi. 7y•.,•attar .'4,44;7;: .�'w. v` 'e�r j n;s4.4 f�.i r Yv v) \ i N •a „4rATw. ♦ '' -.PST �� r?.�` e. iIN r'�M^'L'` ` '`r. :rR .v C I i I 5 1 •,4i, �+ ,A .P',1V — 1;( ..r, 41 11 r11 •::: M . .`I L .r... y �r r. . ............lofir. L. 1..."-.4 I arms•,----,•••'^ r" . + ''s .�� _._. M�� 1: �,,_..._. . ---.-- .- I 1' .f°, Y��h • Ywo .. I' Photographs taken on 4/27/90 900511 • i w '.W:.; rtiVA .�., a tay. '.. ' I. - '; m *4; %tip, ;X ^, -.v;4::' ' 1 y7/RrJd'14 � .1. J A .e I ,• ^ r-r. n r .. ..�. _~'�"` .: . fi'' 'r . ' 1 n'4'ur4�n1 Y!its-iPJ ,s4:` a Pw"�' v.!". y�r� .... ': " mot •..f ,14.6..,* * ! r,r — ��,'st • 11 -- i4)` — .� , -...-.0.-• -,..� i - -. - y or —r as �+;t , '�.��•:IP 1 I ''S • q y .7:-t•:-. ;i f . 4. e � � es .. r W ._ ' qr le A___Affl, . a. a ' 1; V ly i • I. 'I, l.,.Hi I. c 11 e. I 7 k Photographs taken on 12/14/89 900511 i • 2463 South Dahlia Lane • DENVER, COLO. 80222 MARCH 30, 1990 WELD COUNTY INSPECTION OFFICE 914 - 10th ST. - ROOM 342 GREELEY, COLO. 80631 DEAR SIRS: IN RE: 1503 NORTH 25th AVE. COURT INSTRUCTIONS FROM MR. ED STONER OF YOUR OFFICE REQUIRE THE WRITING OF THIS LETTER. I HEREBY REQUEST AN EXTENSION OF 2 MONTHS .TO RESOLVE THE SAFETY PROBLEM AT THE ABOVE ADDRESS. BAD WEATHER AND LACK OF COMMUNICATION TO THE NEIGHBOR WHO IS MOST INTERESTED IN THIS PROPERTY ARE MY BIGGEST REASONS FOR MAKING THIS REQUEST. YOU HAVE BEEN UNDERSTANDING THUS £AR, SO I AM HOPING YOU WILL AGAIN BE OPEN TO THIS SLOWER REMEDY. SINCERELY, ZEBBE • by a_Lce, , `'" Elaine Krakover (1 � +,—�4 li It, APR 2 1990 I _I • Iteld Co. Ruin Zama 9O0511 irree... DATE: April 2, 1990 (I V"ic et0 yi t jd " - NAME: Tebbe ADDRESS: 2463 South Dahlia Lane Denver, ✓ Denver, CO 80222 LEGAL DESCRIPTION: Lot 33, Espanola Subdivision, located at 1503 N. 25th Avenue Court, Greeley, Colorado. CASE` SUMMARY 9-28-89 - Letter sent with citation of dangerous building under the Uniform Code for the Abatement of Dangerous Buildings. Dangerous building ordered to be demolished by November 28, 1989. 10-4-89 - Property owner applied for demolition ',Permit. 11-22-89 - Property inspected. Progress is being made; however, demolition is not complete. 11-22-89 - Property owner telephoned office. Requested additional time to remove building. 12-11-89 - Notice of hearing sent. 12-14-89 - Property inspected. Photographs taken. 12-15-89 - Property owner telephoned office. Indicated that she is trying to get demolition completed. 12-20-89 - Board of County Commissioners grant extension of time until April 1, 1990, co complete demolition. 3-28-90 - Property owner telephoned office. Additional time requested to remove building. Letter from property owner requested. The Department of Planning Services' staff recommends that the Board grant an extension of time until June 6, 1990, to complete the demolition because of weather conditions and the difficulty of communicating between the property owner and the individual removing building. 900511 900391 • DATE: December 20, 1989 CLA"v16.41:441 11Qv V" 1 I1 NAME: Zebbe Oe ADDRESS: 2463 South Dahlia Lane Denver, CO 80222 • LEGAL DESCRIPTION: Lot 33, Espanola Subdivision, located at 1503 N. 25th Avenue Court, Greeley, Colorado. CASE SUMMARY 9-28-89 Letter sent with citation of dangerous building under the Uniform Code for the Abatement of Dangerous Buildings. Dangerous building ordered to be demolished by November 28, 1989. 10-4-89 Property owner applied for demolition permit. 11-22-89 Property inspected. Progress is being made; however, demolition is not complete. 11-22-89 Property owner telephoned office. Requested additional time to remove building. 12-11-89 Notice of hearing sent. • 12-14-89 Property inspected. Photographs token. 12-15-89 Property owner telephoned office. Indicated that she is trying to get demolition completed. The Department of Planning Services' staff recommends that the Board grant • an extension of time until April 1, 1990, to complete the demolition. Progress is being made; however, additional time is needed to complete the demolition. //// 900511 c/ c /,. ^ raCover � 891345 /`r'l RESOLUTION RE: ACTION OF THE BOARD CONCERNING DEMOLITION OF DANGEROUS BUILDING - ZEBBE WHEREAS, the Board of County Commissioners of Weld County, • Colorado, pursuant to Colorado statute and the weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, on December 20, 1989, the Department of Planning Services informed the Board that a building considered to be dangerous to persons under the Uniform Code for the Abatement of Dangerous Buildings is on property described as Lot 33, Espanola Subdivision, located at 1503 N. 25th Avenue, Greeley, Colorado, said property being owned by Zebbe, and WHEREAS, after hearing the testimony presented at the meeting of December 20, the Board deems it advisable to grant the owner an extension of time, until April 1, 1990, to complete the demolition of said building. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Zebbe be, and hereby is, granted an extension of time, until April T., 1990, to complete the demolition of the dangerous building located on the hereinabove mentioned property. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 20th day of December, A.D. , 1989. �r BOARD OF COUNTY COMMISSIONERS ATTEST: �r ..o WELD COUNTY, COLORADO Weld County C rk and Recorder W` rb ,Chairman and Clerk to the Board C.W. 74/ EXCIISED BY: er Ge R. Brantner, Pro-Tem DeputyS ounty k � APPROVED AS TO FORM: onstance L. Har eZ5 rt de7L-rae--55. a rge nne County Attottey ---ref(4 Gor 900511 891345 lete,,4 'Gn 1-Z7 Dr i „ eic RESOLUTION N"6 V lip'Q0 RE: ACTION OF THE BOARD CONCERNING DEMOLITION OF DANGEROUS BUILDING - ZEBBE WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and`` the Weld` County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Department of Planning Services informed the Board that a building considered to be dangerous to persons under the Uniform Code for the Abatement of Dangerous Buildings is on property described as Lot 33, Espanola Subdivision, located at 1503 N. 25th Avenue Court, Greeley, Colorado, said property being owned by Zebbe, and WHEREAS, this matter was considered at a meeting conducted on December 20, 1989, and the owner was granted an extension of time, until April 1, 1990, to complete the demolition of said building, and WHEREAS, this matter was again considered at a meeting conducted on April 2, 1990, and continued to May 2, 1990, at which time the Board received a recommendation from the Department of Planning Services that the owner be granted an extension of time, until June 6, 1990, to complete the demolition because of weather conditions and the difficulty of communicating between the property owner and the individual removing the building, and WHEREAS, after hearing the testimony presented at the meeting of May 2, the Board deems it advisable to grant the owner an extension of time, until June 6, 1990, to complete the demolition of said building, with no further extensions to be granted. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Zeboe be, and hereby is, granted an extension of time, until June 6, 1990, to complete the demolition of the dangerous building located on the hereinabove mentioned property, with no further extentions to be granted. 900511 ee."-A a-e.efir ��9�c 900381 Page 2 RE: DANGEROUS BUILDING - ZEBBE The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 2nd day of May, A.D. , 1990. -4444.40. BO COUNTY COMMISSIONERS ATTEST: �E WE r COLO nd Recorder Weld County erk a � u✓ and Clerk to the Board ne R. Brant e , C rman ^�_\^\ EXCUSED I�oyX�rx1 „ � -+/ George Kennedy, Pro-Tem eputy County e APPROVED AS TO FORM: A Har eVe:dLeimf' EXCUSED C.W. K y ounty 7►tt ney 900381 RESOLUTION RE: REGULATING, WARNING AND GUIDING TRAFFIC DURING THE TEMPORARY CLOSURE OF BALSAM AVENUE BETWEEN EAST 18TH STREET AND EAST 20TH STREET FOR APPROXIMATELY TWO WEEKS FOR SEWER LINE PROJECT WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and they Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, pursuant to Section 42-4-410 (6) (a) , CRS: ". . .local authorities, with their respective jurisdiction, may for the purpose of road construction and maintenance, temporarily close to through traffic or to all vehicular traffic any highway or portion thereof for a period not to exceed a specified number of work days for project completion and shall, in conjunction with any such road closure establish appropriate detours or provide for an alternative routing of the traffic affected. . . ", and WHEREAS, the Board, pursuant to said statute and upon the basis of traffic and personal investigations, has determined that conditions exist which make it necessary to temporarily close to through traffic and to regulate, warn and guide vehicular traffic on said County roads by posting signs thereon. NOW, THEREFORE, BE IT RESOLVED that the Board of County Commissioners of Weld County, Colorado, deems it necessary to regulate, warn and guide vehicular traffic on County roads and any intersections thereof, and it hereby authorizes and orders the posting of such traffic control devices as shall be reasonably necessary to regulate, warn and/or guide traffic thereon for the safety of the general public and that said traffic control devices shall conform to the Federal Manual on Uniform Traffic Control Devices. BE IT FURTHER RESOLVED that the Board of County Commissioners of Weld County, Colorado, does declare and establish that Balsam Avenue between East 18th Street and East 20th Street be temporarily closed, with said closure being effective June 4, 1990, for approximately two weeks, and further, that standard official traffic control devices shall be erected at said closure giving notice of the restrictions. EG'Doc?`� CL': gel -so-fit 424 900500 Page 2 RE: TEMPORARY CLOSURE - BALSAM AVENUE . The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of June, A.D. , 1990, nunc pro tune June 4, 1990. BOARD OF COUNTY COMMISSIONERS ATTEST: WELD TY, COLO O Weld County Jerk and RecordSAS)er ene R. Brantn r, C airman and Clerk to the Board n uiraLL G e ennedy, Pro- e eputy County m� er Qc/Y�l��ree-iAPPROVED AS TO FORM: Constance L. Ha rt/-gf7�ou C.W. r � CkelCnty Attorney Gordo"' c 900500 f„ 1,7 410.7trintripnrcro—Tram—c. .I"I Ld 4 „ ,�ry�'�M fF yIF1 led. TT _vs I r ' 1,^blefl <-0.•a `1 lnr,.I w••• �r) , AsaG\ .'•tea\sue. }T: twin^, • Pi RYE . t - •••••••••c�,• 1 • �;. • 1 -•i � t 1 1 . 1 aa nr n .�i ;c 16 _ - -- - _ 1 • • •• -.Jo CEbte kt a _ 4 St • rNl _ __ _ - t+lr• . AVM • . _ _ "," , _ AV6 i a � • ,vt• ., ',rf •. A ••-•..-1 • . AVE 19th ST AYE • : ^•. • V- -!.J•A•I• I� r \ D ffV� , •4 ;et ST; •.?t c NQ� Y I .yy 4 .64 e/!'A.G�S &ILL /nal .SEuJE,[Z anicbeA7-7oN, �� • r EyrRA 64/1/2/g/wc5 4. BE /9,0D40 .5511✓0 . /97b& _ J ;2A"hl• X0050O. 2 •• .. w s i ; MEMORAf1DUI'I Clark to the Board June 4, 1990 7o Dec George Goodall, Director of Road and Bridge COLORADO Prom Road Closure Subject; The following road was closed June 4, 1990 for a sewer line project. It will be closed approximately two weeks. Please place this on the Board's next agenda: Balsam Ave between E. 18th St. & 20th St- GG/mw:frc xc: Commissioner Kirby • Weld County Dispatch Weld County Sheriff's Office E. 18th St, 20th St. , Balsam Ave 900300 RESOLUTION RE: REGULATING, WARNING AND GUIDING TRAFFIC DURING THE EMERGENCY CLOSURE OF WELD COUNTY ROAD 70 BETWEEN WELD COUNTY ROADS 53 AND 55 WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, pursuant to Section 42-4-410 (6) (a) , CRS: ". . .local authorities, with their respective jurisdiction, may for the purpose of road construction and maintenance, temporarily close to through traffic or to all vehicular traffic any highway or portion thereof for a period not to exceed a specified number of work days for project completion and shall, in conjunction with any such road closure establish appropriate detours or provide for an alternative routing of the traffic affected. . .", and WHEREAS, the Board, pursuant to said statute and upon the basis of traffic and personal investigations, has determined that conditions exist which make it necessary to temporarily close to through traffic and to regulate, warn and guide: vehicular traffic on said County roads by posting signs thereon. NOW, THEREFORE, BE IT RESOLVED that they Board of County Commissioners of Weld County, Colorado, deems it necessary to regulate, warn and guide vehicular traffic on County roads and any intersections thereof, and it hereby authorizes and orders the posting of such traffic control devices as shall be reasonably necessary to regulate, warn and/or guide traffic thereon for the safety of the general public and that said traffic control devices shall conform to the Federal Manual on Uniform Traffic Control Devices. BE IT FURTHER RESOLVED that the Board of County Commissioners of Weld County, Colorado, does declare and establish that Weld County Road 70 between Weld County Roads 53 and 55 be temporarily closed, with said closure being effective June 1, 1990, until the disposal of the tree across the road is completed, and further, that standard official traffic control devices shall be erected at said closure giving notice of the restrictions. sa 04,7,c� eC efir SO S r/ 900501 smim Page 2 RE: EMERGENCY CLOSURE - WCR 70 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day o£ June, A.D. , 1990, nunc pro tune June 1, 1990. ‘771BOARD COUNTY COMMISSIONERS ATTEST: WELD TY, COLO O Weld County erk and Recorder and Clerk to the Board eneR. Brant , C .airman iiY:_ 077-19(1.,077-19(1., ! , George ne,/�/ Kennedy, Pro-Tem D puty County C er APPROVED AS TO FORM: Constance L. Harbeft �4f � 9.--- --- )",----' -'17-7: C. T County Attorney 777 777"`�� Gor 900501 . • N - - PI kl 1. �C )1 7 (oaer;coci'e'-- Loj 3 tu',(� Fkilter .4c/if eroscot 3 lox 70 I I ��I • Tire z, ho et:ca d-C'.. w N;yh is F(arAfr— good Vat*d. 0efDdr^ (ro min efrrete )er.ci re4 Cacti re- 6Pi b For -Pr et- dow" acroSS rood. /0 be eiosed Free Cop\ be- 0i triodstoci o (' . •T rTL_ -A9 C IOS�rG �!/C 4 6i I G—velS- =vitt By DATE. DRAwa BY ✓ DATE ' • C-MCY=D 6Y _ C--11' cous.T7 ROAD ria_ ziL if kaPRDYED BY GOIJI:T7 EUGII2.Er WEI D COUNTY DEPARTwe:ENT,• 07 ENG 1'�t,__�` 900501 s ! p MEMORAnDUM Vine Clerk to the Board June 4, 1990 7r pm. • George Goodell. Director o£ Road and Bridge COLORADO From Road Closure subpet: There was an emergency closure of the following road on June 1, 1990 due to a tree across the road. It will be opened as soon as the tree can be disposed of. Please place this on the Board's next agenda: WCR 70 between WCR 53 & WCR 55 • CG/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office WCR's 53. 55, 70 i 900501 ll RESOLUTION RE: APPROVE APPOINTMENT OF CARL HARVEY TO WELD COUNTY COMMUNICATIONS ADVISORY BOARD WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of weld County, Colorado, and WHEREAS, a vacancy currently exists on the Weld County Communications Advisory Board, and WHEREAS, it has been recommended that. Carl Harvey be appointed to represent Police Zone 2 on said Board, with his term to expire December 31, 1992, and WHEREAS, the Board desires to appoint Carl Harvey to said Board. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Carl Harvey be, and hereby is, appointed to said Board, with his term to expire December 31, 1992. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of June, A.D.,�j/), 1-990. ‘7 1� 0AkA ZAhlAzfr<;O BOARD F COUNTY COMMISSIONERS ATTEST: ((^JJ WELD Y, COLORADO Weld County Clerk and Recorder �.,,C and Clerk to the Board ene R. Brantne�r, a rman �Y: lrnt-s ti e .1 (44,--ie � e rg�y, Pro-Tem�� eputy Countr,c /_ /� I��.te:slentAPPROVED AS TO FORM: lataaSrefresekt tance L. Herbb�ert . t ,---- Ce C.W. sr County Attorney Gor a q �j� r ('l?JO�o2 en n ✓ t • 744) 0e,f - �G i 900505 Please add the following appointment to the Board's Monday, June 11, 1990, agenda: Weld g Carl Harvey will be appointed to replace Richard Evans (Police Zone 2) since Mr. Evans is no longer the Evans Chief o£ Police. Mr. Harvey's term will expire 12/31/92. 900505 RESOLUTION RE: CANCELLATION OF OUTSTANDING ACCOUNTS RECEIVABLE FOR THE WELD COUNTY AMBULANCE SERVICE WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Mule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, a list of ambulance accounts has been submitted to the Accounting Department of Weld County, Colorado, with said accounts having been deemed uncollectible in accordance with guidelines adopted by the City and County, a copy of said list being attached hereto and incorporated herein by reference, and WHEREAS, the Accounting Department has recommended to the Board of County Commissioners of Weld County, Colorado, that said list of uncollectible debts due and owing the Weld County Ambulance Service in the amount of $16,604.64, be canceled. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the aforementioned list of uncollectible accounts in the amount of $16,604.64, be, and hereby is, approved for cancellation. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of June, A.D. , 1990. -•• ,, ‘71127,4tiv‘c2 444 J BOARD F COUNTY COMMISSIONERS ATTEST: WELD TY, COLO DO Weld County Clerk and Recorder and Clerk to the Board ene R. Brantncr, airman _��-33 .4004!.1.1 11 [ 6 GeorgeKegnedy, Pro-Tem v eputy County erk /� /O-rearei-n .c��/� APPROVED AS TO FORM: Constance L. .Harbert /I C. . K � -County Attorney Gor cy rf coo/ ac,7474# .. 900504 WELD COUNTY AMBULANCE SERVICE - UNCOLLECTABLE ACCOUNTS PACE 1 ACCUU'NT AMOUNT ACCOUNT AMOUNT ACCOUNT AMOUNT NUMBER DUE NUMBER DUE NUMBER DUE 00009493 4515.89 00011705 3334.00 00013266 $1.039.00 00013376 $417.84 00013549 4523.80 00013660 $140.80 00013886 461.87 00014233 363.85 00014266 3321.80 00014369 4492.28 00014378 3303.00 00014402 4472.99 00014416 4556.50 00014433 430.00 00014552 $368.74 00014640 4296.64 00014625 4312.62 00014626 4403.97 00014641 4581.09 00014660 $407.02 00014665 4486.19 00014691 $381.64 00014696 $399.64 00014728 4479.98 00014737 4401.00 00014759 4310.04 00014770 $387.28 00014772 3310.04 00014785 $415.10 00014787 4469.68 00014792 4403.00 00014801 4369.78 00014807 4358.44 00014816 $303.34 00014840 $505.22 00014847 3543.84 00014852 $327.54 00015072 *498.37 00015094 5393.82 00015374 $347.00 00015545 $400.00, 00015898 $450.00 TOTAL 316.604.64 9400504 te0504 A r '' MAY 31& 1990 MR. DON WARDEN FINANCE DIRECTOR WELD COUNTY GREELEY& COLORADO 8067I DEAR MR.WARDE-N& ATTACHED IS A LISTING OF THOSE AMBULANCE ACCOUNTS WHICH HAVE BEEN DEEMED UNCOLLECTABLE. PLEASE PRESENT THESE. TO THE COARD FOR THEIR APPROVAL TO WRITE THEM OFF. CORDIALLY& M^^`CF - ART M AUL& DIRECTOR W ' 0 C NTY AMBULANCE SERVICE 900504 RESOLUTION RE: AUTHORIZATION FOR THE WELD COUNTY ATTORNEY TO PROCEED WITH LEGAL ACTION AGAINST CERTAIN PARTIES FOR VIOLATIONS OF THE WELD COUNTY ZONING ORDINANCE WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority o£ administering the affairs of Weld County, Colorado, and WHEREAS, the Weld County Department of Planning Services has referred certain violations of the Weld County Zoning Ordinance to the County Attorney's Office, and WHEREAS, those persons in violation of the Weld County Zoning Ordinance are Setae Oil; Joseph R. Becky and Robert Knutson; Bryce Kirk and Hill-N-Park, Incorporated; Larry Alford, Betty Surety, and Mary and Iven Kuehn; Betty L. and Jacob J. Dawson; William L. and Shirley J. Silvers; Loyal O. Case; and Alice M. Hingley Estate and Hingley Farms, and WHEREAS, despite efforts by the Planning staff to resolve said matters, the violations have not been corrected, and WHEREAS, the Board deems it necessary to bring legal action against those individuals as hereinabove named to correct said violations. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Thomas O. David, Weld County Attorney, be, and hereby is, authorized to proceed with legal action against Bataa Oil; Joseph R. Becky and Robert Knutson; Bryce Kirk and Hill-N-Park, Incorporated; Larry Alford, Betty Burcey, and Mary and Iven Kuehn; Betty L. and Jacob J. Dawson; William L. and Shirley J. Silvers; Loyal O. Case; and Alice M. Hingley Estate and Hingley Farms to remedy the violations of the Weld County Zoning Ordinance, and any other persons occupying the properties, any persons claiming an interest in the properties, and any persons acting in active concert with the identified parties. (hi pL oG�? 7 de %n -y4� 900512 Page 2 RE: ZONING VIOLATIONS The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of June, A.D. , 1990. ��/L�- �� BOARD O COUNTY COMMISSIONERS ATTEST: ;�A�-Gn) VELD CTY,OU COLORADO Weld County lerk and Recorder and Clerk to the Board Gene R. Brantner, Chairman -"-,, �s. HY�y�re�� ) Qi�.0 q .a) Geor a Kezmec y, Pro �-.!e' puty Countyr �'.c1loS - .t APPROVED AS TO FORM: Constance L. xarbe t C.w._gKirb" County Attorney Go d L G I 900512 f&c(/ 6 mEMORAn®uIT, 44To Board of County Commissioners om. June 6, 1990 COLORADO ewe Department of Planning Services Smoot; Legal Action Authorization The Department of Planning Services recommends that the Board of County Commissioners authorize the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Zoning Ordinance. Zoning Ordinance Violations: VI-1536 Bataa 011, c/o Carl Friis 3400 West 16th Street Building 5, Suite YY Greeley, CO 80631 VI-1537 Batas Oil. c/o Carl Friis 3400 West 16th Street Building 5, Suite YY Greeley, CO 80631 Building Code and Zoning Ordinance Violations: The Department of Planning also recommends that the County Attorney be authorized to proceed with legal action against any other persons occupying the properties, any persons claiming an interest in the properties, and any persona acting in active concert with the identified parties. Copies of the violation materials are available at the Department of Planning Services' office or the Weld County Attorney's office. 900512 s, MEMORAnDUIT1 WilkTo Board of County Commissioners De._ June 7, 1990 COLORADO From Department of Planning Services &Isom Legal Action Authorization The Department of Planning Services recommends that: the Board of County Commissioners authorize the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Building Code Ordinance and the Weld County Zoning Ordlinance. Zoning Ordinance Viol••:tions: VI-1535 Joseph R. Becky and Robert Knutson 6750 Stapleton Drive South 5900 Weld: County Road 1 Denver, CO 80216-6625 Box 115 Erie, CO 80516 VI-1545 Bryce Kirk and Hill-N-Park, Incorporated 4405 Carlsbad Drive P.O. Box 929 Greeley, CO 80634 Greeley, CO 80632 VI-1534 VI-1540 Larry Alford - Batty Burcey Betty L. 6 Jacob J. Dawson Mary 6 Iven Kuehn 511 U.S. Highway 85 15813 Higgins Avnnue Brighton. CO 80601 Brighton, CO 80601 VI-1543 VI-1544 William L. S Shirley J. Silvers Loyal O. Case 10608 Weld County Road 7 4707 Yellowstone Drive Longmont, CO 80501 Greeley, CO 80634 VI-1542 Alice M. Hingley Estate Hingley Farms c/o Albert C. Kline and Company 3395 East Virginia Avenue Denver, CO 80209 906512 Board of County Commissioners June 7, 1990 Page 2 The Department of Planning 'Also recommends that the County Attorney be authorized to proceed with legal action against any other persons occupying the properties, any persons claiming an interest in the properties, and any persons acting in active concert with the identified parties. Copies o£ the violation materials are available at the Department of Planning Services' office or the Weld County Attorney's office. 30512 RESOLUTION RE: DECLARING THE INTENT OF THE BOARD OF COUNTY COMMISSIONERS OF THE COUNTY OF WELD, COLORADO, TO CREATE A LOCAL IMPROVEMENT DISTRICT WITHIN THE COUNTY, TO BE DESIGNATED AS WELD COUNTY 71ST AVENUE LOCAL IMPROVEMENT DISTRICT NO. 1990-1, ADOPTING DETAILS AND SPECIFICATIONS THEREFORE, ORDERING THE PUBLICATION AND MAILING OF NOTICES OF HEARING TO THE OWNERS OF THE PROPERTY IN SAID DISTRICT WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and RevisedE Sttatut Statutes, as accordance certain Section improvements Colorado may be initiated by action of the Board of County Commissioners upon petition subscribed by owners of property who would bear more than one-half of the total proposed assessments within the district, and WHEREAS, the Board of County Commissioners has determined to create a local improvement district which includes portions of Sections 8, 9, 16 and 17, Township 5 North, Range 66 West, in relation to the 6th Principal Meridian in an unincorporated portion of Weld County, Colorado, in an area west of Greeley, between U.S. Highway 34 Bypass, and U.S. Highway 34 Business e particularly described as Subdivision Second and Third l t Filings- Lots1 and 2, 1st eplataof Bird Subdivision; and Peterson-Alexander Subdivision, excepting Lot 5, Block 1; and for each individual parcel of land adjoining 71st Avenue between U.S. Highway 34 Business Route and U.S. Highway 34 Bypass more particularly described in Exhibit "A", attached hereto and incorporated by this reference. Said creation of the local improvement district is based upon the petition of owners of lots and parcels in said proposed local improvement district representing more than 50% of the proposed assessed valuation. The petition has been filed with the Clerk to the Board of County Commissioners and is attached hereto as Exhibit "B", to construct certain improvements on 71st Avenue between U.S. Highway 34 Business Route (also known as West 10th Street) and U.S. Highway 34 Bypass, which improvements are as described in this Resolution, and WHEREAS, the Board finds it is in the best interest of the inhabitants of the area to provide the following improvements to 71st Avenue as follows: 1. To shape, grade, drain, prepare the base, and pave the above described roads to a resulting roadway with r (a--) � S7)O0/.5 /I/�. � r, -!�� -� -ra , - 900483 �� Page 2 RE: DECLARE INTENT - 71ST AVENUE LOCAL IMPROVEMENT DISTRICT 12-foot travel lanes with 6-foot shoulders on the above described Weld County Roads. 2. The base course preparation is to include final grading, wetting and compaction. 3. Placement of three inches (3") of hot bituminous pavement on the above described portion of 71st Avenue. All work is to be built according to Weld County specifications and be approved by the weld County Engineer. 4 . Major construction quantities include 4,590 tons of hot bituminous pavement. WHEREAS, Weld County will provide all administrative, engineering, and base preparation work separate from the creation of the local improvement district, which base course shall consist of six inches of aggregate base course on the above described road, and installation of culverts necessary to accomplish drainage incident to the road improvements, and cost of paving in excess of that contributed by the local improvement district, and WHEREAS, the Board of County Commissioners shall consider all protests and objections that may be made £n connection with the proposed improvements, before ordering the construction thereof, and WHEREAS, preliminary plans, specifications, estimates of costs, maps, and schedules for the proposed improvements have been presented to the Board of County Commissioners, and WHEREAS, in accordance with Title 30, Article 20, Part 6, it is necessary that a preliminary order be made, adopting full details and specifications, describing the materials to be used, determining the number of installments and time in which the cost of the improvements shall be payable, the rate of interest to be paid on unpaid and deferred installments, estimate of costs and a schedule showing approximate amounts to be assessed on the lots and parcels of the property within the district and those benefitted by the district, and WHEREAS, this Resolution has been considered at a public meeting of the Board with notice by letter to each of the owners according to the records of the Weld County Assessor of property located within Knaus Subdivision, Second and Third Filings; 1st Replat of Bird Subdivision; Peterson-Alexander Subdivision; and each parcel or lot fronting on 71st Avenue between U.S. Highway 34 Bypass and U.S. Highway 34 Business Route, and 900483 Page 3 RE: DECLARE INTENT - 71ST AVENUE LOCAL IMPROVE ENT DISTRICT WHEREAS, after consideration of the petition and testimony at the meeting, it has been determined that the improvements described hereinafter are primarily for the benefit of the owners of the property described in Exhibit "A" herein and that the benefits are most equitably shared as follows: each lot within Knaus Subdivision, Second and Third Filings; and Peterson-Alexander Subdivison, except Lot 5, Block 1, shall be assessed $350.00, and each remaining lot or parcel within the local improvement district shall be assessed $1,900.00, and WHEREAS, the Board of County Commissioners is authorized, pursuant to CRS, Section 30-20-606 (1) , tc determine special benefits for the purposes of assessing particular property within a local improvement district, and WHEREAS, this Resolution shall constitute the preliminary order required by the law. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado: A. That the Board of County Commissioners of Weld County does hereby declare its intent to create a local improvement district within the County, for the construction and installation of the improvements more particularly described in the notice hereinafter set forth. B. That the Engineer' s reports, together with preliminary details, specifications, estimates of costs, maps and schedules are hereby approved and adopted by the Board of County Commissioners for the proposed use in the construction of the improvements to be made in the proposed improvement district. C. That the materials to be used in constructing the proposed improvements are stated in the notice hereinafter set forth. D. That the assessment to be levied for the improvements shall be due and payable within thirty (30) days after the effective date of the assessing Resolution. However, all such assessments may be paid at the election of the owner, in ten equal, annual installments of principal together with installments of interest on unpaid installment at an interest rate of nine percent (98) simple interest per annum. The first of said installments of assessment shall be due and payable at such time as will be indicated in the assessing Resolution or Ordinance. The remainder of the annual installments of assessments and annual payments of interest shall be flue and payable successively on the same days and each year thereafter until all are paid in full. 900483 i Page 4 RE: DECLARE INTENT - 71ST AVENUE LOCAL IMPROVEMENT DISTRICT E. That the property to be assessed for said improvements shall be the properties specifically benefitted by said improvements and more particularly described in the notice. F. The Clerk to the Board shall give notice o£ the hearing on the construction of the improvements by publication in one (1) issue of The New News and one (1) issue of the Greeley Tribune, the publication in The New News to be not less than thirty (30) days prior to the date of the hearing. In addition, the notice, being a brief written synopsis for the proposed improvements pursuant to Section 30-20-603 (2) (b) , Colorado Revised Statutes, shall be delivered or mailed by First Class mail to each property owner within the proposed district. The delivered or mailed notice shall be made not less than ten (10) days before the hearing. Said notice shall be in substantially the following form: (Form of Notice of Hearing; NOTICE Docket No. 90-17 OF A PROPOSITION TO CREATE A LOCAL IMPROVEMENT DISTRICT IN WELD COUNTY, COLORADO, TO BE KNOWN AS WELD COUNTY 71ST AVENUE LOCAL IMPROVEMENT DISTRICT NO. 1990-1, FOR THE PURPOSE OF CONSTRUCTING AND INSTALLING STREET IMPROVEMENTS TO INCLUDE COMPACTION, GRADING, AND PAVING, . TOGETHER WITH ANY NECESSARY INCIDENTALS, TO CERTAIN ROADS THEREIN, AND OF A PUBLIC HEARING THEREON. All owners of real estate and property hereinafter described and all persons generally, are hereby notified that the Board of County Commissioners of weld County, Colorado, has adopted a Resolution declaring its intent to create a local improvement district within an •.,incorporated area of Weld County, Colorado, to be designated as Weld County 71st Avenue Local Improvement District No. 1990-1, for the purpose of constructing and installing street improvements to include compaction, grading, and paving, together with any necessary incidentals, and to assess the cost of said improvements as proposed by petition of owners of the property who would bear more than one-half of the total proposed assessment within the district, all in accordance with the laws of the State of Colorado. 1. All persons are further notified that the type of improvements proposed and the streets to be: improved are as follows: 900483 Page 5 RE: DECLARE INTENT - 71ST AVENUE LOCAL IMPROVEMENT DISTRICT 71st Avenue between U.S. Highway 34 Business Route and U.S. Highway 34 Bypass; in an area generally west of the developed portion of the City of Greeley, Weld County, Colorado. The improvements include shaping, grading, draining, and paving the above described roads. The major construction quantities include approximately 4,590 tons of hot bituminous pavement. 2. The area to be included within the district includes portions of Sections 8, 9, 16 and 17, Township 5 North, Range 66 West, in relation to the 6th Principal. Meridian in an unincorporated portion of Weld County, Colorado, in an area west of Greeley, between U.S. Highway 34 Bypass, and U.S. Highway 34 Business Route, more particularly described as lots within the Knaus Subdivision, Second Filing, as recorded at Book 741, Reception No. 01662603; Knaus Subdivision, Third Filing, as recorded at Book 741, Reception No. 01662604; Lots 1 and 2, 1st Replat of Bird Subdivision, as recorded at Book 1255, Reception No. 02205008; and Peterson-Alexander Subdivision, excepting Lot 5, Block 1, as recorded at Book 918, Reception No. 01840116; and for each individual parcel of land adjoining 71st Avenue between U.S. Highway 34 Business Route and U.S. Highway 34 Bypass more particularly described in Exhibit "A", attached hereto and incorporated herein by this reference. 3 . The assessment for said improvements may be paid in ten (10) equal annual installments of principal together with installments of interest on unpaid installments at an interest rate of nine percent (98) simple interest per annum, 4. The assessment will be due and payable without demand within thirty (30) days from and after the final publication of a • Resolution assessing the cost of said improvements, against the real property described herein in Paragraph 2. In the event any owner of real property shall fail to pay the whole of such assessment against his or her property within said thirty (30) days, then the whole cost of the assessment against such property shall be payable in not more than ten (10) equal, annual installments of principal with interest on the unpaid installments, as aforesaid. The first of such installments shall be due and payable at such time as may be determined in and by the assessing Resolution or Ordinance and the remainder of said installments shall be due and payable successively on the same day 900483 a Page 6 RE: DECLARE INTENT - 71ST AVENUE LOCAL IMPROVEMENT DISTRICT M in each year thereafter, unless otherwise determined by the Board of County Commissioners, until they are paid in full. • 5. As shown by the estimates of the Weld County Engineer, the total cost o£ the street improvements, including base work, paving and administrative costs, is estimated not to exceed $260,000.00. This represents an estimate of the cost of the labor and materials for installation by contract of the hot bituminous pavement and base preparation. The paving is estimated to cost $98,000.00. The Board of County Commissioners, pursuant to CRS 30-20-606, has preliminarily found and determined that each and every described lot or parcel will specifically benefit from the proposed improvements based on the following facts: a. The market value of each of the properties will increase; b. The proposed improvements will adapt the property to a more profitable use; c. There will be an alleviation of fugitive dust, eliminating the health hazards to the bemefitted properties and to users of the public roads to be improved; d. The alleviation of fugitive dust will reduce maintenance costs to the subject properties and paving will lessen the • maintenance required for a public road; and e. The proposed improvements will facilitate access to each • o£ the properties and thereby increase the convenience of the use of said property. Based on the findings and determinations of the Board of County Commissioners, it is intended that some of the costs of the street improvements will be assessed against all of the above described lots, parcels, and tracts in the following fashiem: All • lots within Knaus Subdivision, Second and Third Filings; and Peterson-Alexander Subdivision, except for Lot 5, Block 1, shall • be assessed an amount not to exceed $350.00 and all other lots and • parcels adjoining 71st Avenue between U.S. Highway 34 Business Route and U.S. Highway 34 Bypass shall be assessed an amount not to exceed $1,900.00; in both cases the amounts exclude penalties and interest. • Property owners are specifically referred to the schedule of estimated proposed assessment on file in the office of the Clerk to the Board from which the approximate amount to be assessed against any particular lot, tract, or parcel of property may be determined. THE COUNTY OF WELD WILL ASSUME PAYMENT OF ANY AMOUNT 900483 Page 7 RE: DECLARE INTENT - 71ST AVENUE LOCAL IMPROVEMENT DISTRICT IN EXCESS OF THE $74,250.00 TO BE CONTRIBUT;3D BY MEANS OF THE ASSESSMENTS. 6. Upon completion of said improvements, or as soon as the total cost thereof is definitely ascertained, the cost of the total improvements shall be apportioned equally to each of the above described lots and parcels. Notice of such apportionment shall be given, and a hearing will be held prior to the adoption of a Resolution or Ordinance assessing such cost, all as provided by law. 7. Not less than thirty (30) days after the publication of this Notice, a Resolution authorizing said improvements will be considered by the Board of County Commissioners, to-wit: Wednesday, the 18th day of July, 1990, at 10:00 A.M. , or at an adjourned meeting thereafter, in the meeting room of the Weld County Centennial Center, 915 10th Street, Greeley, Colorado. 8. A map, estimate, and schedule showing the approximate amount to be assessed and all Resolutions and proceedings are on file and can be seen and examined by any persons at any time during business hours on, or before, the datte referred to in paragraph 7. 9. All complaints and objections than:: may be made in writing concerning the proposed improvements by the owner or owners of any real property to be assessed will be heard and considered by the Board of County Commissioners at the meeting specified above, or at some adjournment thereof, before final action shall be taken. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO By: MARY ANN FEUERSTEIN COUNTY CLERIC AND RECORDER By: Mary Reiff, Deputy DATED: June 6, 1990 PUBLISHED: June 14, 1990, in The New News G. The Board of County Commissioners, pursuant to Colorado Revised Statute 30-20-606, hereby finds and determines that each of the herein described lots and parcels will specifically benefit from the proposed improvements based on the following facts: 900483 Page 8 RE: DECLARE INTENT - 71ST AVENUE LOCAL IMPRO VEMENT DISTRICT a. The market value of the property will increase; b. The proposed improvements will adapt the property to be more profitable use; c. There will be an alleviation of fugitive dust, eliminating the health hazards to the benefitted properties and to users of the public roads to be improved; d. The alleviation of fugitive dust will reduce maintenance costs to the subject properties and paving will lessen the maintenance required for a public road; and e. The proposed improvements will facilitate access to the properties and thereby increase the convenience of use of said properties. Based on the findings and determinations of the preceding paragraph, it is intended that some of the costs of the street improvements will be assessed against each of the herein described lots and parcels. H. The costs of paving to be assessed the lots and parcels will not exceed $74,250.00 total. I. All resolutions, or parts thereof, in conflict with the provisions hereof be, and the same hereby are, repealed. The above and foregoing Resolution was, cn motion duly made and seconded, adopted by the following vote on the 6th day of June, A.D. , 1990.‘77ATTEST: BOARD COUNTY COMMISSIONERS WELD TY, CO RADO Weld County lerk and Recorder ir and Clerk, to the Board ene R. Brantner, C airman George Kennedy, Pro-Tem eputy ounty C er // APPROVED AS TO FORM: e Baer-e � telece-ate- Constance L. Mar ert -� .c ; y .�. f t ounty Attorney EXCUSED Gordon E. Lacy 900483 EXHIBIT ^A^ Lots 1-21, inclusive, ,Knaus Subdivision, 2nd Filing, as recorded at Book 741, Reception No. 01662603, in the records of the Weld County Clerk and Recorder; Lots 1-6, inclusive, Block I; Lots 1-10, inclusive, Block 2; Lots 1-4, inclusive, Block 3; Lot 1-8, inclusive, Block 4; and Lots 1-8, Block 5, all in Knaus Subdivision, 3rd Filing, as recorded at Book 741, Reception No. 01662604, in the records of the Weld County Clerk and Recorder; Lots 1 and 2, 1st Replat of Bird Subdivision, as recorded at Book 1255, Reception No. 02205008, in the records of the Weld County Clerk and Recorder; Lots 1-4 and 6-8, inclusive, o£ Block 1, and Lots 1-7, inclusive, Block 2, Peterson-Alexander Subdivision, as recorded at Book 918, Reception No. 01840116, in the records of the Weld County Clerk and Recorder; Together with the following described parcels: 900483 • sC ' PARC : 095909000001— • • LEGAL DESCR LINES: • .. 1 .743'2-C PT W2SW4 9 5 66 DEG W4 CUR • OF SEC THENCE S89D10'E 238.29 ' SOD03'W 186.37 ' NO8D29 ' W 38.55' N183.53' TO DEG EXC UPRR CO RES LA REC • EXEMF .RE-635!.1516 71 AV% ( . 13R) FARC : 095909000002- . LEGAL DESCR LINES: 17438 •W2SW4 9 '5 66 -EXC DEG"2827265' "S OF• NW " ' ' • COIF SEC 9 S88D29'E 238.55' SOD03'E 11 .08 ' • S39D11 ' W 38.62' N131 .50' TO BEG ( .694A M/L)EXC • BEG' SW CDR OF SEC THENCE S89D09 'F 370.47 ' N311 ' • S89D09' E 540 ' S311 ' TO CEN CO RD 058 (20TH ST) • ' THENCE NO9D09 'W 540' TO BEG ALSO EXC BEG W4 COR• OF SEC THENCE S89D10'E 233.29 ' SOD03 ' W • • 186.37' N88D29 'W 238.55' Ni83.53.' TO BEG EXC •• UPRR CO LB REC EXEMF RE-635(2.50R1 .47L) ; • • PARC: 095909000005- • • • LEGAL DESCR LINES: • • • • 17440—A NW COR NWANW4 9 5 66 17 RDS' E 6 W (. 9 RDS • N & S. (HAZELTON SCHOOL) F'ARC : o9s9o900000a= LEGAL DESCR LINES: •• 17438 -A PT W2SWa 9 5 66 DEG 2827.65' S OF NW r.UR SEC 9 S88D29 'E 238.55' SOOD03'E 121 .88 ' S89D11 ' W • 238.62' N131 .50 ' TO DEG ( .674A M/L) EXC UPRR CO RES .. ' PARC: • 095909000075- • LEGAL DESCR 'LINES: , • 17440 NW4 9 5 66 EXC 17RDS E 1, W 6 9RDS N 6 • S IN ' NW CO1•( NW4NW4 ( 1A) EXC FT NW4 DEG 263. 12 ' S NW • COR S89D11 ' E 242' S360 ' N89D11 ' W 242' N360 ' TO BEG ALSO EXC KEG S89D11 ' W 30 ' FROM W4 COR iJ'1 . 17 ' • •S89D11 'E 212' N360' N89011 ' W 212' N525.79 ' NII7D56 ' E 55.58' N69D10'E 194.70 ' h131D37 ' E 380. 39 ' S83D39 ' E 193.23 ' S55D06'E 19.1.62' SO9D31 ' E 276.91 ' .S0D51 ' W 911 . 14 ' N89D11 'W 1229.34 ' TO BEG ALSO EXC • UPRR RES ( 1 RES 3.408) %6523 10TH ST:: • • PARC : 095909000076- . -- • • • • LEGAL DESCR LINES: 17440-D FT NW4 9 5 66 BEG 263. 12'S NW COR • • S89DSi ' E 242' . S360' N89D11 'W 242 ' N360 ' TO BEG ALSO DEG S89D11 'W 30 ' FROM W4 COR N'21 . 17 ' SO9D11 ' E 212' N360' N89D i i 'W 21 .'2' N525.77 ,, NO7D56 ' I5. 55.511 ' • N69D10 ' E 194 .70 ' N81D37'E 380.09 ' S031)39 ' E 193.23 ' S_55D06 ' Ei 194.62' S89D31 ' E 276.91 ' SOD51 ' W 911 . 14 ' N89Di1 ' W 1229.34 ' TO .BEG EXC UPRR RES ( .60R) 90(LIE3 mar PARC : 095717000024- LEGAL DESCR LINES : 17596A SE4 17 5 66 BEG AT E4 CUT: OF SEC W1000 ' ' S435.6' E1000 ' N435_6' EXC UPRR RES ( .^5R) 7..2.123 71 AV% • PARC : 095917000027- LEGAL DESCR LINES: . • 17596-B PT SE4 17 5 66 'BEG SOD22 ' W 435.60 ' FROM E4 COR OF SEC CONT SOD22 'W 330 ' N39D57 ' W • 739.35 ' S46D39 'W 145.25' N87D45 'W 390.07 ' N381)30 ' W 912.32' NOD07 'W 307.69' S39D57' ,_ 1662.31 ' SOD'2 ' W 435.60 ' S39D57 'E 1000' TO BCC ( .25R) %2435 71 AVE% PARC : 09591 , 000040-' LEGAL DESCR LINES: 17596 PT SE4 17 5 66 EXC DEG E4 CUR OF SEC W1000 ' • • S435.6 ' E1000 ' N435.6$ - TO BEG ALSO EXC pEG .S0D22 ' W • 435.60 ' FROM E4 CUR OF SEC SOD22' W 330 ' NO9D`_i7 ' W 739.35 ' S46D39 'W 145.25 ' NO7D45 'W 890.0'7 ' NOOD30 'W 912.82' NOD07'W 967.69 ' SO9D57' E 166'2.31 ' SOD22' W 435.60 ' S89D57'E 1000' TO BEG (20R5D) • ;:2775 71 AVE% • • PARC : 095917000043- LEGAL DESCR LINES: 17593 PT NE4 17 5 66 BEG 30' W 6 SO9D55 ' W 30 ' FROM NC COR OF SEC THENCE S223.50' S89D5541 194 .90 ' N223:50 ' NO9D55' E 194.90' TO BEG (LOT-A REC EXEMPT RE-891 %2025 71 AVZ PARC : . 095917000065- • LEGAL DESCR LINES: 17593-A E3NE4 1'7 5 66 EXC BEG 30' S 6. S89D55 ' W 30 ' FROM NE COR OF SEC THENCE 52:23.50 ' S89D55 ' W 194.90 ' N223.50' N89D55' E 194.90 ' TO BEG LOT-B REC EXEMPT •RE-891 „ • • PARC: 095908000024- LEGAL DESCR LINES: 17408-K PT S2NE4 8 5 66 COMM NE COR OF SEC 51331.41 ' & N89D59'W 30' TO TRUE POB S280 .8 ' W284 .91 ' S48D16'W 335.18 ' N74D59 'W 238.52' S74D41'W 535' S35D50 'W 208.64 ' NOD06'W 752.63 ' TO S LINE KNAUS SUB 3RD FILING S89D59 'E ALONG S LINE OF KNAUS SUB 2ND & 3RD FILINGS 1404 .93 ' TO BEG LOT A REC EXEMPT RE 1213 PARC: 095908000022- LEGAL DESCR LINES: 900483 17408-C PT S2NE4 8 5 66 BEG S2055 .59 ' FROM NE COR or SEC 4:234 .13 ' N152.9 ' S85D13 'W 61 ' N74D59 'W 279.48 ' N48D16'E 335.18' E314 .91 ' S443 .38 ' TO BEG • • 1717 71 LVL PARC : 095903000014- LEGAL DESCR LINES : 17403-8 PT S2NE4/N2SE4 . 3 5 66 BEG AT PT 2055 .57 ' S FROM NE CDR SEC S ALONG E LN 565 .95 ' W30' TO W R/W LN CO RD SS5D06 ' W 243.371 N711 .31 ' E204 . 13 ' TO W. R/W LN CO RD E30' TO BECZ1923 71 AV - PARC: 095908000013- LEGAL DESCR LINES: 17403G PT SE4NE4/NE4SE4 8 5 66 LEG 2646..92 ' S h 30 ' W OF NE COR OF SEC 8 S291 .26' N39D47 ' W 415.51 ' N55D06 ' E 506.57' TO BEG - _ • ' _ PARC: 095909000012- LEGAL •DESCR LINES:17403H PT NE4SE4 8. 5 66 BEG 2940. 18' S h 30 ' W OF NE COR OF SEC 3 S180' N89D47'W 596.79 ' N66.25 ' N62D53 'E 80.3 ' N55D06'E 133.33' S89D47 ' E 415.51 ' TO BEG%1545 71 AV% ,PARC :• .095903000011- LEGAL DESCR LINES: 17400F PT N2SE4 8 5 66 BEG 3120. 18 ' S 8 30 ' W OF NE COR OF SEC 8 S180' N89D47'W 596.79 ' Ni 30 ' S39D47 ' E 596.79' TO BEG • • PARC: 095908000010- LEGAL DESCR LINES: . . . 17408E FT NE4SE4 8 5 66 DEG 3300. 18 ' S & 30 ' l=. W O NE CUR SEC 8 S130' N89D47 ' W 596.•79 ' N100 ' S89D47 ' E 596,79 ' TO BEG (2,46A M/L) . PARC : 095908000009- LEGAL DESCR LINES: • 17408D PT NE4SE4 8 5 66 BEG 3480. 18 ' S & 30 ' W or • NE COR SEC 8 S130' N89D47 'W 596.79 ' N130 '• S39D47 ' E 596.79 ' TO BEG (2.46A M/L) %1627 71 AT/. • • PARC : 095916300003- LEGAL DESCR LINES : 9©04133 17590A PT SW4 16 5 66 BEG SOD05'E 465.58 ' FRom W4 • COR N89D54 ' E 530.80 ' SOA05 'E 180' S39D54 'W `30.00 ' NOD05'W 130' TO BEG %2520 71 AV/, • • • P-AiC : 095916000001 - .• - LEGAL DESCR LINES: '17591 W2NW4 16 5 66 (3R) %.6990 W20 ST ' r-ARC: 095908000007- • . LEGAL DESCR LINES : • 17410 S2SE4 8 5 66 EXC UND INT OG6M (3R) pARC : 095908000018- LEGAL DESCR LINES: - - 17407P PT N3NE4 0 5 66 PEG N89D29'E 803 ' FROM N4 COR N89D29 'E 170.75' SOD31 'E 255. 11 ' S89D29 ' W • 170.75 ' NOD3f 'W 55. 11 ' TO DEG%7500 W10 ST% • PARC : 095908000020- LEGAL DESCR LINES: • 17407A FT NE4NE4 8 5 66 DEG AT NE CUR SEC 0 W233.5 ' S373' E233.S' N373 ' TO PEG (2A M/L) .%710£3 W 10TM ST% - • PAI'((.: 095908000008- ' LEGAL DESCR LINES: . 1740;3A PT NE4SE4 85 66 PEG S3660. 18 ' & 30 ' W OF NE COR OF SEC S291 .96 ' N89D47'W 59'6.79 ' N291 .96 ' S89D47 ' E 596.79' TO IsEGZ1727 71 MIX ' • • • • • 900483 • .., EXHIBIT "B^ - �. ... TO PETITION FOR LOCAL IMPROVEMENT DISTRICT TO: Board of County Commissioners Weld County, Colorado P. O. Box 758 Greeley, Colorado 80632 FROM: We, the undersigned, citizens of Weld County, who are owners of record of real property proposed to be assessed a portion of the costs for the entire project, and which property will benefit from improvements in the area . of (describe general area to be improved) : 71st Avenue between U.S. 34 Business Route (also known as West 10th Street) and U.S. 34 Bypass; situated in Weld County, Colorado, do hereby petition the Honorable Board of County Commissioners of the County of weld, State o£ Colorado, for the formation of a local improvement district pursuant to CRS, 930-20-601 , et seq. We, represent that the real property listed in this petition (s) will be assessed more than ore-half of the $74, 250 .00 in cysts proposed to be assessed to the local improvement district. Such improvement district is for the purpose of (may include road improvements, street lighting, or drainage) : Road improvements and drainage incident to '.road improvements. The specific improvements we wish to have constructed are as follows (designation of specifics, optional) : Shape, grade, drain, and pave the above-described road. we request that the following materials be used: Six inches of aggregate basecourse and three inches of asphalt pavement on 71st Avenue, and culverts necessary to accomplish drainage. The specific time and manner of assessments we recommend is as follows: The property owners be assessed $350.00 per lot for all lots within xnaus Subdivision 2nd, and 3rd Filings, and Peterson- Alexander Subdivision, excepting Lot 5 ,s Block 1; and $1,900.00 per each individual parcel of land adjoining 71st 90083 MEMMEmmr ��..� (_ Avenue between U.S. 34 'Business Route and U.S. 34 Bypass, including lots 1 and 2 of Bird Subdivision 1st Replat, for the cost of materials and labor for the installation of asphalt. The assessment shall be payable either in full, without interest, or over a ten-year period at the rate of nine percent (9%) simple interest per annum. We further understand and acknowledge that we are to be responsible individually for any grading or other adjustments to our driveways and culverts necessitated by such project. Do not sign this petition unless you are an "owner" of real property bene£itting from the project and requesting to be assessed costs of the improvements. An owner is a person holding fee title to real property. You are an "owner" if you hold a contract to purchase real property which obligates you to pay general taxes on that property. In that instance, the seller may not sign this petition. CRS, $30-20-602 (3) and 603 (3) . (Do not sign Mr. and Mrs. - sign individually) (Do not sign this unless you have read all of the text) SIGNATURE NAILING ADDRESS DESCRIPTION 07 DATE OF IS TIM PRIMED NANE PROPERTY SIGNING PROPERTY (Title) WITHIN A NL7fICIPALITY7 '7.2a i2/i ��f 477SQ,hr rA-A0 /C/o x/44., 7—.P 9 Nr /�-- - - �� 7010 414 fir" SAnr� o 00 s`C` — �_./9-9 A nrld I Ce' /44471cTo 1 t ax'ri k ary s /�e -.� i Pau 1 '' // eke., „ e l (w !i-G� 900483 �- (-5/87 Update SIGNATURE MAILING ADDRESS DESCRIPTION OF DATE OF IS IRIS PRINTED NAME PROPERTY SIGNING PROPERTY (Title) VITNIN A RR -- mmiCIPALrm .T—oetil".2stJd.L�C�lal. Mitt g w. n.4'9- St4ws 41-.- s-7190 No__ ken a ca e Ae a (1,a-4. 1 R 7 � STATE OF COLORADO ) ) OS. AFFIDAVIT OF' CIRCULATOR COUNTY OF WELD ) I, be first duly sworn, depose and say that my address is being /2 U-1`S. _ dA7Psoc , C., , that I have circulated the within Petition, that each signature thereon was affixed in my presence, and that each signature thereon is a signature of the person that it purports to be and that, to the best of my knowledge and belief, each person signing the petition was, at the time o signing, an "owner" of real property proposed to be as sed enefitted. -----/-14—' T�6c- S nature of Circulator Printed Name SUBSCRIBED AND SWORN to before me this R•f`( day of `yi71 , 19f2n. WITNESS my hand and official seal. ,'� , D Noiebna / y Public My Commission expires: /V477 9004133 , • PETITION FOR LOCAL IMPROVEMENT DISTRICT TO: Board of County Commissioners Weld County, Colorado P. O. Box 758 Greeley, Colorado 80632 FROM: • We, the undersigned, citizens o£ Weld Cour.,ty, who are owners of record of real property proposed to be assessed a portion of • the costs for the entire project, and which property will benefit from improvements in the area of (describe general area to be improved) : 71st Avenue between U.S. 34 Business Route (also known as West 10th Street) and U.S. 34 Bypass; situated in Weld County, Colorado, do hereby petition the Honorable Board of County Commissioners of the County of Weld, • State of Colorado, for the formation of a local improvement district pursuant to CRS, 530-20-601 , et seq. we represent that the real property listed in this petition (s) will be assessed more than one-half of the $74 , 250.00 in coats proposed to be assessed to the local improvement district. Such improvement district is for the purpose of (may include road improvements, street • lighting, or drainage) : Road improvements and drainage incident to road improvements. The specific improvements we wish to have constructed are as follows (designation of specifics, optional) : Shape, grade, drain, and pave the above-described road. We request that the following materials be used: Six inches of aggregate basecourse and three inches of asphalt pavement on 71st Avenue, and culverts necessary to accomplish drainage_ The specific time and manner of assessments we recommend is as follows: The property owners be assessed $350.00 per lot for all lots within Knaus Subdivision 2nd, and 3rd Filings, and Peterson- Alexander Subdivision, excepting Lot 5, Block 1; and $1,900.00 per each individual parcel of land adjoining 71st 900483 immelmm.nIMMIN ._ Avenue between U.S. 34 Business Route and U.S. 34 Bypass, including lots 1 and 2 of Bird Subdivision 1st Replat, for the cost of materials and labor for the installation of asphalt. The assessment shall be payable either in full, without interest, or over a ten-year period at the rate of nine percent (92) simple interest per annum. We further understand and acknowledge that we are to be responsible individually for any grading or other adjustments to our driveways and culverts necessitated by such project. Do not sign this petition unless you are an "owner" of zeal property benefitting from the project and requesting to be assessed costs of the improvements. An owner is a person holding fee title to zeal property. You are an "owner" if you hold a contract to purchase real property which obligates you to pay general taxes on that property. In that instance, the seller may not sign this petition. CRS, S30-20-602 (3) and 603 (3) . (Do not sign Mr. and Mrs. - sign individually) (Do not sign this unless you have read all of the text) SIGNATURE !LULING ADDRESS DESCRIPTION OF DATE OF IS THIS PRIMED NAME PROPERTY SIGNINC PROPERTY (Title) YITSIN A MOICIPALITY7 "MO Urte/ to y / 7 4` -AO-90 ito w1'er B .IA ' a,d F,/�j a 91011/4.9,94. l��yp_y Na.� \ - Akre. G /� izt .!� yn n- diesearza 2/O 5. � ,jr,d Fj�l,� L t? Ow'vr 1/4 ?ASS afrd Fite 7 e-,9 ----9-^ //3 3 .27:( L 6 `1--//-yo `/a �,,cr c7., ire,, a rf„,„ //5S 7.2 104, 0 y by /1/-90 NO `�Jo+IN K. ero2w 4d a „mil File 4,24„," •�1i t^'.e t //SS P Ave # If 7/L- /g2 O k& jancdRw#I it, GoemAN 900483 mmilimmmmomm.- , 6/87 Update ' I • SIGNATURE MAILING ADDRESS DESCRIPTION OF DATE OF PRINTED NAME IS mu PROPERTY SIGNING PROPERTY WITHIN A MUNICIPALITY? Ll11YLitichte_actifG,.. !Igo 15'` 14,)L ko+ 46 r;l;N9 ” AlIN/ga Ai° . . ienx-ir _ -aft ld��fr_'o4___. L o f 3 Ci�44,.0-caddeLaacrs.§._. ✓ 1,07.x/ p' 1. ,cs, ant Oat' Aac�-4 Erne./_67.. .... n 4- ors 4, d`!r'Y y_.2/-?d n v 640“, Mat c<, zatt _MIA 40e4;fr- Elie (Wake AisA 7 y1/-Qe no Aff 1 IPt /d, "MY 8;40 04 iiti ? , .-Si f lom t _ ail V/0 //1-45 .doe' /7 9 AM/t/-1- /0/. 2niA- .N t-Jo�a ,v o _M. 7/ov iii L_o7 I? `,- Fic iNG02 y-3°-9° Al O a y.L, 1 Qsaelv., bt 6 1133 `7a 4.ut S co,,d Y-30- go 1\10 Att..11 tetir.g5 5. Y3,jLl,7 92O6 W / L D i-i I ,I.r t. y j 300_ /1/u 900483 , 6/87 Update • SIGNATURE MAILING ADDRESS DESCRIPTION OF DATE OF PRINTED NAME IS THIS (Title) PROPERTY SIGNING PROPERTY WOW A MUNICIPALITY' • p Iry /iz 1r ro Rri)( /1/o • f//q 11D3 • flat/into all74ezeii.teLQ2:.12/a,5- AsThic21O1/ umifisi -zL �o • ?" JOr � AV/a0<S .5c.h. � 7�- 9!) /9C • t. 900483 s ( ;/87 Update SICNAILRE NAILING ADDRE;S DESCRIPTION OF DATE OF IS THIS PRINTED NAME PROPERTY SICNI.YC PROPERTY (Title) KIRIN A ��r/'�""'"-"" MUNICIPALITY? ��A L� aid t�ci,��- ��y0 N9 12_.142= r.�lcyrl�¢r�cee /�Tips- le) , 3n��o Ai) D _ Lei la°ti` Lo G K,Sact...fittre_ri 34-v-p r-,•1/4‘.9 3 l Lags S=am � r r s-r(�� Ftu, z 5°79oAso STATE OF COLORADO ) ) ss. AFFIDAVIT OF CIRCULATOR COUNTY OF WELD ) I, being first duly sworn, depose and say that my address is 7/70 //se /7G f.-vrpl` co. , that I have circulated the within PetitiOh, that each signature thereon was affixed in my presence, and that each signature thereon is a signature of the person that it purports to be and that, to the best of my knowledge and belief, each person signing the petition was, at the time of signing, an "owner" of real property proposed to be assessed and benefitted. gna r o Cxrcu ator Printed otter Npe�"/2.74 SUBSCRIBED AND SWORN to before me this / day of /;74_t , 19fl. WITNESS my hand and official seal. � .� Ca� N ary-Public My commission expires: 0/4'/951 900483 F/11- • PETITION FOR LOCAL IMPROVEMENT DISTRICT TO: Board of County Commissioners Weld County, Colorado P. O. Box 758 Greeley, Colorado 80632 FROM: We, the undersigned, citizens of Weld County, who are owners o£ record of real property proposed to be assessed a portion of the costs for the entire project, and which property will benefit from improvements in the area of (describe general area to be improved) : 71st Avenue between U.S. 34 Business Acute . (also known as West 10th Street) and U.S. 34 Bypass; situated in Weld County, Colorado, do hereby Honorable Board of County Commissioners of the County ofpetition the State of Colorado, for the formation of a local improvement district pursuant to CRS, 530-20-601 , et seq. We: represent that the real property listed in this petition(s) will be assessed more than one-half of the $74, 250.00 in dusts proposed to be assessed to the local improvement district. Such improvement district is for the purpose of (may include road improvements, street lighting, or drainage) : Road improvements and drainage incident to road improvements. The specific improvements we wish to have constructed are as follows (designation of specifics, optionr•;) : Shape, grade, drain, and pave the above-described road. We request that the following materials be used: Six• inches of aggregate basecourse and three inches of asphalt pavement on 71st Avenue, and culverts necessary to accomplish drainage. The specific time and manner of assessments we recommend is as follows: The property owners be assessed $350.00 per lot for all lots within Knaus Subdivision 2nd, and 3rd Filings, and Peterson- Alexander Subdivision, excepting Lot 5, Block 1; and $1,900.00 per each individual parcel of land adjoining 71st, 900483 dem Avenue between U.S. 34 Business Route and U.S. 34 Bypass, including lots 1 and 2 of Bird Subdivision 1st Replat, for _, • the cost of materials and labor for the installation of asphalt. The assessment shall be payable either in full, without interest, or over a ten-year period at the rate o£ nine percent (98) simple interest per annum. We further understand and acknowledge that we are to be responsible individually for any grading or other adjustments to our driveways and culverts necessitated by such project. Do not sign this petition unless you are an "owner" of real property benefitting from the project and requesting to be assessed costs of the improvements. An owner is a person holding fee title to real property. You are an "owner" if you hold a contract to purchase real property which obligates you to pay general taxes on that property. In that instance, the seller may not sign this petition. CRS, $30-20-602 (3) and 603 (3) . (Do not sign Mr. and Mrs. - sign individually) (Do not sign this unless you have read all of the text) SICNATVRE MAILING ADDRESS DESCRIPTION OF DATE OP IS THIS PRINTED NAME PROPERTY SICNINC PROPERTY (TlCle) WITHIN A Nf7(ICIPALTTY: ,61,44/� e 27/a4#4,iausn a /..7,743- iN� bvs TIP Awa . V/?no No L7_C�1i_i nisuft '1S QU6i G4c.,..sY .....s6ld YA Pl". N NstyN Vitro ..rs .„ P `�'a /..553` 7/6? (d 5-7/soG �/1/9O �r' Cy c... tit s aNcigi # � �r 2.? �. j • C 6v«Irg G.& y&sr g 3- b � y" q" 9O E�° /53041/ Ant 153oi a Au 4.. r urnaY3 sl,,lihtl Sw Hw ttgliG. i cosoali n'y sw°%f y `1 ' 9• qD N v r )4 P ut g- s' 4 Qwn 1 . ♦ 01'1 i 1:.. Vt.'3'I). Ntze q-7-em A.10 ol `�lati, . �peg rtj s� �, `i-,-go ft0 ..,-w 7, 'err /607 7'/Na /4v7 r/ Ava, y,_ 7—qo Ano LEN 14 Flee at6yca teeecd y �•. o�-e-.- rod vy Pr. M%a5cit f z`227�� a-s-d4 X91 ,Y/7/96 Af0 90®48-®483 (` 6/87 Update 'V SIGNATURE NAILING ADDRESS DESCRIPTION OF DATE OF PRINTED NAME PROPERTY IS THIS (Title) SICNZNC RLY PROPE WITHIN A MUNICIPALITY' a y /boa i o sr- w sw i/2v/90 /. knez,4", z ELL/ Oti 4/cc �'� 900483 6/87 Update SIGNATURE MAILING ADDRESS DESCRIPTION OF DATE OF IS THIS PRINTED NAME PROPERTY SIGNING PROPERTY (Title) WITHIN A MUNIGIPALM? la-r•44.lrr, O.Ale•4> /7: 7.7/�t`An, MS"-71 .d" �,- .“4rct'.a/JWYS-- .4 C,.t. P-- Af^-z7.c-a 7_ 1990 7(4' ttrig O 0h 5oh IrazzMA*it PtNO-ifi, / 7 6-1272,...p - (s'rt�t 1e,..Gp 5— 46 y- 7-70 N " �'�; G. d7/03- ui' /oth, x/02 w.'/af4.st Y-T-yO .__0.4-!z.��---�cccr_--- strcd creel •bT••ce.,Ey, CoB..'.�.C /✓o Go%Mda 2o6py, '''E3��'� 'y r. e Al .,in.-- 4 attar; G ;•n At k scio 7-7° /1/a oG7 cc E J a7 7/ svc 1417_�-7 7/„0-.c 47, eit CNA cJ W. M ds.C /¢7• -7/helve 1f-7+ - 7/1-edrs G..n.yr A. menses- L 44190-Llh� to G ticeccy. 4 - 7-.50 /f/* ,k-y may $olff- JET. Alfr,%-P-r Le MAO fir +. 143 'l/.af i4 c IM°3 7/at Ave. G�ctey, CO Pi's* 4.%Ni 4-7-90 NO &43 4 554i 3-5-L.4 Serd kip fc „s /oa0 en-Na r toa//vl7_ Sioair 177= C'0(2 46.90- /o c, t/�;G.- 4J__Ms:C AVC __y_P°o�/�� .c, 0-r-44 l7- 7�o y1a Loas orkcs.usig T $e 3G./ �i�Qt ti`i� a`2�Y//.�ZuAtte ffi V I )5/(e 7! d l-A )5/b 11 ro.4vc. _�_1....Snags:42__ �Y££l£ P��W�%� Siv%2 1�-7-9G VC�kit/u-o a, tU LRb? A-O,14 w/sstau1,4, 4 -� �� &ate l ai eo /S14• 71 a..rc_ 9 -8-9 o Qv 9004233 ..../87 Update SIGNATURE NAILING ADDRESS DESCRIPTION OF DATE OF IS THIS PRINTED NAME PROPERTY SIGNING PROPERTY L7IIHIY. A (Title) MUNICIPAL= ,,05/..01: 467";110 Eli�rip ggia c� r/ Ercc%j' ya3yfb�tGl�3 ��/0�90 'Ami //greenv o 4451 7/ A Q �D3I �l a "f'i �/dygd go4,34{ 17-5-444 c�'"` Anna M. RP.a . y/i�/�d a4 za 7 srAvP AIM ?Ea-kilt h/D Xacclottet Ps S73-t 4 ,erk�a V. Birs soba9 p„��r,+cGAD�_ 6rzICey, C , P-+ _ l.4 � tr�- ar- 4/-,a-9v Sh /, /Gr �,.drrc.. �0 63 ,— STATE OF COLORADO ) AFFIDAVIT CF CIRCULATOR ss. COUNTY OF WELD ) I, being first duly sworn, depose and say that my address is /St/S 7/ Wat /4u - 6mote/A•/ CO 6,96,1e/ , that I have circulated the within Petition, that each signature thereon was affixed in my presence, and that each signature thereon is a signature of the person that it purports to be and that, to the . best of my knowledge and belief, each person signing the petition was , at the time of signing, an "owner" of real property proposed to be assessed and benefitted.84� ax- 4/%/ e /Y�o it r r S Signat Len re of Circulator Printed Name - ,,$$ BS RIBED AND S . RN to before we this c.77 day of 4` WITNESS my hand and official seal. Notary P x /300-7 s e' s- My commission expires: �.ay_9a 33D^47"�� 900483 1 r 6/87 Update SICSATURE MAILING ADDRESS DESCRIPTION OF DATE OF IS SLATS PRINTED NAME PROPERTY SICNINC PROPERTY (Title) WITHIN A MUNICIPALITY' 1-S Co C/O “Ariej g I.4 Hit' pt. SE 11,0/90 Na Q, 74hG $rt 66r.uk )1.-1--6 L ?CM- Colo 6-04,3.i rr STATE OF COLORADO ) ss. AFFIDAVIT CF CIRCULATOR COUNTY OF WELD ) T, being first duly sworn, depose and say that my address is /f /45. 445 by F. Ce-Sel C; 4:1‘eq , that I have circulated the within Petition, that each 'signature thereon was affixed in my presence, and that each sigrature thereon is a signature of ,the person that it purports to 5e and that, to the best of my knowledge and belief, each person signing the petition was, at the time of signing, an "owner" of real property proposed to be assessed and benefitted. All//y/� Signa ure of Circulator Printed Name UBSC�IBED AND SWORN to before me this oVy day of �' 19�. WITNESS my hand and official seal. tary Pu • 46 My commission expires: 4' —eV y 902 ye 900483 RESOLUTION RE: DIRECTING CLERK TO THE BOARD TO HAVE PUBLISHED EMERGENCY ORDINANCE NO. 157-A, SUPPLEMENTAL APPROPRIATION FOR 1990 WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners, on the 11th day of June, 1990, reviewed Emergency Ordinance No. 157-A, Supplemental Appropriation for 1990, and WHEREAS, it was determined by the Board that the Clerk to the Board be directed to have published said Emergency Ordinance No. 157-A. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Clerk to the Board be, and hereby is, directed to have published Emergency Ordinance No. 157-A, Supplemental Appropriation for 1990, said publication to be on June 14, 1990. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of June, A.D. , 1990. BOARD F COUNTY COMMISSIONERS ATTEST: WEL TY, COLORADO Weld County C erk and Recorder and Clerk to the Bo nneGh/R. Brant er, Chairman • • s Geor e Kennedy, P�em ---eae. eputy County er 4 APPR VED AS TO FORM: n$ an�Harbe t ��o�� C. . Ks y �� County Attorney Gor . .a �n,l, 77-4 900514 • i EMERGENCY ORDINANCE NO. 137-A IN THE MATTER OF A SUPPLEMENTAL APPROPRIATION FOR THE YEAR 1990. BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF WELD COUNTY, COLORADO: WHEREAS; Section 29-1-111.5, C.R.S. , 1973 during the fiscal year, the governing board deems it provides ecessary, ,that n view of the needs of the .various or departments, it may transfer budgeted and appropriated monies_ from one or more spending agencies in the fund to' one or more spending agencies . in another fund and/or transfer budgeted appropriated monies between spending agencies within a fund, and WHEREAS, Section 29-1-121.6, Celt:Se." 1973, Provides that, if during the fiscal -year, the governing body or any spending agency _ received unanticipated revenue or revenues not assured at the time of the",.adoption of the from any source."other than the localgovernment's property .tax .mill levy, the governing board of the local government may authorize the expenditure: of these unanticipated or unassured funds by enacting a supplementary budget and appropriation, and WHEREAS, the Board of County Commissione::s of Weld County; has been advised that supplemental appropriations in accordance with the. above need--to be made' in fiscal" year _],990 in, the General, Fund, Road and Bridge Fund.; Social Services Fund, Capital ' Expenditures Fund, Health Fund, Human Resources Fund, Ambulance Fund,_ PBX Fund, Health; Insurance Fund, Housing Authoriity Grant , Fund, Houaiing Authority Fund; and Computer.Services Fund; _as, more fully set forth in Exhibits "A" through "L," attached hereto and incorporated herein by reference, and WHEREAS, this is, a , -case of an emergency caused by a contingency which would not have been reasonably foreseen at the time of the adoption of the 1990 budget,__and, WHEREAS, by Section 29-3-114, C.R.S. , 1973, the board of a county does, in an .emergency situation, have author ty for the expenditure of fund's in. ,excess ,. of said;.-budget, by Ordinance duly adopted by two-thirds-.of 'the .vote of said governing body. • €". n00514 runz/o) /790 ORD 157-A Page 2 RE: EMERGENCY ORDINANCE NO. 157-A NOW, THEREFORE, BE IT ORDAINED by the Board of County Commissioners of Weld County, Colorado, that the budgetary appropriations to the 1990' General 'Fund, Road and Bridge Fund, Social Services Fund, Capital Expenditures Fund, Health Fund, Human Resources Fund, Ambulance Fund, PBX Fund, Health Insurance Fund, Housing Authoriity Grant Fund, Housing Authority Fund, and Computer Services Fund, as more fully set forth in Exhibits "A" through "L," which `are` attached hereto and incorporated herein by reference at this point, which was made necesvary by an emergency caused by a contingency which could not have been reasonably foreseen at the_.time of the adoption; of the 1990 budget, be, and hereby are, approved: BE IT FURTHER ORDAINED that an emergency exists which requires that this Supplemental Appropriation Ordinance No. 157-A is declared to be an Emergency Ordinance: under, the', provisions of Section 3-14 of the Weld County Home Rule Charter. The above and foregoing "Ordinance 'No. , 157-A was, on motion duly made and seconded;' adopted by the following vote on the lath day of June, A.D. , 1390. ;0411 BOARD OF COUNTY COMMISSIONERS ATTEST: WELD COUNTY, COLORADO . Weld County Clerk and Recorder and Clerk to the Board Gene R. Brantner, Chairman . BY: George ;Kennm077-Pro-Tem Deputy County Clerk , APPROVED AS TO FORM: Constance L. Harbert C.W. Kirby County Attorney Gordon E. Lacy Published: June 14, 1990 in The New News Read and Approved: June , '1990 Published Jtne 21,' 1990, in The New News Effective Date: June le; 1990 �: e,•0 ORD 157-A y®/f 4; Ie.O♦T /ORM •R[SCRIS[0 eV TN[ /R0/[RTT TAR ADMINISTRATOR FORM 92O //ee-A/ee PETITION FOR ABATEMENT OR REFUNO OF TAXES—worc.a co.. ocwv[R MOS Petitioners: Use this side only. Midland Ted9(xa6 May 22 19 90 City Or Town To The Honorable Board of County Commissioners of We County Gentlemen: The petition of Compressor Systems,,, Inc. whose mailing address is' P. 0. Box 60760 Midland Texas 79711 City or Town SW* Zip Code SCHEDULE NUMBER DESCRIPTION OF PROPERTY AS LISTED ON TAX ROLL P0014619 Compressor located at Nentlymer Plant • respectfully requests that the taxes assessed against the above property for the years A. D. 19 88 19 89 are erroneous, illegal, or due to error in valuation for the following reasons: (Completely describe the circumstances surrounding the incorrect value or tax.) Our Customer, Western Resource paid taxes for 1.988 and will pay taxes for 1989. The compressor is listed va their evaluation schedule PO07209. 19 88 ly 89 Value Tax Value Tax e Orig. 52,500 2789.18 50,780 1677.16 Abate, 52.590 2789...18 50,7.80 1673.,16 Bal. -0- -0- -0- -0- The taxes (have) (have not) been paid. Wherefore your petitioner prays that the taxes may be abated or refunded in the sum of$ 4,.4.66_3k I declare, unaer penalty of perjury in the second degree that ttis petition, together with any accompanying exhibits or statements, has been examined by me and to the best of my knowledge, information and belief is true, correct and complete. Compressor Systems, Inc. . . Petitioners" By. .��.r!1— 7 Agent Address P.O. Box 60760, Midland, Texas 79711 CO, •de-c ✓/Lon -4F - 900322 450)/4' _ RESOLUTION OF COUNTY COMMISSIONERS WHEREAS, The County Commissioners of Weld County, State of Colorado, at a duly and lawfully called regular meeting held on the 11th day of June , A.D. 19 90 at which meeting there were present the following members. Chairman Gene R. Brantner and Commissioners Constance L. Harbert, George Kennedy, C.W. Kirby, and Gordon E. Lacy notice of such meeting, and an opportunity to be present having been given to the taxpayer and the Assessor of said County and said Assessor Richard W. Keirnes, present and taxpayer „neither present nor representedr >t+einigippcesnotsand ("a,ne> (name) WHEREAS, The said County Commissioners have carefully considered the within applica- tion, and are fully advised in relation thereto, NOW BE IT RESOLVED, That the Board concurs with the recommendation of (concurs or does not concur) the assessor and the petition be denied and an abatement/refund not be allowed 52,(9CRII"ad r9150ed) (be allowed or not be allowed) on an assessed valuation of$50,780 - 1989for $ 4, 6 4 total tax r the year s) 1988 "989 /'e Chairman of Board of County Comm`ssioners. STATE OF COLORADO, We:Ld }ss. County of I, Mary Ann Feuerstein County Clerk and Ex-officio Clerk of the Board of County Commissioners in and for the County of Weld State of Colorado, do hereby certify that the above and foregoing; order is truly_ lied from the records of the proceedings of the Board of County Commissioners 1'or said County. now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at kee1,g9 this 11th ay of June , A. D. 19 90 ,- .•- County Clerk. Deputy. ACTION OF THE PROPERTY TAX ADMINISTRATOR Denver, Colorado, 19 The action of the Board of County Commissioners, relative to the within petition, is hereby Q approved: 0 approved in part $ ❑ denied for the following reason(s) ATTEST: 02 VP Secretary. Property Tax Administrator, ) _ _ r, . � 90®522 1 x,22 to >.=, .0 ea E „H„ d ^` L • 1. ItW u7• g et C c 4 . iitii ,ic-4• 212.1 i 8 Y C Iv don, _ $ E011 a C ' is O Zi r O. .0 ., g °,U ST CCIr U c .°z is Cu a ' �� 8EE �$ coae' I g u �� c m }(( Owe a% c •cam �V °• I Y la3o Y \ � i- w :o o F E o •°- x A C o a, A 4 t �.. o r 'eke ° , ,; F" w o z 3z 0) c n, c c ° c_ eE c — I . G 7 A 4 C t: VX °' d u+1% E a ° -C Qx a '.- a `' a r coI ° mv � Op a S �� S 0 _ �2� 4; ic:\(/to MARY ANN FEUERSTEIN WELD COUNTY CLERK AND RECORDER P.O. BOX 758 GREELEY,COLORADO 80632 k (303)358•ao00 EXT.4225 COLORADO June 1, 1990 Compressor Systems, Inc. P.O. Box 60760 Midland, Texas 79711 Dear Sirs: • This is to advise you that the weld County Board of County Commissioners will hear your petition for tax abatement or refund on the property described as: P0014619 - Compressor located at New Raymer Plant. This meeting is scheduled for Monday, June 11, 1990, at 9:00 A.M. at which time you may be heard. The meeting will be held in the Chambers of the Board, Weld County Centennial Center, First Floor, 915 10th Street, Greeley, Colorado, at the above specified time. If you hate any questions concerning this matter, please do not hesitate to contact this office. Sincerely, Mary Ann Feuerstein Weld County Clerk and Recorder and,Clerk to the Board H4: - t K J)0fr0QQO Deputy C unty C er XC: Assessor; County Attorney t 900522 m i'sgiB fil> ii p 1 _ ii i 4 000 11 � 2OO 41 3 O o �_ � vi 11� ` sit 4 rr � I : 3:43Cr`4 a 063 y ! , I1 fi� - W y U N y. L° 1.4 ^ 1 b 111,14E ". N - 3 E-i CA •Itt 14 3 a' cx `I i 8 g ‘° " & *� 02 B ' Ca � • i 0 �Cf � £a R a zOG a o �j a; .$FggF Ji 1-0 o n. 1th O U W X 4� o 1 • c 0055q{ ei / 4o.X 0XT r ,. �. �GN,� _ _ n �_ ... J z a r 2 .a N J1 O e in W y �u. � O N M r �& Q�iy s a X - �. r O 2 r 1�l1 �d3 cc ,so r & p d `^ r—E 4 cn o "• 6 d F 4 S b og to ffi g a PI 4� a s a usiO p j o d W ¢ cg a H a `ri Sia O x sn4 Sept War 400YC%IN Sd 1 3,S 900522 M c • (( lbil lug MARY ANN FEUERSTEIN WELD COUNTY CLERK AND RECORDER P.O. BOX 758 GREE COLORADO 80832 ik (303)$56458.4000 EXT.4223 COLORADO June 12, 2990 Compressor Systems, Inc. P.O. Box 60760 Midland, TX 79711 Dear Sirs: On June 11, 1990, the Board of Weld County Commissioners considered your petition for tax abatement and denied same. Pursuant to Section 39-2-12S(F) , C.R.S. , you have the right to appeal this decision to the State Board of Assessment Appeals within thirty days. You may obtain the appropriate forms and instructions from the Board of Assessment Appeals, Department of Local Affairs, 1313 Sherman Street - Room 420, Denver, Colorado 80203. Sincerely, Mary Ann Feuerstein Weld County Clerk and Recorder and Clerk to the rd m By:---1 L , Deputy oun y erk 900522 i 4 2q d n W g I —, in s _ S '-ig v .. IrU CC = .• a if to a ? � z � � a� a2N � �2 to ;' a wg wxo S. g � i � c A W `� � a o � d s - o a >; V Pi X 9081 ounp'owe sexy Sd g 1 §kIs5 i- Y 't „ (\� CJOO • � ; 1 $3 �1 7 la W a� • i �� 1 �� ❑ ' s ≤ ° $ i &fit N - kve rt' is § : m a f'OQQ b m i 3 E g 1 t b� 83 i R V N �Y ,, • Y 'E � o N r` g g ii E 4 H VA cil H. £ ; q� p of < 4 i • l g o $$ h x i c� ; a w 2 s I� g � X N .� (?) oo I, I `Lp_ 6 _ ; 6xi. x t St _.. ZD 4 ' ‘1/44;/1„71,1,;44.4,-4.--71,178,.,•,,,• r ' . t / tl /r qt ,y1 lr-r r�C\•' tit /1 / \ �� Y ir/" 1 I�t r/ 11r�^'\ .•,,,‘11•••,,f;4471,2.•-•'.4',,� h r f (17 /t \ x \y /I/ U •.'` /, 1 Jr "4 411' 'dui,' Jr/,.7 ,, 4Y1 ,, +*� Fc.,, \ Ali n l'f r/ ^5 t111 a ''f/i�;' ,„' Ur „.. r .�(i q./_, , 1. 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Om m n 0 N i A IT b m O a y• r r .. m N I I I el ♦ F i O A 71 N N N N V C w 0 N N tn N 7 1 1 1 1 ti Z P P P P O V c7 2 L C 0 P P = ' I I07 O i 1 9 M H, m O A r m m m a t ✓ r r e .. 11 II 1 II 0 u 9 0 11 it 1 11 11 11 O a 11 u 1 11 11 11 11 u I II II II m m • 11 11 0 11 II .• 11 It 11 11 .. .. 11 O II 11 r 1.. 11 II = II In 11 11 � .. 11 11 A A O 11 0 11 .. .. 11 N N 11 1- .• 11 Y A P 11 W 11 N P !IN N up-. r 11 0 0 O A \ 11 a • ♦ ♦ 11 .• .4 11 O O 11 V V C A O 0 • 11 • • 11 • • 11 • • 11 • • X 2 P 11 W 11 N 1 0 OW W ISO 1 0 11 P P ail `y \ 11 N 11 r l .• 11 W W HO 1 0 11 O O W O II 11 1 11 11 1 11 • • • • • • • • • • • • • • • • • • • 0 • 411 • • • • • • • • • • • • • • • • • • • o ! b M T 2 N b D on a f1 a x a a 1 K Cb a t A Ci .A• 2 �( N ° I1 1 O K rn 3 17 R f1 N Alm c m '0 s O I I i z o s c o n ml b ml e m of v '� 2 `s. 1 � N O m w 1 1 1 '� _ ~ m X 2 •• y ~ CO X N \ O N I N m V b •' C I N i \ z O w O O A T a )21 `fir O N a C T 1, -o O 1 >r O T1 I 1� m S 0 w Q 2 w i A •• a A 1 F A 0 o m b G 11 1 frn1 I 17 �' 77 on m G O 7-911 1 N Z m { .y x rn M "1 A x a s Y z O I r o Z T rn r A 1 1 m y K I 1 b •.� •• H • m K a1 I • m I m -+ ro 1 I r d 1 A A -1 a 1 � r I 1 1 m o K! I O .2 1 a 3 0 r Na • 2 ftCli � T O nr 2 C 1 1 1 m ►x+ m m 77 3C Zf1 AO A mm Ir •• m �_m 1 1�r 2 0 D N r , 2 N4. K r A T A r X I K b b 2 w n l 1T{, m A N r o .• "y b I m N a 1 IIfV -+ D = H 2 c m 1 I O D m w N H O N 4 OS P1 2 \n C 1 y N N N z z r N z o w y t O D N i et b Gl N < 1 N N "I I D Z •H � m m o x a `4 rn rri c T L 1` G m O Z O a ke 1 _ 1 Z 17 0 P1 C� O 7tr r 1 n XI O Z m r Z K a rn r A O G x b N .p r ti Z O cs ti- M D O K I Y m A K tD C � y ( Z m• m K • 1�I ` A <1 1yA K A1 Z OMy O br � !+ A OO0 PI m c hi bIs b � C S A S b1 73 2 `G PI 1 z rti SO SO N m mVklkiC a z ;P2 a .. «a N F � I N (d CO xm 1 in m 2 2 •Ai Z 4 �� 1 a CO C m m i 1 1 '• z m N m m a l 1 I x b z e X1 21 21 rn • o . . II • • • • • • • • • • • e • • • • • e e • 90 fiett; MEMORAIMUM Clark to the Board June 4, 1990 7o Dn� George Goodell, Director of Road and Bridge COLORADO From , Road Opening SubOct: The following road was opened June 4, 1990. It was closed June 1, 1990 due to a tree across the road: WCR 70 between WCR 53 & WCR 55 GG/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office WCR's 53, 55, 70 .&\67Si attar Haudorson,Ph.D. g 'l :-� Marvin H. (Bud) � ,� al 5 SO Office Box 33303Platteville, X21 Colorado 80652 , - June 5, 1990 Mr. Gene R. Brantner, Chairman Board of County Commissioners Weld County 915 Tenth Street Greeley, Colorado 80631 Greeley, Dear Gene: I wish to take this opportunity to officially inform you and the Board that I am leaving Weld County to take a new position out of the state: therefore, I will not be able to Commission. out my current term on the Weld County Planning officially ends on July 31 , 1990. I want to thank all of you for allowing me the opportunity to serve first on the Board ofj Adjustment he eand then on the Planning Commission. I thoroughly enjoyed Sincerely, ' Altit Marvin H. Halldorson V � I k \O\D CC. : P; r 4e eEco4. UNITED STATES J Aye` ot NUCLEAR REGULATORY COMMISSION y 1 S r _ I REGION IV p \LaJ+w• 611 RYAN PLAZA DRIVE.SUITE 1000 ARLINGTON.TEXAS 76011 JUN -4 ECG In Reply Refer To: Docket: 50-267/90-09 _ ".!.177, �. . ri" . lI Public Service Company of Colorado 3a, --• ATTN: A. Clegg Crawford, Vice President JUN 6 iggo Nuclear Operationsy� a p. P.O. Box 840 C�1 Lt Denver, Colorado 80201-0840 aASagW. CM Gentlemen: This refers to the inspection conducted by Mr. J. E. Cummins of this office during the period Mety 14-18, 1990, of activities authorized by NRC Operating License DPR-34 for the Fort St. Vrain Nuclear Generating Station, and to the discussion of our findings with Mr. C. H. Fuller and other members of your staff at the conclusion of the inspection. The area examined during the inspection was licensed operator training. Within this area, the inspection consisted of selective examination of procedures and representative records, interviews with personnel, and observations by the inspector. The inspection findings are documented in the enclosed inspection report. Within the scope of the inspection, no violations or deviations were identified. We have also examined actions you have taken with regard to previously identified inspection findings. The status of these items is identified in paragraph 3 of the enclosed report. Should you have any questions concerning this inspection, we will be pleased to discuss them with you. Sincerely, �(-'r�,��r�r�� e TT775?;"," rrector ivision�of Reactor Projects Enclosure: Appendix - NRC Inspection Report 50-267/90-09 cc w/enclosure: (see next page) 0� L°/I\1010 Public Service Company of Colorado -2- cc w/enclosure: Public Service Company of Colorado ATTN: D. W. Warembourg, Manager Nuclear Engineering Division P.O. Box 840 Denver, Colorado 80201-0840 GA International Services Corporation Fort St. Vrain Services ATTN: David Alberstein, Manager P.O. Box 85608 San Diego, California 92138 Public Service Company of Colorado ATTN: Charles H. Fuller, Manager Nuclear Production and Station Manager 16805 Weld County Road 19-1/2 Platteville, Colorado 80651 Public Service Company of Colorado ATTN: H. L. Brey, Manager, Nuclear Licensing and Resource Management Division P.O. Box 840 Denver, Colorado 80201-0840 Public Service Company of Colorado ATTN: P. F. Tomlinson, Manager Quality Assurance Division 16805 Weld County Road 19-1/2 Platteville, Colorado 80651 Public Service Company of Colorado ATTN: D. D. Hock, President and Chief Executive Officer P.O. Box 840 Denver, Colorado 80201-0840 Public Service Company of Colorado ATTN: Commitment Control Program Coordinator 2420 W. 26th Ave. Suite 100-D Denver, Colorado 80211 Kelley, Standfield & O'Donnell ATTN: Mr. J. K. Tarpey Public Service Company Building Room 900 550 15th Street Denver, Colorado 80202 Public Service Company of Colorado -3- Chairman Board of County Commissioners of Weld County, Colorado Greeley, Colorado 80631 Regional Representative Radiation Programs Environmental Protection Agency 1 Denver Place 999 18th Street, Suite 1300 Denver, Colorado 80202-2413 Department of Health ATTN: Robert M. Quillen, Director Radiation Control Division 4210 East 11th Avenue Denver. Colorado 80220 Colorado Public Utilities Commission ATTN: Ralph Teague, P.E. 1580 Logan Street 0L1 Denver, Colorado 80203 U.S. Nuclear Regulatory Commission ATTN: Senior Resident Inspector P.O. Box 640 Platteville, Colorado 80651 U.S. Nuclear Regulatory Commission ATTN: Regional Administrator, Region IV 611 Ryan Plaza Drive, Suite 1000 Arlington, Texas 76011 APPENDIX U.S. NUCLEAR REGULATORY COMMISSION REGION IV NRC Inspection Report: 50-267/90-09 Operating License: DPR-34 Docket: 50-267 Licensee: Public Service Company of Colorado (PSC) P.O. Box 840 Denver, Colorado 80201-0840 Facility Name: Fort St. Vrain Nuclear Generating Station (FSV) Inspection At: FSV, Platteville, Colorado Inspection Conducted: May 14-18, 1990 Inspector: k Uet> G If l° _ ins Reactor Inspector r • ' Date Approved: )16..9 J. Gag i rdo, Chief, Operational programstilir Section, ivision of Reactor Safety Inspection Summary Inspection Conducted May 14-18, 1990 (Report 50-267/90-09) Areas Inspected: Nonroutine, announced inspection of licensed operator training and review of licensee activities related to items identified during previous NRC inspections. Results: Within the area inspected, no violations or deviations were identitied. -2- DETAILS 1. PERSONS CONTACTED *F. J. Borst, Nuclear Training and Support Manager *L. D. Scott, Quality Assurance Service Manager *D. Bottorff, Nuclear Training (Operator Training) *M. E. Deniston, Superintendent of Operations *D. W. Evans, Operations and Maintenance Manager *H. O'Hagan, D/D Project Manager *C. H. Fuller, Manager, Nuclear Production *P. Anderson, Nuclear Regulatory Affairs *J. M. Brambling, Supervisor Nuclear Licensing-Operations *P. F. Tomlinson, Manager Quality Assurance *N. Snyder, Fuel Deck Manager *R. L. Craun, Engineering Manager K. Einig, Nuclear Operator Training Supervisor The inspector also contacted other licensee personnel during the inspection. *Denotes those persons that attended the exit meeting held on Mary 18, 1990. The NRC senior resident inspector, R. E. Farrell, also attended the exit. 2. PLANT STATUS On August 29, 1990, Public Service Company of Colorado (PSC) decided to cease nuclear operations at the Fort St. Vrain (FSV) Nuclear Generating Station and on November 27, 1989, defueling of the reactor commenced. At the time of this inspection, one third of the reactor core had been defueled; however, defueling had been temporarily suspended while FSV negotiated with the Department of Energy to ship the spent fuel offsite for storage at than Idaho National Laboratory. FSV did not have sufficient onsite spent fuel storage space to accommodate the entire core. 3. FOLLOWUP ON PREVIOUS INSPECTION FINDINGS (92701 ant 92700) (Closed) Violation (267/8619-03): This item identified weaknesses related to prompt and effective corrective action in the licensee's programs. The licensee's performance indicator report for March 1990 showed that the licensee had reduced the number of open nonconformance reports (NCRs) from 120 in January 1989 to 17 in March 1990. The licensee had established a goal to have a level or decreasing backlog of NCRs and to provide engineering dispositions within 20 days. The licensee had also reduced the backlog and disposition time of corrective action requests (CARs). The licensee's performance indicator report for March 1990 showed that seven CARS were open and none of these exceeded the licensee's 120-day goal for disposition. This violation is considered closed. • -3- (Closed) Violation (267/8808-001): This item identifier: problems related to the distribution and control-of controlled design drawings. Licensee actions to correct these problems included: training sessions for supervisors and managers (held on April 21, 1988); revision of the "Caution Stamping" system in Procedure ENG-1, "Control of Modifications and Documentation Changes, Issue 14, dated July 18. 1988; standardizing dates on drawings; locating set of Special Handling drawings in the site document control office; and identifying Procedures ED-100 and SMAP-18 now both .identify TCRs as temporary Configuration Reports. This violation is considered closed. (Closed) Violation (267/8815-001): This item identified that charts generated by control room recorders were not stored in the record center buildings. The licensee revised Procedure Q-27. 'Quality Records," Issue 14. dated March 21, 1990. paragraphs 3.3.5. 4.4.2, and 4.5.2.a to allow the storing of quality records which were initially received and processed in the onsite records center. in an approved offsite record facility which meets the requirements of ANSI N 45.2.9-1979. The licensee evaluated and accepted an offsite facility for interim storage of FSV records (Interoffice Memo NDG-88-0925, dated November 4. 1988) and updated Section 8.5.17.4 of the procedure to allow offsite storage of records. The licensee also completed'. modifications which enlarged the records center storage area (Controlled Mork Procedure 89-106). This violation is considered closed. (Closed) Violation (267/8908-001): This item identified that two cross-connect valves (V-46121 and -46122) between the firemain and the reactor water cooling system had not been included in Surveillance Test Procedure SR 5.3.4c 3-AX and had not been tested. The licensee revised Surveillance Procedure SR 5.3.4c3-AX to include V-46121 and V-46122. The licensee also reviewed the flow paths for once-through fire water cooling via the prestressed concrete reactor vessel (PCRV) liner cooling system, and verified that these were the only two valves omitted. This violation is considered closed. (Closed) Violation (267/8908-002): This item identified a failure to test the PCRV cooling water system scanner high flow alarms. The licensee had revised Surveillance Procedure SR 5.4.541, "PCRV Cooling Water Flow Scan Functional Test," to include a set of asterisks printed next to the measured flow value on the flow scanner when the high fllw setpoint had been exceeded. The licensee also revised Surveillance Procedure SR 5.4.5-A1, "PCRV Cooling Water Flow Scan Calibration," to include verification that the scanner program contained the correct high flow setpoint values. This violation is considered closed. -4- (Closed) Violation (267/8917-001): This item identified three instances in which required procedures to perform activities had not been established. The licensee corrected this as indicated below: (1) Timely testing of the reactor protection system starting channel and linear power channel trips and alarms following power reductions. Since FSV was permanently shutdown, this concern is no 1o;iger significant. (2) The licensee issued the necessary instructions to test and calibrate the diesel driven fire pump overspeed trip. (3) Data Base Change Request No. 89-0268 was issued to provide calibration information for the emergency diesel generator temperature gauges. This violation is considered closed. Fort St. Vrain had ceased nuclear operations and was in a permanent shutdown status with defueling in progress; therefore, the previously identified inspection findings which are discussed below no longer impact safety. These findings are closed on the basis of having been overcome by events. The licensee had taken what appeared to be appropriate corrective action i7or most of these items; however. NRC verification of these items would require the expenditure of inspection resources, which was not considered necessary with the plant permanently shutdown and in the process of defueling. (Closed) Deviation (267/8815-004): This item identified a failure to implement commitments to the NRC for fastener procurement. (Closed) Deviation (267/8823-002): This item identified that there was no documentation to show that fluorescent penetrant inspection had been performed on Helium Circulator Part Number C 2101-300-95 spring plungers. (Closed) Inspector Followup Item 267/8908-003): This item identified an apparent discrepancy between the Updated Final Safety Analysis Report and the Technical Specification basis related to System 46 isolation on low flow. (Closed) Inspector Followup Item (267/8908-004): This item was the result of the fact that a safety evaluation, related-to a System 46 cooling water tube to the lower core support floor being isolated, had not been performed. (Closed) Open Item (267/8727-002): This item questioned the use of waivers in the training program. (Closed) Open Item (26748808-003): This item was opened pending NRC review of licensee corrective actions related to the records progrrm and records storage facility identified in licensee's Corrective Action Reports CAR-88-002 and CAR-88-003. -5- (Closed) Open Item (267/8808-004): This item identified a concern related to vendors, who would—not accept 10 CFR Part 21 as a procurement requirement, possibly furnishing commercial grade items. (Closed) Open Item 267/8808-007): This item identified material classification dit erences between PSC and General Atomic Technologies. (Closed) Open Item (267/8815-002): This item was opened pending review of a General Atomic Technologies inspection report on the primary side of a helium circulator. (Closed) Open Item (167/8818-002): This item determined that explicit references to senior reactor operator and special senior reactor operator's responsibilities had not been added to the fuel handling procedure manual as the licensee committed to do in a memorandum to the NRC dated April 14, 1988. (Closed) Open Item (267/8818-03): This item identified a concern about the licensees use of seminars to disseminate important information to employees. (Closed) Open Item (267/8818-004): This item identified a concern related to the deletion of scheduled courses without any explanation. (Closed) Unresolved Item (267/8808-005): This item identified a problem due to a lack of clear guidance with respect to establishment o'° applicable vendor technical and quality documentation requirements for specific procurements. (Closed) Unresolved Item (267/8808-006): This item identified a problem related to the providing a clear record documenting the engineering evaluation of component critical parameters and bases for dedication. (Closed) Unresolved Item (267/8808-008): This item identified a concern related to the lack of timeliness in responding to 10 CFR Part 21 reports. (Closed) Violation (267/8808-002): This item identified a failure to specify quality assurance requirements in a procurement document, Purchase Order N8446. (Closed) Violation (267/8815-003): This item identified that a helium circulator was installed with a quality assurance receipt; inspection hold tag attached to it. (Closed) Violation (267/8815-006): This item identified problems related to welding and nondestructive testing. (Closed) Violation (267/8823-001): This item identified problems related to repair welding performed on Helium Circulator C-2101. The above items are considered closed. -6- 4. LICENSED OPERATOR TRAINING .(41701) The termination of operations, going into permanent shutdown, and starting defueling of the reactor core had significantly changed the training needs of the FSV licensed operators. As a result, the licensed operator's duties had been significantly reduced in scope . In the shutdown and defueling plant status a licensed operator was only required to monitor a limited number of plant parameters related to decay heat removal , perform administrative duties in relation ':o defueling, and fill out several data sheets on various control room indicators. The number of emergency or abnormal events that the operator had to be prepared to respond to was also reduced. The FSV Nuclear Training and Support Department had adjusted the licensed operator training program to meet the needs of a facility in a shutdown and defueling mode. To determine the training needs of the licensed operators more accurately. training department personnel conducted a licensed operator task analysis in accordance with Training Administrative Procedure TAP-4C, "Analysis," Issue 2, &dated Maly 10, 1989. Based on the findings of this task analysis, many of the previous operator tasks for an operating plant had been dropped from the licensed operator training program. Examples were tasks associated with the turbine generator, startup, power operations, and emergency operating procedures that were no longer applicable. Examples of tasks that continued to be significant and were receiving attention were tasks associated with fuel handling, monitoring condensate and helium flows, electrical systems. and the radiological emergency response plan. The inspector determined from review of the licensee's licensed operator requalification training schedule (July 31, 1989, through June 29, 1990) that the scheduled training was appropriate to the current plant status. The inspector reviewed the training records, including the latest requalification, examinations taken in May 1989, of three licensed reactor operators and three senior reactor operators. The inspector verified that the training records accurately documented attendance and the satisfactory completion of the training courses identified on the operator requalification training schedule. The records were readily retrievable and in order. The licensee's pass rate for licensed operator requalification examinations over the past three years had been: Tested Passed Failed 1989 23 23 0 1988 24 24 0 1987 26 24 2 (retested and passed) The inspector attended a licensed operator requalification training session on communications and verified that the technical content of information presented was adequate. In addition, the instructor followed a well developed lesson -7- plan, LR 098.01, in presentin3 the training material. A Copy of the lesson plan, which clearly stated the objectives of the training, was provided to each student. The session included meaningful practical demonstrations (utilizing walkie-talkies), and the instructor encouraged and got good class participation. Retention of qualified personnel at FSV did not appear to be a problem, in part because of a retention plan implemented by the licensee in January 1989. Therefore, the licensee's training program was geared more toward continuing training rather than initial training. The licensee's licensed operator training program had been accredited by the Institute of Nuclear Power Operations (INPO). An INPO reaccreditation inspection was scheduled for June 1990. 5. EXIT INTERVIEWS (30703) An exit interview was conducted with licensee representatives identified in paragraph 1 on May 18, 1990. During this interview, the inspector reviewed the scope and findings of the report. The licensee did not identify as proprietary any information provided to, or reviewed by, the inspector. r t1JLlt; `Ji1L111`S COtdMISSIJt� �.}'��Dwort z� S.' -4 96 BEFORE THE PUBLIC UTILITIES 'COMMISSIO ®. r y � ; OF THE STATE OF COLORA00 �L• ; e w * « soN 6 442 r RE: THE INVESTIGATION AND SUSPEN- ) DOCKET N . ^ ,, .eau% SION OF TARIFF SHEETS FILED BY ) EL PASO COUNTY TELEPHONE COMPANY ) COMMISSION ,D,ECISION . . IN AMENDED ADVICE LETTER NO. 39. ) GRANTING APPLICATION FOR REHEARING, ) REARGUMENT, OR RECONSIDERATION May 30, 1990 STATEMENT AND FINDINGS OF FAG'!: BY THE COMMISSION: On May 23, 1990, the Commission entered Decision No. C90-704 in a number of dockets involving the investigation and suspension of tariff sheets filed by a number of independent telephone companies with regard to expanded local calling areas. Decision No. C90-704 specifically indicated that that decision did not deal with Docket No. 90S-069T pertaining to the E1 Paso Telephone Company (E1 Paso). E1 Paso filed an application for rehcaaring, reargument, or reconsideration of Decision No. C90-503 on May 15, 1990, which is being determined by this decision rather than by Decision No. C90-704. Ordering paragraph no. 1 of Decision No. C90-503 permanently suspended the tariffs filed by the various independent telephone companies. Ordering paragraph no. 2 of Decision No. C90-503 provided that each local exchange provider shall . file, 30 days after the Commission has entered its decision adopting a final rule in Docket No. 89R-608T, such additional testimony and exhibits as necessary together with such modified tariffs, that would reflect: (a) the policy and high cost fund support of the rules of 89R-608T; (b) the financial impact upon each local exchange provider; (c) the impact of the expansion of the local calling areas on the public switched network; and (d) the dates when necessary network facilities would be in place prior to January 1 , 1991, in order to permit an efficient cutover to expanded areas. Ordering paragraph no. 2 further" provided that the modified tariffs filed by each local exchange provider were to reflect the community of interest calling areas in the findings of fact and conclusions stated in Decision No. C90-503 and in Appendix A to that decision, with an effective date of the modified tariffs being January 1, 1991 . Ordering paragraph no. 3 provided that the tariffs required in U '" VriPr \\`qD ordering paragraph no. 2 were to be filed with statutory notice and subject to suspension by the Commission. (The wording "without statutory notice' as it originally :appeared .in ordering paragraph no. 3 of Decision No. C90-503 was incorrect, and was changed by subsequent errata notice to read "with statutory notice.") In Decision No. C90-704, the Commission made reference to the fact that a number of independent telephone companies appeared to be concerned with the Commission decision to delay implementation of the Community of Interest Calling Plans (CICP's) until after consideration and adoption of rules relating to a high cost fund. In Decision No. C90-704. the Commission stated that it believed that this delay is a prudent course of action. However, the Commission dial state that any telephone company that desired to implement an expanded calling area plan may do so by filing 30-day tariffs to that effect with the understanding that the rates which are to be charged are without the benefit of the input of the High Cost Fund Rules. The Commission went on to say that any shortfall in revenues arising from such course of action by an independent telephone company will not be made up by retroactively applying the High Cost Fund Rules once they are finally adopted. In other words, 1n the interim a shortfall will have to be absorbed by the independent telephone company.In reconsideration, El application rrehearing,E1 P sostates thatEl Paso doe re argument, not intend e d to draw funds from a Colorado High Cost Fund (CUSP) or from any High Cost Fund which may be established. Accordingly, in E1 Paso's view, it is unnecessary to wait until the final rules promulgated in Docket No. 89R-608T in order to determine the financial impact of the rearrangement of exchange areas on E1 Paso. E1 Paso further states that its own financial integrity will not be impaired by the rearrangement of its exchange areas if its rates are permitted to go to hearing, because E1 Paso does not intend to draw funds from the CUSF. Because E1 Paso has represented that it does not intend to draw funds from any High Cost Fund, we agree that it is not necessary to apply the same constraints as are contained to ordering paragraph no. 1 and ordering paragraph no. 2 of Decision No. C90-503 to E1 Paso. In short, E1 Paso is concerned that Commission Decision No. C90-503 subjects its customers to an unreasonable prejudice and disadvantage by making those customers wait unnecessarily for the implementation of expanded local calling. The relief sought by E1 Paso is for the Commission to adopt a procedural schedule which would permit El Paso a reasonable and adequate opportunity to prefile testimony and Exhibits related to issues raised by S 40-15-206(2), C.R.S. , that were not heard on march 26, 1990, with additional hearings in this particular docket" to the summer of 1990. This, according to E1 Paso, will give it, a fair and meaningful opportunity to be heard and to prove that the Advice Letter No. 39 tariffs are just and reasonable. 2 The Commission need not address each of the arguments raised by E1 Paso in its application for rehearing. reargument, or reconsideration since we agree that 1n view of the fact that it does not intend to draw funds from a High Cost Fund, it would be' inappropriate to apply the constraints of ordering paragraph nos. 1 and 2 of 'Decision ear 03 to ument o 1t. Accordingly, its application for rehearing. 9 reconsideration will be granted. THEREFORE THE COMMISSION ORDERS THAT: 1 . The Application for Rehearing, Reargument. or Reconsideration of Decision No. C90-503, dated April 4. 1990, and filed by the El Paso County Telephone Company on May 15, 1990. is granted. 2. Decision No. C90-704, dated April 4, 1990. insofar as it affects Docket No. 90S-069T, 1s rescinded. 3. Further hearings 1n Docket No. 90S-049T are set as follows: DATE: September 20;"1990 TIME: 9:00 A.M. PLACE: Commission Hearing Room Office Level 2 (OL-2) Logan Tower 1580 Logan Denver, Colorado 4. E1 Paso County Telephone Company shall file with the Executive Secretary of the Commission six copies of all Exhibits and Direct Testimony on or before July 30, 1990. Additionally, on or before July 30, 1990, E1 Paso shall furnish a copy of all Exhibits and Direct Testimony to each party of record or its counsel. Except on timely motion for good cause shown, by stipulation of all parties and the Staff of the Commission, no other, different, or additional Exhibits, witnesses or scope of witnesses' testimony will be permitted to be offered by E1 Paso Telephone Company in support of its direct: case. S. The Staff of the Commission and each intervenor shall file with the Executive Secretary of the Commission s'x copies of all Exhibits and Direct Testimony on or before August 30, 1990. Additionally, on or before August 30, 1990, The Staff of the Commission and each intervenor shall furnish a copy of all Exhibits and Direct Testimony to each party of record or its counsel. Except on timely motion for good cause shown, by stipulation of all parties and the Staff of the Commission, no other, different, or additional Exhibits, witnesses or scope of witnesses' testimony will be permitted to be offered by the Staff of the Commission and each intervenor in support of their direct cases. 3 6. The 20-daytime period provided for by section 40-6-114 (1), CRS to file an application for Rehearing, Reargument, or Reconsideration begins on the first day after the mailing or serving of this Decision and Order. This Decision is effective 30 days from this date. DONE IN OPEN MEETING May 30, 1990. is E AL) THE PUBLIC UTICTIES COMMISSION ode 10e p`r OF THE STATE OF COLORADO - 0 ARNOLD H. COOK A irl ti.":14 ° ,'., ,setAtit '~ RONALD LEHR \3' to,. "' 4.4 .. terA' - GARY L. NAKARADO AYRST: A COPE ,ommissioncrs isoi Extortive Um% ry JE.A:emn:1854N A 4 STATE OF COLORADO BOARD OF LAND COMMISSIONERS Department of Natural Resources 620 Centennial Building 1313 Sherman St., Denver,Colorado 80203 wOF•/CsO� /O� (303) 866-3454 a 4lWiG 7Q - h r �w1 1F h� *: errOw'. '� �+� Ire 0 •/R70 • r~" ; :L.' tI x I. Commissipnpps 171`; JUN g ' LUCY BLACK CREICNTON T ROBERT R.MAIUNDER County Clerk and Commission ^_ Io11N $.wltKEs w Weld County P 0 Box 738 " Greeley, CO 80632 Gentlemen: It is the policy of the State Board of Land Commissioners to notify the counties of pending Board actions within your county. As there are certain tracts on the enclosed notice of Oil & Gas Leasa"Auctioa which are in your county, the Board requests that you post this notice on your bulletin board until after that auction. The notice shows the date, time, and place it will be held. Thank you. Thank you. Sincerely/, W n/e7 L. R. Ladwig Minerals Director LRL/jc Enc. r co-lb SCJ 1\\\C.1/49 ANTHONY SABATINIli l.R. IADWIG RUTH J. KARY Administrator Minerals Director Deputy Register • STATE OF COLORADO BOARD OF LAND COMMISSIONERS Department of Natural Resources 620 Centennial Building 1313 Sherman St., Denver,Colorado 80203 pa'CO4O (303) 866.3454 4 X7O J• O H w• r }/R76 Cominissanen LUCY SUCK CREIGHTON ROBERT R.MAILANDER JOHN S.WILKES III SPECIAL. NOTICE Please note this ONE MME CHANGE_QF DATE for our auction (formerly scheduled for June 21, 1990) NEW DATE: Tuesday, July 10, 1990 10:00 a.m. Old Supreme Court Chambers Room 220, 2nd Floor State Capitol Building 201 East Colfax Denver, Colorado 80203 ANTHONY SABATINI LR. LADWIC RUTH f. KARY Administrator Minerals Director Deputy Register • 620 Centennial Building Phone (303) 866-3454 1313 Sherman Street STATE BOARD OF LAND COMMISSIONERS OF THE STATE OF COLORADO Oil and Gas Lease Auction Tuesday, July 50, 1990 10:00 AM Old Supreme Court Chambers Room 220, 2nd Floor State Capitol Building 201 East Colfax Denver, Colorado 80203 NOTICE IS HEREBY GIVEN, That the State 'Board of Land Commissioners, by means of its regular leasing procedure (oral bidding), intends to grant oil and gas leases on the tracts listed. Leases will be on Colorado Oil 6 Gas Lease Form 193-6 (Rev. 8/89), as amended. The Board reserves the right to reject any and all bids, and to withdraw any tract' at"any time. PAYMENT 1N FULL FOR ANY AND ALL TRACTS IS DUE AND PAYABLE AT THE CONCLUSION OF THE SALE. SIGHT DRAFTS WILL NOT BE ACCEPTED FOR ANY PAYMENT. TRACT PORTION N0. ACRES SUBprinsioN sEc.Twp.RcE. miry PATENTED 1 640.00 All 16-1S-61W Adams All 2 10.00 Frac. Pt. NE/4NW/4 35-1S-67W Adams All 3 160.00 S/2S/2 36-1S-67W Adams All 4 320.00 E/2 16-4S-61W Arapahoe All 5 160.00 * NE/4 7-5S-64W Arapahoe None 6 320.00 * N/2 8-5S-64W Arapahoe None 7 480.00 * N/2; *SE/4 9-5S-64W Arapahoe None 8 320.00 * N/2 10-5S-64W Arapahoe None 9 640.00 * All 20-5S-64W Arapahoe None 10 320.00 * N/2 22-5S-64W Arapahoe None 11 638.32 E/2; E/2w/2; 31-5S-64W Arapahoe None Lots 1S2 * (All) • Page 1 of 15 TRACT PORTION NO. ,ACRES SUBDIVISION SEC.TWP.ROE. 222E K 12 640.00 * All 32-5S-64W Arapahoe None 13 320.00 * S/2 34-5S-64W Arapahoe None 14 640.00 All 16-4S-65W Arapahoe All 15 636.36 * All 33-4S-65W Arapahoe None Except north 30 feet in N/2N/2 Threo (3) year lease 16 636.36 * All 34-4S-65W Arapahoe None Except north 30 feet in N/2N/2 Three (3) year lease 1) 318.26 tots 162.S/2N/2 3-5S-65W Arapahoe None * (11/2)' Throe (3) year lease 18 640.00 * All 12-5S-65W Arapahoe None Three (3) year lease 19 640.00 * All 14-5S-65W Arapahoe None Three (3) year lease 20 640.00 * All 15-5S-65W Arapahoe Part Three (3) year lease` 21 640.00 * All 22-5S-65W Arapahoe Part Three (3) year lease 22 320.00 * W/2 23-5S-65W Arapahoe None Throe (3) year lease 23 640.00 * All 27-5S-65W Arapahoe None Three (3) year lease 24 480.00 * NE/4; *S/2 36-5S-65W Arapahoe None 25 80.00 W/2SW/4 14-32S-42W Baca All Page y of 15 . PORTION TN CTCT AC ES �+�IV1s1oN SEc�.RGE. mx ?`EM . 26 160.00 SE/4 15-32S-42W Baca All 6-31S-43W Baca All 21 198.32 5 Lots 6`7WE/2541/4 (SW/4) 28 640.00 All Tract 37 Res. of 16-345-45w Baca All Described as: g_ggS-45w 18.15 ac. , Lot 2 99.68 ac. , Lots 2,4,6,8 9-34S-45W 441.55 ac. , Lots 2-9, 16-34S-45W 12-16,18,20,22 80.62 ac. , Lots 1,4,5,8 17-34S-4:5W 29 638.99 All Tract 39 Res. of 36-34S-45W Baca None Described as: 102.31 ac. , Lots 2,4,6,8 2 16.33 ac. , Lot 2 6-34S-45w 71.19 ac. , Lots 1,4,5,21 449.16 At. , Lots 2-9, 36-34S-45W 12-19,18,20,22 30 505.18 All Tract 39 Res. of 16-355-ASW Baca None Deseribed as: g_35S-45W 18.30 ac. , Lot 2 98.64 ac. . Lots 2,4,6.8 4 327.26 ac. , Lots 10-17, 16-35S- 541 19-22 60.98 ac. , Lots 9,12,13 17-35S-45W 31 141.60 Lots 1-4 (W/2W/2) 18-23S-48W Bent None 32 640.00 All 36-7S-57W Elbert Part 33 640.00 All 16-8S-57W Elbert None 34 620.84 Lots 1-7; S/217E/4; 6-17S-61W El Paso None SE/4141/4; E/2SW/4; SE/4 (All) 35 549.44 E/2; E/2W/2; Lots 162 7-17S-61W El Paso None 36 640.00 All 16-17S-61W El Paso All 37 160.00 N/2N/2 17-175-61W E1 Paso None 38 155.20 N/2NE/4; NE/41741/4; 18-175-61W E1 Paso None Lot 1 (N/2N/2) 39 640.00 All 36-17S-61W El Paso None Page 3 of _115.._ TRACT PORTION N0. ACRE$ SUBDIVISION SP.C.TWP.RCE• COUNTY PATENTED 40 120.00 NE/4SE/4; S/2SE/4 24-14S-62W E1 Paso All 41 480.00 E/2; S/2NW/4; N/2SW/4 33-14S-62W E1 Paso Sono 42 640.00 All 34-14S-62W E1 Paso None 43 640.00 All 35-14S-62W E1 Paso None 44 640.00 All 36-14S-62W E1 Paso None 45 80.00 NE/4SE/4; SW/4SE/4 1-17S-62W E1 Paso hone 46 640.00 All 10-17s-62W El Paso None 47 280.00 NE/4NE/4; SW/4NE/4; 12-17S-62W E1 Paso None NE/4NW/4; NE/4SW/4; SW/4SE/4; ** E/2SE/4 48 200.00 NW/4NE/4; N/2NW/4; 13-17S-62W E1 Paso None ** NE/4NE/4; **SE/4SE/4 49 320.00 S/2 22-17S-62W El Paso None 50 240.00 W/2SW/4; 24-17S-62W E1 Paso None ** E/2E/2 51 400.00 W/2NW/4; SW/4; 25-17S-62W B1 Paso None ** E/2E/2 52 600.00 NE/4NE/4; S/2NE/4; 26-17S-62W E1 Paso None W/2; SE/4 53 320.00 E/2 34-17S-62W El Paso None 54 617.68 Lots 1-4; S/2N/2; 1-16S-63W 11 Paso None S/2 (All) 55 462.88 Lots 1-4.S/2N/2 (N/2); 3-16S--63W E1 Paso None W/2SW/4; E/2SE/4 56 640.00 All 9-16S-63W 21 Paso None 57 640.00 All 11-16S-63W El Paso None 58 640.00 All 13-16S-63W 21 Paso None 59 640.00 All 15-16S-63W 21 Paso None 60 480.00 W/2E/2; W/2 21-16S-63W E1 Paso None Page 4 of 15 TRACT PORTION NO. ACRES SUBDIVISION SEC.TWP.RCE. COUNTY PATENTED 61 320.00 N/2 24-14S-64W El Paso None Subject to Restrictive Easement (Buffer Zone FAFB) Permanent structures limited to 45 feet. 62 160.00*** NW/4 27-14S-64W E1 Paso All 63 80.00 N/2NW/4 29-14S-64W E1 Paso All 64 120.00 NW/4SW/4; N/2SE/4 35-14S-64W l Paso None 65 320.00 S/2 36-14S-64W E1 Paso Part 66 401.18 Lots 354; S/2NW/4; 2-I5S-64W El Paso None SW/4; W/2SE/4 67 483.60 Lots 1-4 (N/2N/2); 3-15S-64W El Paso None S/2NW/4; SW/4; S/2SE/4 68 320.00 NE/4;W/2SW/4;E/2SE/4 13-I5S-64W E1 Paso None 69 80.00 NW/411W/4; SE/4SW/4 15-15S-64W E1 Paso None 70 488.40 N/2NE/4; E/2NW/4; 18-15S-64W E1 Paso None Lots 1-4 (W/2W/2); SE/4SW/4; SW/4SE/4; E/2SE/4 71 520.00 N/2; NW/4SW/4; SE/4 20-15S-64W E1 Paso None 72 640.00 All 23-15S-64W El Paso None 73 480.00 NW/4; S/2 25-15S-64W E1 Paso Part 74 640.00 All 28-15S-64W E1 Paso None 75 320.00 E/2 30-15S-64W El Paso None 76 640.00 All 16-2N-77W Grand All 77 320.00 S/2 36-2N-77W Grand All 78 640.00 All 36-3N-77W Grand None 79 139.64 Lots 3,4,7 1-1S-77W Grand All 80 64O.00 All 36-1S-77W Grand None Pogo ..L. of 15 . TRACT PORTION NO. ACRES SUBDIiWISION SEC.TWP.RCE. COUNTY PATENTED 81 40.00 SE/ASE/4 21-2N-78W Grand All 82 80.00 S/2SW/4 22-2N-78W Grand All 83 120.00 N/2NW/4; SW/4NW/4 27-2N-78W Grand All 84 120.00 E/2NE/4; SE/4SE/4 28-2N-78W Grand All 85 80.00 E/2NE/4 33-2N--78W Grand All 86 400.00 NW/4NE/4; S/2NE/4; 34-2N-78W ;rand All S/2N:4/4; NE/4SW/4; SE/4 87 240.00 SW/4NW/4; SW/4; 35-2N-•78W grand All SW/4SE/4 88 642.93 All 36-2N-78W ;rand All 89 640.00 All 16-4N--81W Grand All 90 475.60 SW/4NE/4; E/2W/2; 19-4N-81W '.rand None Lots l-4; W/2SE/4; SE/4SE/4 91 40.00 SE/4SW/4 20-4N-81W Grand None 92 80.00 E/2SE/4 21-4N-81W Grand None 93 440.00 NE/4NE/4;S/2NE/4;S/2 22-4N-81W Grand None 94 640.00 All 23-4N-•81W Grand None 95 640.00 All 24-4N-81W grand None 96 480.00 N/2NE/4;W/2;E/2SE/4 25-4N-81W Grand None 97 640.00 All 26-4N-•81W Grand None 98 560.00 NE/4; E/2NW/4; S/2 27-4N-81W Grand None 99 440.00 W/2E/2; NE/4NW/4; 29-4N-81W :rand None S/2NW/4; SW/4 100 637.52 E/2; E/2W/2; 30-4N-81W Grand None Lots 1-4 (All) 101 638.04 E/2; E/2W/2; 31-4N-81W :rand None Lots 1-4 (All) Pago 6 of _11_ TRACT PORTION N0. ACRES SUBDIVISION SEC.TWP.RGE. }AUNTY PATENTED 102 160.00 SW/4 32-4N-81W Grand None 103 480.00 E/2; E/2W/2 34-4N-81W Grand None 104 640.00 All 35-4N-81W Grand None 105 640.00 All 36-4N-81W Grand None 106 640.00 All 16-27S-67W Huerfano All 107 640.00 All 36-27S-67W Huerfano None 108 640.00 All 16-28S-67W Huerfano None 109 640.00 All 36-28S-67W Huerfano None 110 640.00 All 16-27S-69W Huerfano None 111 480.00 SE/419E/4; N/2NW/4; 36-27S-69W Huerfano None SW/4NW/4; S/2 112 640.00 All 36-26S-70W Huerfano None 113 640.00 All 16-6N-79W Jackson None 114 640.00 All 36-6N-79W Jackson All 115 640.00 All 36-6N-80W Jackson All 116 120.00 SE/4NE/4; E/2SE/4 15-10N-80W Jackson All 117 640.00 All 16-1ON-80W Jackson All 118 80.00 E/2NE/4 22-10N-80W Jackson All 119 120.00 W/2NW/4; NW/4SW/4 23-10N-80W Jackson All 120 80.00 SE/4NW/4; NW/4SW/4 26-1ON-80W Jackson All 121 40.00 SE/4SE/4 27-1ON-SOW Jackson All 122 40.00 NE/4NE/4 34-1ON-80W Jackson All 123 640.00 All 36-1ON-80W Jackson All 124 640.00 All - 16-6N-81W Jackson None 125 507.61 NE/4; E/2NW/4; 19-6N-81W Jackson None Lots 1-3 NE/4SW/4,' N/2SE/4; SE/4SE/4 Page 7 of 15 TRACT PORTION NO. ACRES SUBDI'V'ISION $EC.TWP.RGE, COMIX pATENTED 126 240.00 NW/4; N/2SW/4 24-6N-81W Jackson None 127 560.00 N/2; N/2SW/4; SE/4 29-6N-81W Jackson None 128 508.97 NE/4; E/2W/2; 30-6N-81W Jackson None Lot 2 (SW/4NW/4) ; Lots 364 (W/2SW/4); W/2SE/4 129 626.95 E/2, E/2W/2, 31-6N-81W Jackson None Lots 1-4 (All) 130 640.00 All 32-6N-81W Jackson None 131 640.00 All 36-6N-S1W Jackson All 132 480.80 Lots 1.4,S/2N/2(N/2) ; 1-7N-81W Jackson Nona SW/4 133 80.00 E/2SE/4 2-7N-81W Jackson None 134 80.00 E/2NE/4 11-7N-81W Jackson Part 135 480.00 W/2; SE/4 15-19S-47W Kiowa None 136 69.62 Lot 2 (SW/4SE/4); 4-34N-11W La Plata All Lot 3 (SE/4SW/4) South of Ute Line 137 240.00 W/2NE/4; E/2NW/4; 9-34N-11W La Plata All NE/4SW/4; NW/4SE/4 South of Lite Line 138 640.00 All 1-34N-11W La Plata None North of Ute Line 139 640.00 All 2-34N-11W La Plata None North of Ute Line 140 640.00 All 3-34N-11W La Plata None North o£ Ute Line 141 640.00 All 4-34N-11W La Plata None North of Ute Line 142 451.71 N/2;Lots A-D (N/2S/2) 9-34N-11W La Plata None North of Ute 143 456.98 N/2;Lots A-D (N/2S/2) 10-34N-11W La Plata None North o£ Ute Line Page _A_ of PoxrloN N TRACT g yp .1_UMLDY SEC.TWP•ROE^ COUNTY PATA2,_ ACRES EM 144 462.29 N/2;Lots A-0 (N/2S/2) 11-34N-1North o lW La ute Lane Plata None 145 467.58 N/2;Lots A-0 (N/2S/2) 12-34N-1North oflW La Ute Line Plata None 146 640.00 All 33-35N-11W La Plata None 147 640.00 All 34-35N-11W La Plata None 148 600.00 NW/4NE/4; S/2NE/4; 35-35N-11W La Plata None W/2; SE/4 149 630.70 Lots 1-3; S/2NE/4; 6-11N-68W Lorimer None SE/4NW/4; S/2 (All) 150 640.00 All 14-11N-68W Lorimer All 151 640.00 All 22-11N-68W Lorimer None 152 410.78 Lots 1-4 (Prat. Pt. 20-12N-68W Lorimer None N/2N/2); S/2N/2; N/25/2; SE/ASE/4 153 474.88 E/2; Lot 2, 30-12N-68W Lorimer None E/2SW/4 (SW/4) 154 320.00 S/2 32-12N-68W Lorimer None 155 320.00 E/2 36-9N-69W Lorimer None 156 160.00 SE/4 21-10N-54W Logan None 157 320.00 S/2 22-1ON-54W Logan None 28-10N-54W Logan None 158 160.00 NE/4 „ 159 640.00 All 16-11S-74W Park None 160 640.00 All 36-11S-74W Park None ' 161 160.00 SW/4 5-12S-74W Park None 162 160:00 SE/4 6-12S-74W Park None 163 665.36 E/2;`B/2W/2; 7-12S-74W Park None Lots 1-A (All) • 164 320.00 N/2 9-12S-74W Park None Page`9 of 1 TRACT PORTION NO. ACRES SUBDIVISION SEC.TWP.80E. COUNTY PATENTED 165 80.00 H/2NW/4 17-12S-74W Park Hone 166 480.00 S/2N/2; S/2 20-12S-74W Park None 167 280.00 SW/4; W/2SE/4; 21-12S-74W Park None SE/4SE/4 168 440.00 W/2;W/2SE/4;SE/4SE/4 27-12S-74W Park Hone 169 640.00 All 28-12S-74W Park None 170 320.00 E/2 30-12S-74W Park None 171 320.00 S/2 36-12S-74W Park None 172 671.98 Lots 1-4; S/2N/2; 2-11S-75W Park Nona S/2 (A11) 173 673.84 Lots :-4; S/2N/2; 3-11S-75W Park None S/2 (All) 174 661.12 Lots 1-4; S/2N/2; . 4-11S-75W Park None S/2 (All) 175 640.00 All 9-11S-75W Park None 176 640,00 All 10-11S-75W Park None 177 640.00 All 11-11S-75W Park None 178 640.00 All 12-11S-75W Park None 179 640.00 All 36-11S-79d Park None 18,0 160.00 SW/4 1-12S-7SW Park Hone 181 320.00 S/2 2-12S-75W Park None 182 217.36, Lots 364, S/2NW/4 5-12S-75W Park All (NW/4); W/2SW/4 18$ 160.00 NE/4 11-12S-75W Park None 18A 120.00 SE/4SW/4; S/2SE/4 14-12S-75W ;Park None 18, 160.00 S/2NW/4;, NW/OW/4;, 15-12S-75W ?ark None SEASW/4 186 640.00 All 16-12S-75W bark Part Fa8a s of s TRACT PORTION N0. ACRES sumvxsIou SEC.TWP.RCE. COUNTX PATENTED 187 160.00 SW/4 25-12S-75W Park None 188 160.00 SE/4 26-12S-75W Park None 189 160.00 NE/4 35-12S-75W Park None 190 640.00 All 36-12S-75W Park None 191 120.00 SE/4SW/4; S/2SE/4 7-18S-61W Pueblo None 192 120.00 S/2SW/4; SW/4SE/4 8-18S-61W Pueblo None 193 160.00 S/2S/2 9-18S-61W Pueblo Nono 194 120.00 S/2SW/4; SW/4SE/4 10-18S-61W Pueblo None 195 160.00 S/2S/2 11-18S-61W Pueblo None 196 120.00 S/2SW/4; SW/4SE/4 12-18S-61W Pueblo All 197 160.00 N/2N/2 13-18S-61W Pueblo All 198 160.00 N/2N/2 14-18S-61W Pueblo None 199 40.00 NW/4NE/4 15-18S-61W Pueblo None 200 640.00 All 16-18S-61W Pueblo None 201 80.00 N/2NW/4 17-18S-61W Pueblo None 202 80.00 N/2NE/4 18-18S-61W Pueblo None 203 640.00 All 36-18S-61W Pueblo None 204 640.00 All 16-19S-61W Pueblo Nono 205 160.00 SE/4 19-19S-61W Pueblo None 206 521.12 NE/4; E/2NW/4; Lot 1; 30-19S-61W Pueblo None E/2SW/4; SE/4 207 649.60 E/2; E/2W/2; 31-19S-61W Pueblo None Lots 1-4 (A11) 208 320.00 W/2 32-19S-61W Pueblo None 209 640.00 All 36-I9S-61W' Pueblo None 210 322.53 Lots 3&4; S/2NW/4; 5-20S-61W Pueblo None SW/4 (W/2) Page ..11- of -.1- MINNOW TRACT PORTION W0. ACRES SDBDTvlST9W SEC.TWP.RCE. mai ZAIKEIM 211 652.36 Lots 1-7; S/2NE/4; 6-20S-61W Pueblo None SE/4NW/4; E/2SW/4; SE/4 (All) 212 481.72 E/2; E/2NW/4; Lot 1; 7-20S-61W Pueblo None NE/4SW/4 213 320.00 W/2 8-20S-61W Pueblo None 214 640.00 All 16-20S-61W Pueblo None 215 320.00 W/2 17-20S-61W Pueblo None 216 280.00 N/2NE/4; SE/4NE/4; 18-20S-61W Pueblo None E/2SW/4; E/2SE/4 217 641.28 E/2; E/211/2; 19-20S-61W Pueblo None Lots 1-4 (All) 218 320.00 W/2 20-20S-61W Pueblo None 219 320.00 W/2 29-20S-61W Pueblo None 220 640.44 E/2; E/2W/2; 30-20S-61W Pueblo None Lots 1-4 (All) 221 320.56 NE/4; E/2NW/4; 31-20S-61W Pueblo All Lots 162 (N/2) 222 160.00 W/2NE/4; N/2NW/4 32-20S-61W Pueblo None 223 640.00 All 36-20S-61W Pueblo All 224 640.41 All Tract 86 Res. of 16-8W--86W Routt All Described as: 8.14 ac. , Frac. Pt. 8-8N-86W 78.33 ac. , Frac. Pt. 9-8N-86W 502.50 ac., Frac. Pt. 16-8N-86W 51.44 ac. , Frac. Pt. 17-8N-86W 225 640.00 All 36-2S-49W Washington None 226 640.00 All 36-4S-49W Weshington All 227 320.00 E/2 36-3S-56W Washington All 228 160.00 SE/4 30-5N-61W Weld None 229 640.00 All 32-5N-61W Weld None Paps T2 of _12_ TRACT PORTION N0. ACRES SU8DIYISIQN" SEC.TWP.RCE. COUNTY PATENTEQ 230 641.64 Lots 1-4; S/2N/2; 1-5N-62W Weld None S/2 (A11) 231 644.08 Lots 1-4; S/2N/2; 2-5N-62W Weld None S/2 (A11) 232 161.06 Lot 1; SE/4NE/4; 3-5N-62W Weld None E/2SE/4 (E/2E/2) 233 640.00 All 10-5N-62W Weld None 234 160.00 NE/4 11-5N-62W Weld None 235 640.00 All 12-5N-62W Weld None 236 640.00 All 13-5N-62W Weld None 237 160.00 E/2E/2 15-5N-62W Weld None 238 640.00 All 16-5N-62W Weld None 239 640.00 All 22-5N-62W Weld None 240 640.00 All 23-5N-62W Weld None 241 640.00 All 24-5N-62W Weld None 242 640.00 All 25-5N-62W Weld Part 243 640.00 All 26-5N-62W Weld None 244 160.00 E/2E/2 27-5N-62W Weld None 245 640.00 All 28-5N-62W Weld None 246 640.00 All 32-5N-62W 4'eld None J 247 640.00 All 35-5N-62W field None 248 640.00 All 36-5N-62W Weld Part 249 640.00 All 16-6N-62W Wald None 250 640,00 All 36--6N-62W Wald None 251 640.00 All 16-7N-62W Weld None 252 160.00 SW/4 26-3N-63W Wad None Page 13 of _11 TRACT PORTION N0. ACRt$ SUbQTPISION SEC.TWP.RCE. COUNTY =SEM 253 640.00 All 36-3N-63W Weld None 254 640.00 All 26-5N-63W Weld None 255 157.10 Lots 1S2;E/2NW/4 18-7N-63W Weld None (NW/4) 256 80.00 W/2SW/4 28-7N-63W Weld All 257 640.00 All 36-7N-63W Weld None 258 74.00 Lot l; SE/4NE/4 6-8N-63W Weld None 259 640.00 All 36-8N-63W Weld All 260 160.00 W/2NE/4; SE/4NE/4; 10-9N-63W Weld None NW/4SE/4 261 80.00 S/2SE/4 11-9N-63W Weld All 262 40.00 NE/4NE/4 14-9N-63W Weld All 263 640.00 All 36-9N-63W Weld None 264 120.00 SW/4NE/4; NE/4NW/4; 32-10N-63W Weld None SE/4SE/4 265 160.00 SE/4 16-1N-.64W Weld None 266 640.00 All 16-7N-64W Weld Part 267 640.00 All 36-7N-64W Weld All 268 200.00 NE/4NW/4; S/2NW/4; 36-IN-67W Weld All W/2SW/4 269 320.00 E/2 16-1S-44W Yuma All 210 640.00 All 36-1N-45W Yuma None 271 640.00 All 16-1N-46W Yuma None 272 640.00 All 16-2N-47W Yuma All 27,3 640.00 All 16-4S-48W Yuma None TOTAL ACRES orrtat0:• 11R PK" R7 Page 3.4 0£ _12_ *This land is included in the Lowry Master Plan for Development. The Board of Land Commissioners will require notification prior to the lessee obtaining a drilling permit from the Colorado Oil and Gas Conservation Commission. **If access for drilling on this portion of the lease is denied after negotiation by the lessee, the Land Board, :and the surface lessee, all fees, rents, and bonus monies will be refund tised. N interest or penalty will be paid by so ard d. ***This land is included in an Urban Lands Master plan for _ e Development. The Board of Land Commissioners will require it ee obtaining a drilli fromfthetion Colorador to the Oil and Gass Conservation Commis.sion.p Errors sometimes occur in the listing though every effort is made t0 avoid then, The Board is not liable for any inconvenience or loss caused by errors which may occur. Corporations must be registered and in good standing with the Secretary of State's Division of Corporations to do business in Colorado. NOTE: Receipts for all rental payments after the self—addressed firstyear o be mailed to lessees unless a stamped, accompanies the rental payment. SALE PROCEDURES All tracts will be offered for sale by oral bidding at public auction. All monies are due immediately after the sale. ten Rentals and bonus bidding are on a per acre basis. eaThe minrental ium bid, of per called the opener by the auctioneer, is the first year's y be and the acre or fraction thereof, plus the statutory fees..* The bidding the minimum is a bonus bid and the winning bidder will pay the amount bid while the first year's rental and fees. She bonus is a one time payment rentals are annual and continuous whether or not prod ction is tion is established. The bidding is in multiples of $1.00 but this may be the Board. The lease will, of course, be awarded to the highest bidder. *FEE SCHEDULE: 160 acres $12.75 161-320 14.25 321-480 15.75 481-640 17.25 1.50 or each addit'enal 160 acres _ WARNING There is no assurance that there is any potential for production on any tract offered for leasing by the State Board of Land Commissioners. Pagd =,2_ of 15 STATE OF COLORADO BOARD OF LAND COMMISSIONERS Department of Natural Resources 620 Centennial Building O p•CO 1313 Sherman St., Denver.Colorado 80203 AD �y (303) 866-3454 ,Fa p rSG N O ..\, , . Bier• , •"'s _ /876 10 May 1, 1990 C VIIl` 'y�`''•' V\ Commns7oneu © \�u\. ROBERT RC MAIIAN ER H �t JOHN S.WILKES III 1� : • .: _ — OIL AND GAS LEASE AUCTION SCHEDULE FOR SECOND HALF OF 1990 Auction Date Deadline for Submitting TrAct Requests September 20, 1990 (Thursday) July 20, 1990 December 20, 1990 (Thursday) October 19, 1990 Document 2524D ANTHONY SABATINI LR. LAOWIC RUTH ), KARY Administrator Minerals Director Deputy Register • letr-+ i1} CC; 7:‘11'1-. _... ..a . ' , saN .0 � U .,. �.. ..cmire• ANNEXATION IMPACT REPORT' IXD ANNEXATION June 5, 1990 Prepared by: City of Dacono 512 Cherry Street Dacono, Colorado 50514 rnonn RP `QI\\\(5075 ,,. ;4,C4-640��er (5075 ,,. ;4,C4-640(5075 ,,. ;4,C4-640 -ar C3-3-- X. Project Description �. The legal description for the proposed IKD annexation is included with the Exhibits hereto. The area to be annexed includes approximately 138 acres of land currently believed to be zoned agricultural. In conjunction with the proposed annexations, the zoning is anticipated to change to City of Dacono industrial zoning. XI. Municipal Services Municipal services for the IKD Annexation area anticipated to be provided in the following manner. gleotrioity Union Rural Electric Association. Natural Gas Rocky Mountain Natural Gas Telephone Mountain Bell Water Central Weld County Water District Sewer On site septic systems until such time as service becomes available from a sanitation District Fire The site is currently believed to be served by the Longmont Fire Protection District, the applicant intends to pursue inclusion in the Dacono Fire Protection District once annexation is complete. police Dacono Police Department Financing the municipal services within the area to be annexed will be addressed in an annexation agreement between the applicant and the City of Dacono. The annexation agreement is currently under negotiation and is not available at this time. III. Special Districts The area to be annexed is believed to be included within the following special districts: Central Weld County water District St. Vrain Valley School District RE-1J Tri-area Ambulance District Carbon Valley Recreation District Longmont Fire Protection Distric" 2 Iv. School District Impact Xt is not anticipated that the annexation will affect the local public school district system in any way. v. Exhibits Petition for Annexation Legal Description of Area Proposed to be Annexed Resolution of Substantial Compliance for Annexation Petition Notice of Public Hearing for Annexation Petition 20/56 3 1 PETITION FOR ANNEXATION TO: THE CITY COUNCIL OF THE CITY OF DACONO, COLORADO _ with Colorado law, city of Dacono and its City Council for we, the undersigned landowners, in accordance unincorporated territory, � hereby petition the Of Dacono of the annexation es the City which is attached hereto ias the Exhibit and in legal description of be known as the incorporated a State by this reference,and to of of Colorado, of Dacono. Weld the State Annexation to the City II our petitioners further. state to the 1 As part of this petition, your � City Council that: that the territory 1. It r desirable and necessary of Dacono. 2, The requirements of Sections 31-12-101 described in Exhibit A be annexed to the �d 31-12-105, i n that: C.R.S. , as amended, exist or have been met i of the area contiguous with the City a' proposed to benannexed is conperimeter ig ions er of Dacono or will be contiguous with is cti ty 31- Dacono within such time as required by 12-104. the area b. A community of interest exists between the proposed to be annexed and the City of c. The area proposed to be annexed is urban or will be urbanized in the near future. ®grated with ea proposed to be annex annexed 1O integrated the City of d. ore r is capable of being integrated Dacono. territory proposed boundary of the �, land within proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel has been divided into separate parts of real estate or two or more contiguous tracts parcels of real estate,la a ndowner or written Consent of the la without the thereof, P ,andowners sepaatunless such tracts or parcels public rayed by a dedicated street, road, or other f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel estate or two or more contiguous tracts or parcels 1 i APP-25-'?D 14:.74 ID:Cl , Cr [IACONO CO TEL 110: 4297 P03 of real estate, comprises twenty acres or more, and which, together with the buildings and improvements situated thereon, has an assessed value in excess of two hundred thousand dollars ($200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. i g. No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h. The annexation of the territory proposed to be annexed will not result in the detachment of area I from any school district. i. The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the City of Dacono more than throe miles in any direction from any point of the boundary of the City of Dacono in any one year. j . The territory proposed to be annexed 1.405 acres in total area. k. Prior to completion of the annexation of the area proposed to be annexed, a plan will be in place, pursuant to Section 31-12-105(1) (e) , C.R.s. , which generally describes the proposed location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways, playgrounds, squares, parks , aviation fields, other public ways, grounds, open spaces, public utiliti00, and terminals for water, Eight, sanitation, transportation, and power tO be provided by the City of Dacono; and the proposed land uses for the area; such plan to be updated at least once annually. 1. In establishing the boundary of the area proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the area annexed, and reasonable access will not be denied to any landowners, owners of any casement, or the Owners of any franchise adjoining any platted street or alley which is to be annoxed to the City of Dacono but in not bounded on both sides by the city of Dacono. m. If required, an impact report will be prepared and 2 I RPF-7`,-_Ki 14::5 IP:C171' OF B4COIJO CU ILL filed pursuant to Section 31-12-108.5, C.R.S. 3 , The owners of more than fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and hereby petition for annexation of such territory. q . Accompanying this petition are four copies of an i annexation map containing the following information: a. A written legal description of the boundaries of the area proposed to be annexed; b. A map showing the boundary of the area proposed to be annexed, said map prepared by and containing the seal of a registered engineer; c, within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers oe plots or of lots and blocks; j d Next to the bOundary of the area proposed to be annex d, adrawing of the contiguous boundary of the City of Dacono and the contiguous boundary of any other o be annexed,n and a ish ty abutting owingof the dimensions of ed t of such contiguous boundaries. 5. Upon the annexation ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, resolutionc, rules, and regulations of the City of Dacono, except for general property taxes of the City of Dacono, which shall be come effective as of the January 1 next ensuing. G. The zoning classification requested for the area proposed to be annexed is 7. If required by the City, an annexation agreement has been or will be executed by the petitioners herein and the City of Dacono relating to this annexation and the petitioners hereby exproncly consent to the terms and conditions set forth in the annexation agreement. WHEREFORE, the petitioners, whose signatures are on the signature shoot on the next page, respectfully requeet that the the annexation of of Dacono, acting through its City Council, app rovo the area proposed to be annexed: annoxpet.frm rev 11/6/89 3 APP-25-'20 1-1: ti ID:CITY T`i OF DAC0110 co TEL 1:0:103-E25-1256 IS29^ P0S ----• - a _ ,� • '0 tr)CO �L0 (044 I1400a.)0 �A { 44 I4 sr4 A i 4 (Q)•� O C C On A Ci O4 T,C pm: Cc:ar--•i W0•i4 N .0liaON a) .61 ,0 41� d4 1~a ABC f N CO b•'1 a it O N N 1 1 C 0 0 0 N �• O , C .�i VN0 _ O Oai p,000 U a� 0) IV ain 3EglE0g AC 14 A d+ -- I W N k •M - I it; CO bn 14 '0 A 01 0 C 0 DS �N ++ a+ z n ' T4N 'O I.) lad 0 NN 1 'C' 4) k 0 O• 40 -•- I 0Z VI 14 ~ k k i 0 y 4 ,. 0 I .470 t cg•� e.5•-s .6) cc 2 M a '- XOW � S d k wb+40 O 0 � � a . ..St404 0% _ .r �� V4401;1 .� 4. 0 C 0 •.a 4.1 0a 0 2 O •••-. r/► g0 /) 6 . A c8 N \ APP-25-'ci0 14:Z6 I El:C ' OF DACOMO CO TEL I&7::303-Or 'Z'56 1429^ POE • 2-414,w A 2. Covering the Land in the .Stato of Colorado, County of Weld. Described as: Tho NE1/4 of Soction 24 , Township 1 North, Mango 68 Wost of tho 6th P.M. ; EXCEPT that portion thereof conveyed to The Clayton Coal Company in Warranty Deed recorded in Book 1306, Page 246, described as followat BEGINNING at a point deaignated a3 Corner No. 1 , which is 1912 feet South and 30 feet west of the Northeast: corner of said Section 24; thane() Woat 952 feet along the North right-o£-way lino of the Union Pacific Railroads spur track serving the coal mine of The Clayton Coal Company to Corner No. 2; thence North 702 feet to Corner No. 3; thence Seat 732 feet to Corner N0. 4; thence North 1180 feet to Corner No. 5; thence East 220 feet to Corner No. 6; thence South 1882 feet to Cornor No. 1 , which is the POINT OF BEGINNING. RESOLUTION NO. 90- WHEREAS, a petition for annexation of a certain property, described in Exhibit A hereto, to be known as the IKD Annexation, has been filed with the City Council of the City of Dacono; and WHEREAS, the City Council has reviewed the petition; and WHEREAS, the City Council wishes to permit simultaneous consideration of the subject property for annexation and for zoning, if requested in the petition; and WHEREAS, the City Council has reviewed the petition and desires to adopt by Resolution its findings in regard to the petition; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DACONO, COLORADO: §ectign .A. The petition is in substantial compliance with the applicable laws of the State of Colorado. Section 2 . No election is required under §31-12-107(2) , C.R.S. Section 3. No additional terms and conditions are to be imposed except any provided for in the petition. SeCtIQA_ . The City Council will hold a public hearing for the purpose of determining if the proposed annexation complies with §31-12-104, C.R.S. and with §31-12-105, C.R.S. , and will bold a public hearing to determine the appropriate zoning of the subject property if requested in the petition, at the: Dacono City Hall, 512 Cherry Street, Dacono, Colorado 30514 , at the following date and time: June 25, 1990 6: 00 p.m. Section 5. Any person may appear at such hearing and present evidence relative to the proposed annexation, or the proposed zoning if requested in the petition. Section O. Upon completion of the hearing, the City Council will set forth, by resolution, its findings and conclusions with reference to the eligibility of the proposed annexation, and whether the statutory requirements for the proposed annexation have been met, and further, will determine the appropriate zoning of the subject property if requested in the petition. 1 Section 7. If the City Council concludes, by resolution, that all statutory requirements have been met and that the proposed annexation is proper under the laws of the State of Colorado, the City Council will pass one or more ordinances annexing the subject property to the City of Dacono, and will pass one or more ordinances zoning the subject property if requested in the petition. INTRODUCED, READ, SIGNED AND APPROVED this day of , 1990. CITY OF DACONO, COLORADO • By: Mayor ATTEST: By: City Clerk 19/157 • NOTICE OF PUBLIC HEARING Notice is hereby given that the City Council of the City of Dacono will hold a Public Hearing commencing at 6:00 o'clock p.m. , June 25, 1990, at the Dacono City Hall, 512 Cherry Street, Dacono, Colorado 80514. The purpose of the Public Hearing will be to (1) determine whether a certain property, described in Exhibit A hereto, for which a petition for annexation, to be known as the IND Annexation, has been filed, meets the applicable requirements of the statutes of the State of Colorado and is eligible for annexation to the City of Dacono; and (2) determine the appropriate zoning of the property. Any person may appear at the Public Hearing and be heard regarding the matters under consideration. Copies of the petition and the resolution finding that the petition is in substantial Compliance with the applicable laws of the State of Colorado are on file and available for public inspection in the office of the City Clerk of the City of Dacono, at the Dacono City Hall, 512 Cherry Street, Dacono, Colorado 80514. Dated this day of , 1990. CITY OF DACONO, COLORADO By: City Clerk Publication Dates: 19/158 ss�s�rarrrr r- ``+� ,`f'jr � , w PERMIT AP PLICA7['ION FOR WESTERN WASTE INDUSTRIES INTEGRATED WASTE MANAGEMENT FACILITY Dacono, Colorado May 25, 1990 4e Western Waste Industries Waste Disposal Services Group DOCUMENT NO.?7 Conroe, Texas PE19 DentXtriSSINt �^r� l ----_. .lL I� " .mild 6 �9Q • City of Dacono, Colo _ .Ja., .ocb The City of Dacono has received an application for Annexation and Zoning, Special Use Permit and Certificate of Designation: Applicant: Western Waste Industries, Inc. Requested Use: Integrated Waste Management Facility and Oil and Gas Exploration and Development. ' General Location (see attached location map) : E1/2 Sec 17, TIN, R67W - Northwest Corner of WCR 8/WCR 17 Special Use Review is required for all uses in the I-1 zone. During this process there will be public hearings before the Planning Commission and City Council . This process will review all portions of the proposal including compatibility, services, environmental impacts, site plan and other relevant concerns. The City Council and Planning Commission value comments from individuals and referral agencies. Lack of response will be taken to indicate support for the ® proposal . You may check the appropriate response below or send a letter. Please return your response with a copy to the applicant at the following address by June 29, 1990: Nancy Elliott Dacono City Clerk 512 Cherry Street, Box 186 Dacono, Colorado 80514 Western Waste Industries, Inc. % Wallace Grant Grant, Bernard, Lyons & Gaddis 515 Kimbark, Suite 200 P.O. Box 978 Longmont, Colorado 80501 1. We have reviewed the proposal and have no conflicts. 2._Please refer to the enclosed letter. Signed Date Please PRINT Name Agency If you have any questions regarding this application, please contact Nancy Elliott, Dacono City Clerk at 825-1256 (metro) or 833-2317. Nancy Elliott ' . City of Dacono (�('c� �' ( \ 512 Cherry Street • Post Office Box 186 • Dawn°, Colorado 80514 \' �/ 4 Local •833.3095 • Metro-825-1256 • FAX-825-1256 9�" \.0\\\�IG\ . . . Western Waste Industries WASIS DISPOSAL S,:RYMER GROUP ® 100 Interstate 65 LP Tower, Suite 210 Conroe,Texas Y701 (409)760-?685 May 25, 1990 Mayor and City Council of Dacono City Hall Dacono, Colorado 80514 Re: Western Waste Industries, Inc. Integrated Waste Management Facility Dear Mayor Hodge and Members of the City Council : I am pleased to submit the accompanying Petitions requesting the annexation of the Western Waste Industries, Inc. (WWI) Integrated Waste Management Facility to the City of Dacono and its zoning as I-1, light industrial ; our application for Special Use Permit from the City of Dacono and a Certificate of Designation from the City of Dacono and the Colorado Department of Health approving the WWI Facility. I am enclosing a $1,000 check payable to the City of Dacono to credit toward annexation and permit fees. I understand that the actual fees will be determined during our negotiations. ® Western Waste Industries, Inc. has been in business since 1955 and enjoys an outstanding reputation in the waste management industry. We look forward to a long and mutually beneficial relationship with the City of Dacono. We will be happy to answer any questions or provide any further information which you may need in connection with your evaluation of our proposals. If you do need anything, you can contact me or our local attorney, Wallace H. Grant. Mr. Grant's office is at 515 Kimbark Street, P.O. Box 978, Longmont, Colorado 80501. His telephone number is 776-9900. Very truly yours, WESTERN WASTE INDUSTRIES, INC. au:esh(i'llViCreirtre;ident e GRANT: BsarraaD, LYONS & GADDIS WALLACE R. GRANT AMMOMNCMS AT LAW DENVen ()MCC DANIELmiCNAR L BERNARD 616 KIMOAww STREET 1.01 YORK siwleT 0 D N. LYONS, II DENVER. COLD wA00 8020E JEFFREY J. )(ANNS. WILL POET OFFICE ROE 0743 1303) 399-1122 S. WILLIAM SIMS, JR. T.ONOMON')t', COLORADO E060II-ODTB JOHN W. 6Ap015 LONOMONT 13031 77G-9000 TFOMAS J. OVCRTON SOTAN G, FRITCMCI. OCNVCA METNO (DOD) STI.53O8 BRETT J. LAMBERT TeLECOINO) IDOJ1 770.43103 May 21, 1990 Mayor and City Council of Dacono City Hall Dacono, Colorado 80514 Re: Western Waste Industries, Inc. Landfill Proposal Statement of Qualifications and Compliance Dear Mayor Hodge and Members of the City Council : This firm has been retained by Western Waste Industries, Ir.c., to assist in the evaluation, preparation, submittal and processing of a petition for annexation, zoning, special use permit and Certificate of Designation relating to The Western Waste Industries integrated waste management facility located on the Underhill ® property southeast of the City. Grant, Bernard, Lyons & Gaddis, and its predecessors, has practiced law in northern Colorado since the early 1940's and currently have offices in Longmont and Denver. Our practice involves many of the areas which are encountered• in connection with integrated waste management systems such as that proposed by Western Waste Industries. Specifically, we have extensive experience in all aspects of water law, real estate law and land use, municipal and Quasi-municipal government including representation of special districts involved in water, waste water and fire protection. We have participated in the preparation of the Western Waste Industries submittal documents and in all legal matters relating to those documents and the proposed landfill . Based upon our experience and professional expertise as well as the information which has been gathered and evaluated during the project planning and document preparation, it is our opinion that the final , approved permits for the Western Waste Landfill will be in compliance with all City, State and Federal ordinances, statutes and regulations. Very truly yours, ,\,...., ....C9K.4..s_1 Wallace H. Grant WHG:kf III, RE\WESTW-L.MAY RINC ' sineers • planners • surveyors • May 25, 1990 Mayor and City Council of Dacono City Hall Dacono, Colorado 80514 Re: . Statement of Qualifications and Compliance Dear Mayor Hodge and Members of the City Council : Rocky Mountain Consultants, Inc. was formed in 1972 to provide professional consulting engineering services for clients along Colorado's front range. The firm's services have expanded, as has its service area, and today Rocky Mountain Consultants provides engineering and planning services throughout the Rocky Mountain region from its offices in Denver, Longmont and Estes Park, Colorado. Our diversified staff of professional , technical and support personnel provides services in the following disciplines: civil and structural engineering, hydrology, geology, planning, land surveying. Rocky Mountain Consultants, Inc. has been retained by Western Waste Industries, Inc. to assist in the evaluation of, testing for, and preparation, submittal and processing of Western Waste Industries' petitions and ® applications for annexation of the east half of Section 17, Township 1 North, Range 67 West of the 6th P.M. to the City of Dacono and the approval of an Integrated Waste Management Facility on that site. Based upon our experience and professional capabilities, the information which we have gathered and evaluated, and our evaluation of the site, the ordinances and regulations of the City of Dacono, the statutes and regulations of the State of Colorado and the regulations of the United States, it is our opinion that the final , approved permits for the Western Waste Landfill will be in compliance with all City, State and Federal ordinances, statutes and regulations. It is also our opinion that the technical specifications of the final approved permits will meet or exceed all City, State, and Federal regulations. Sinc ely, �/C v' ennifer V Rodriguez, A.I.C.P. Principal �_ To�emann, R.G. , C.E.G. Sr. Project Hydrogeologist • JVR:sp Rocky Mountain Consultants, Inc. 1960 Industrial Circle, Suite A, Longmont, Colorado 80501 303.772.5282 Offices also in Denver and Estes Park, CO Metro line: 665-6283 Fax No. 665.6959 WARZYN • May 24, 1990 Mayor and City Council of Dacono City Hall Dacono. Colorado 50514. Re: Western Waste Industries;Inc.Landfill Proposal Statement of Qualifications and Compliance Job No. 13931.25 Dear Mayor Hodge and Members of the City Council: The current Special Use Permit,Annexation and Certifilmte of Designation Applications represent a combined effort between Western Waste Industries (WWI), Rocky Mountain Consultants(RMC), Warzyn Engineering Inc, and Grant,Bernard,Lyons& Gaddis. The role provided by Warzyn is primarily in the areas of landfill design and operations. • Warzyn Engineering Inc. (Warzyn) is an organization of consulting cngmeers,scientists and project managers providmg comprehensive services in the field of environmental enganeering. It maintains a staff of nearly 300 people at its offices in Madison, Milwaukee;, Chicago, Detroit, Philadelphia and New York. Warzyn provides a full range of solid waste management services from management planning and preliminary site identification through design,permitting, operation, closure and post closure monitoring. Warzyn has completed well over 100 solid waste,landfill design projects for waste management companies, utilities, municipalities and counties. Based upon our experience and professional expertise and the information which we have gathered and developed during our investigation of the Western Waste Industries, Inc.site,to well as our investigation and understanding of the State of Colorado and federal statutes and regulations relating to landfills, including the proposed Subtitle D regulations, it is our opinion that the proposed Western Waste Industries' landfill design will comply with allplocal,state and federal regulations. It is further our opinion that the final approved IF PFPFFCT MA.NCE TEN TF.CIINOLO GY AND CPPATIVI Y. MADISON OSP sk IPVCE COURT PO HON 9411 MADISON,WI 41`11{ l OOPII:11.1".4-' IM IMWI y3,ip nsi, �� Mayor and City Council of Dawno —�- ---�- Dacono,Colorado May 24,1990 Page 2 • landfill design will meet or exceed all state and federal regulations including the proposed Subtitle D regulations. Sincerely, • WARZYN ENGINEERING INC. atlit ,61) Q CTSO* -9%0�c�yy Steven A. Dischler, P.E. � ci,A' a 0106'44�`�% Project E ' ee % � m: f :,m 626526 a' E. i ;l Daniel F. Kolberg, P.E. �'4 iS e,,si;ii t ) Project Manager DFK/dlk/SGW [dlk-105-4Th 13931.25-MD APPLICATION FOR SPECIAL USE PERMIT • CITY OF DACONO, COLORADO Western waste Industries, Inc. , hereby submits its applicaticm for a Special Use Permit pursuant to the provisions of Article 15 of Chapter 16 of the Dacono Municipal Code. 1. Description of the property on which the property is to be located: The legal description is set forth on Exhibit A attached hereto and, by reference, incorporated in for all purposes. 2. Owners of the surface and mineral rights: Surface owner: John E. Underhill and Laura L. Underhill 3113 Weld County Road 17 Brighton, Colorado 80601 Mineral rights owner: Union Pacific Resources c/o Molly Sommerville, Esq. 1 OTC Building, Penthouse 6 5251 DTC Parkway Englewood, Colorado 80111 3. Description of the use for which the Special Use Permit is sought: The applications seeks approval of a Special Use Permit for an Integrated Solid Waste Management Facility and for Oil and Gas Exploration and Development. The proposed use is described in more detail in the attached documents. 4. Benefits of the proposed use, compatibility with surrounding uses and impact the use will have relative to the criteria set forth in Section 16-372: See the supporting documents submitted herewith. 5. Names and addresses of adjoining landowners within the City: None (Because of the location of the proposed use, there are no adjoining landowners who are residents of or whose land is included within the boundaries of the City of Dacono.) 6. Other information: The documents accompanying this Application are incorporated herein by reference. THEREFORE, Western Waste Industries, Inc., hereby requests approval of the Special Use Permit for the purposes set forth. DATED: May 25, 1990 WESTERN WASTE INCUSTRIES, INC. gY7_71421 � ti�l�. is ureshi, Vice President APPLICATION FOR CERTIFICATE OF DESIGNATION • CITY OF DACONO. COLORADO Western Waste Industries, Inc. hereby submits its application for a Certificate of Designation pursuant to the provisions of the State of Colorado Solid Waste Disposal Sites and Facilities Act. • 1. Location: The site and facility are located in the east half of Section 17, Township 1 North, Range 67 West of the 6th P.M. , which site is to be annexed to the City of Dacono, Weld County, Colorado. 2. Type of site and facility: Integrated Solid Waste Management Facility as described in accompanying documents. 3. Type of processing to be used: Sanitary landfill , with provision for recycling and waste reduction facilities, as described in accompanying documents. 4. Hours of operation: As described in accompanying documents. 5. Method of supervision: As described in accompanying documents. 6. Rates to be charged: The rates shall be determined after permitting and based upon evaluation of competitive rates in the vicinity. 7. Additional information: The documents accompanying this Application are incorporated herein by reference. THEREFORE, Western'Waste Industries, Inc. hereby requests approval and issuance of a Certificate of Designation from the City of Dacono. DATED: May 25, 1990 WESTERN WASTE INDUSTRIES, INC. )By 2.94. 6. u, Zia Qureshi, Vice President 1 1 1 TABLE OF CONTENTS ofat I. EXECUTIVE SUMMARY 1.1 Applicant 1-1 1.2 Project Overview 1-2 1.3 Colorado Department of Health Submittal Checklist 1-7 1-20 1.4 Project Team II. ANNEXATION AND ZONING 2.1 Annexation Petitions 2-1 2.2 Annexation Impact Report 2-19 2.3 Figures III. SPECIAL USE PERMIT APPLICATION 3.0 Introduction 3-1 3.1 Regulatory Compliance 3-3 3.2 Environmental Liability 3-5 3.3 Cost Benefit to the City of Dacono 3-6 3.4 Compliance with Comprehensive Plan 3-7 3.5 Compliance with Zoning District 3-9 ® 3.6 Compatibility with Existing Surrounding Land Use 3-20 3.7 Compatibility with Future Development 3-10 3.8 Overlay Zones 3-21 3.9 Agricultural Use 3-23 3.10 Provisions for the Health, Safety and Welfare of the Citizens of the City of Dacono and Weld County 3-24 3.11 Fire Protection Provisions 3-26 3.12 Project Description 3-27 3.13 Site Description 3-29 3.14 Site Development Criteria 3-32 3.15 Active Landfill Area 3-34 3.16 Operation Plan 3-38 3.17 Colorado Department of Health Certificate of Designation Process 3-54 3.18 Summary and Conclusions 3-55 3.19 Figures IV. ENGINEERING DESIGN AND OPERATION REPORT • 4.0 Introduction 4-1 4.1 Site Description 4-4 4.2 Hydrogeology 4-14 4.3 Engineering Design 4-26 4.4 Operation 4-39 4.5 Landfill Closure 4-72 4.6 Post-Closure Maintenance 4-76 4.7 Ground Water, Surface Water and Methane Monitoring 4-77 4.8 Tables 4.9 Figures V. APPENDIX A Field Investigations, Calculations, and Laboratory Data B Surface Drainage Calculations C Water Balance and Leachate Collection Analyses D Volune Analyses E Western Waste Industries Statement of Qualifications F Inspection Forms and Personnel Training Program LIST OF FIGURES • Figure 2-1 Annexation #1 Figure 2-2 Annexation #2 Figure 2-3 Annexation #3 Figure 2-4 Annexation Impact Map Figure 3-1 Stair Step Fill Method Figure 3-2 Water Wells and Surface Water Features Figure 3-3 Conceptual North-South Cross Section Figure 3-4 Leachate Collection Pipe Detail Figure 3-5 Sign at Facility Entrance Figure 3-6 Vicinity Map Figure 3-7 Adjacent Landowners Figure 3-8 Residences Within 1/2 Mile Figure 3-9 Special Use Site Plan Figure 3-10 Base Grades Figure 3-11 Posted Facility Safety Rules Figure 3-12 Entrance Gate Sign Figure 4-1 Vicinity Map Figure 4-2 Site Topography Figure 4-3 water Wells and Surface Water Features Figure 4-4 Summary Logs T.H.-1 thru T.H.-14 Figure 4-5 Summary Logs T.H.-15 thru T.H.-18 and PZ-1 thru PZ-7 Figure 4-6 Geologic Map, Test Hole and Piezometer Locations Figure 4-7 Generalized Hydrogeologic Section A-A' • Figure 4-8 Generalized Hydrogeologic Sections B-B' , C-C' Figure 4-9 Generalized Hydrogeologic Section D-D' Figure 4-10 Generalized Hydrogeologic Sections E-E', F-F' Figure 4-11 Eolian Clay Isopach Map Figure 4-12 Contour Map of.Water Levels in Test Holes of Lower Laramie and Fox Hills Sandstone Figure 4-13 Base Grades Figure 4-14 Final Grades Figure 4-15 Conceptual E.W. Cross Section Figure 4-16 Conceptual N.S. Cross Section Figure 4-17 Locations of Proposed Monitoring Wells Figure 4-18 Well Construction Summary Figure 4-19 Piper Diagram LIST OF TABLES Table 4.1 Water Quality Data Table 4.2 Slug Test Table 4.3 wells Table 4.3-1 Volumes and Quantities Table 4.4 Chemical Analyses of Ground Water Samples Table 4.5 Analytical Parameters for Ground Water and Surface Water • EXECUTIVE SUNIMA,RY • Western Waste Industries ® I. EXECUTIVE SUMMARY 1.1 APPLICANT Western Waste Industries, Inc. Waste Disposal Services Group 100 Interstate 45 LP Tower, Suite 210 Conroe, Texas 77310 (409) 760-3685 Attention: Zia Qureshi, Vice President FOR FURTHER INFORMATION, PLEASE CONTACT: Wally Grant c/o Grant, Bernard, Lyons and Gaddis 515 Kimbark Street Post Office Box 978 Longmont, Colorado 80502-0978 (303) 776-9900 • • NN W= 5/25/90 1-1 a.. • 1.2 PROJECT OVERVIEW ® The Western Waste Industries (WWI) Integrated Waste Management Facility includes a "state-of-the-art" engineered solid waste landfill , as well as, provision for development of waste reduction options including composting, recycling and resource recovery. The proposed facility will not accept any hazardous wastes. The submittal package is comprised of a petition and accompanying documents to annex approximately 290 acres including road right-of-way, to the City of Dacono and zone the property I-1. The submittal further includes applications for Special Use Permit and Certificate of Designation. The WWI facility is in compliance with the Comprehensive Plan update for the City of Dacono, prepared by Foxfire Community Planning and Development which is scheduled for completion in the summer of 1990. The documents have been prepared in accordance with the City of Dacono and the State of Colorado regulations. The format for Special Use application follows Weld County procedures. • MEETS NEW E.P.A. STANDARDS The Interim Report of the Governor's Task Force on Integrated Solid Waste Management, published in January, 1990 and submitted to Governor Roy Romer and the Colorado General Assembly, addresses the need for facilities within the State that will meet the proposed "Subtitle D" Federal Regulations. These new regulations will require existing and proposed facilities to meet stringent environmental standards. The Governor's Report further estimates that "only 25 of Colorado's 148 municipal solid waste landfills already comply or could, with some effort, reach compliance with proposed revised regulations from the Environmental Protection Agency. The number of operating landfills may drop dramatically • WW1, fnt. 5/23/90 1-2 following implementation of the new regulations, depending upon federal and • state enforcement efforts." ' Of the six landfills currently operating in Weld County, only one is expected to comply. WWI's proposed facility will meet or exceed all existing Federal, State, and Local regulations. In addition, the facility will be designed to meet the proposed "Subtitle D" regulations. ENVIRONMENTAL COMPATIBILITY WWI completed a comprehensive siting study prior to locating the Integrated Waste Management Facility. The site was chosen based upon sound environmental and land planning criteria. The hydrologic and hydrogeologic characteristics of the site include a depth to the closest potable water aquifer, in excess of 300 feet. The soil composition is primarily claystone which is an ideal soil condition for the development of this facility because claystone material limits the potential for ground water impact on underlying aquifers. In order to have an environmentally safe operation and post closure security, the proposed facility includes: a recompacted ® clay liner; a leachate collection system; above grade stability dikes; daily and final soil cover; a stormwater management system; and a passive gas venting system. All construction activities will be monitored to determine conformance with a quality control plan. This facility will accept only those wastes which are compatible with the efficient and nuisance free operation of a solid waste landfill . 1 il facility will not accent hazardous waste. In-coming wastes will be controlled by the strict procedures detailed in Section 3.16 on page 3-44. Unauthorized entry to the site will be prevented by the use of perimeter fencing and sign posting. The gate to the facility will be locked when there are no WWI personnel on site. " 'State of Colorado, Interim Report of the Governor's Task Force on Integrated Solid Waste Management, (Jan. 1990), pg.2. 5/25/90 1-3 COMPATIBILITY ® The facility will be located 2 1/2 miles southeast of the developed limits of the City of Dacono. The area is agricultural and rural in character. The presence of a natural ridge between the City and the proposed facility aids in blending the activity with the existing topography of the area and obscuring visibility from the City. • Mvdroaeologic Setting - The site has excellent hydrogeologic characteristics for the construction and operation of a solid waste landfill . The area of the landfill is underlain by approximately 300 feet of very low permeability claystone. There is no potable shallow groundwater on the property. The depth to water in wells near the is water from sandy layers which 300 feet. moreells than are 500 typically 7 below awing the ground surface. Soils and bedrock in the area are composed of wind- blown clays and claystone, siltstone and sandstones of Cretaceous Age. These materials have the properties and occur in quantities to construct the liners and cap to provide daily cover for the proposed facility. • Visual Screening - Although approximately 280 acres will be acquired by WWI, the actual "footprint" for the development of the landfill will utilize approximately 100 acres. Perimeter setbacks and ® landscaped berms will be used to buffer the facility from; adjacent properties. The design will blend proposed contours with existing topographic conditions. WWI's method of operation begins by constructing perimeter landscaped berms and stability dikes. A stair step method is then used to place the refuse in horizontal layers inside the stability dike with a working face of approximately )5 feet x 100 feet. - Odor Control - Detectable odors will typically be limited to the working face area and the waste as it arrives. Since the working face area is kept small, located behind stability dikes, landscaped berms and covered with compacted soil at the end of each day's operations, odors will be controlled. • Windblown Trash Control - All commercial waste transportation vehicles using this facility will be required to have covers for the wastes they transport. The adequacy of the covers will be checked at the facility entrance. Prompt land filling of the wastes at the working face and continual compaction will reduce the potential for windblown wastes to leave the facility. Additionally, wind fences will be set up to contain any windblown material in the immediate vicinity the so parol thee entire site and f access eroadsg ndacollect fugitive l. Personnel will littertand windblown wastes. A final soil cover of 6 to 12 inches will be placed daily at the end of operations. During extremely windy • WWI, Inc. 5/25/90 1-4 ® periods, it will be possible to locate the working face operation in a protected or semi-protected area at a lower level or cease operations for limited periods.rimeter berms and provid�buffers for equipment operatingswithintthe facil dikes ity. . The distance to the nearest residence exceeds 1300 feet from the proposed "footprint" of the landfill. All transport to the facility will be restricted to the south entrance. Hours of operation will be limited typically to 7:00 a.m. to 6:00 p.m. Monday through Friday and 7:00 a.m. to 1:00 p.m. on Saturdays. Noise levels will meet State of Colorado standards during the construction, operation and closure phases of the project. • pulsars). - The use of asphalt all- weather access roads for landfill ingress/egress traffic will significantly curtail dust. Disturbed land areas will be revegetated as soon as practical and a water truck will be used to suppress dust. Fill areas and berms reaching final grades will be closed and vegetated on a phased basis. Vegetated perimeter dikes will serve as wind screens to contain dust. • ies zia - The need for vector control will be minimized through WW1's method of operating the facilit y.working face approximately 75 feet x 100 feet and applying daily, intermediate and final soil covers will prevent habitation of landfill by rodents and birds. Mosquito control will be provided ® by preventing the development of stagnant bodies of ponded water. Wildl u nook ai - There are no endangered species of wildlife identified on site. Wildlife in the area includes migratory birds and indigenous small animals. A wildlife sanctuary located to the north and east of the proposed facility along Little Dry Creek will not be adversely affected by the project and is ideally located to provide for displacement that may occur as a result of the operation.• aturai a - The area of fill will be developed in four major phases and progress from south to north. Each phase will include approximately 25 acres and require 5-6 years for completion. Portions of the site that are not included in the active landfill area will be maintained as pasture or revegetated as part of the ongoing operation of the facility. • Traffic Vohe-- tin - Trucks accessing the site will use Weld County Road #8 and enter the facility through a controlled gate at the south end of the site. 1t is anticipated that the daily truck trips at the beginning of operations will be 20 per day. oWWI, Inc. 5/75/90 1-5 ® BENEFITS FOR THE CITY OF DACONO The project will provide the following benefits to the City of Dacono: Financial • • Cash Royalty of 5% of the Annual Gross Revenues; • Free Residential Trash Disposal; • Property Taxes; • Building Permit Fees; and • Employment Opportunities. Integrated Waste Management Options • Potential recycling Facility; • Potential waste reduction options, ie., composting and resource recovery; and • One of the few facilities to be developed within the State and nation that will conform to the impending "Subtitle 0" regulations. - Community Development • Secure long term solid waste disposal for the City; and • Attract viable clean industry to the area. The financial benefit to the community from the project will be realized eannually. A preliminary fiscal impact analysis indicates the project will generate between $7,000,000 and $10,000,000 for Dacono over the estimated 25 year life of the project. WWI'S REQUEST: ANNEXATION, ZONING, SPECIAL USE AND CERTIFICATE OF DESIGNATION WWI Requests the following: • That the City of Dacono annex 290 acres of property; • That the property be zoned I-1; • That the Special Use application regarding approval of the landfill and oil and gas exploration and development be approved; and • That the Certificate of Designation be issued upon approval of the Colorado Department of Health. ® WWI, lnc. ; r 5/25/90 1-6 1.3 COLORADO DEPARTMENT OF HEALTH SUBMITTAL CHECKLIST • ® WWI, Inc. 5/25/90 1-7 • . , ��pF A 0z0 'P �'.� li- 9 11,.E d tO , �+ . O • COLORADO DEPARTMENT OF HEALTH R;chard D. Lamm -‘4:k.\........ -2.-,:.......„,,,,y4:4- Thomas M, Vernon, M. Governor1876 D. execuuve Diret:or SOLID WASTE DISPOSAL SITE OR FACILITY CHECKLIST 4.1 SITE STANDARDS 4.1.1 Topograghy 7a e 8 or Plate * Maximum elevation 5112 feet pg. 4-4 Fig. 4-2 * Minimum elevation 5078 feet pg. 4-4 Fig. 4-2 ` * Maximum grade 5% . 4�`4-2 * Minimum grade 0.5% . pg. 4-4 Fi • �9. 4-2 4.1.2 Floodnleins * 100 Year Floodnlains - yes/©o (circle) ' pg. 4-5 Fig. 4-3 4.1.3 Aquifer Recharge ® no' * Aquifer recharge - yes (circle) P9s. 4-(14-25) F_ igures 4-6 - 4-10 * Sources o: recharge: No aquifers near same surface at the site. .may ' 4.1.4 Groundwater Travel Distance * Distance to closest dowtgradient - well 1,100 feet 5. 4- 20-24 Fig. 4-3 * Estimated or known permeability a e 4. of aquifer(s) 0.59 to 3.78 ft/day Table 4.2 -----__— * Travel time " Distance - 7 1000 years Appendix A Permeability pgs. A-(24-26) * Calculated travel time 7 1000 years * Years of operation 25± pg 4-26 4.1.5 Isolate Wastes ^ * Main isolation factors: U er Laramie Sec. • claystone, clay liners, leachate col ection ?& 4.3 1-8 • 4210 EAST 11TH AVENUE DENVER. COLORADO 80220 PHONE (303) 320.8333 • 4.1.6 fifer 3enefi ciai use Pa Re 0 or Plate * List aquifers beneath site: Laramie Fox Hills ----- Pgs. 4-14, 15, Fig. 4-9, 4-10 * Uses of listed aquifers: Commercial pgs. 4-14 - 25) domestic and livestock table 4� 3 Fla-• 4-3, 4-9 • 4.2 ENCTNEEp G DESIGN STANDARDS • 4.2.1 Groundwater Protection Pgs. 4-14-25, 28, * Types o£ groundwater protection 29, 77-80) cia liner, leachate collection. 300 feet of F�9ures 4-b - 4-10 and c aer one, Ina cover, groan wa er Sur ace wa er mom onng - 4.2.2 Diversion Structures • * Pernanent diversion structures - ao es Y �(c_rcle) Pgs. 4-28 & 4-30 Same * Temporary diversion structures - • no (circle) * Types o£ surfac e water dive-sips structures: Same Storm wa rte collection berms and dikes — —� 4.2.3 CeyaLc i___ s * List geologic hazards at site: None ----�� Pgs. 4-1 d q_12 ----------------------- ------ 4.2.4 Moaitoria Sie nDesi n • * Designed is accordance with Water - Well a- . ump Installation Contractors Apt —�•o (circle) Pgs. 4-,77-801 Fig. 4-18 • * Request for waiver - yes no circle) n—________. * ® Type of modifications None n/a ____—_____y • 1-9 • • Page 0 or Plate 4.2.5 Adequate Cover ® * Daily cover Daily cover thickness 6" min. Das. 4-(29_1_21:33) (minimum 6 inches) pgs. 4-(29, 31-33):arid Total amount needed 1,177,000 e.y. Table 4.3-1 Location/source on Site same as above Constituents Eolian clays & ilmtone same a t above Amount available 5,195,000 c.y. aStOnd same as abQye * Intermediate cover Intermediate cove: thickness 12" minimum Table 4.3-1 (minimum 12 inches) Table 4.3-1 Total amount needed 62,000 e.y. Frequency As needed Po. 4-29. Da. 4-(31-33) Constituents Eolian clays, claystone Table 4.3-1 • Location/source On site _ Table 4.3-1 Amount available 5,195,000 c.Y. Table 4,,-1 4.2.6 Final Cover * Will 2 feet al cover be adequate? - y.s.si/no (circle) pgs. qg, 32, 35 & 36 ) comments: Eolian soils will be used for final cover. • 4.2.7 Water * Amount of vater 'for construction n/a n/a • * Source of :rater Hydrant in Dacono, well completed in Laramie-Fox Hills water from Bull Ditch 4.3 GENERAL DATA 4.3.1 Site Description * Mailing address: WCR #8, Dacono, CO 80514 * Legal description: Portion of E1/2 of Figure 3-9 Sec. 17, T1N, R67W of bth P.A. 4.3.2 Area * Total acres of site 280 pg. 4-26, Figure 4-2 ® * Total acres of disposal area 100 p9. 4-26, Figure 4-2 • • 1-10 ?tea 0 or ?late 4.3.3 Waste Stream • • * List all types of waste: Municipal solid pq. 4-27 waste, commercial solid waste, and fly ash and bottom ash from coal fired power plants 4.3.4 Service Area * List areas of service: Weld County and pg. 3-27 _;Private Carriers * List access roads to site: WCR #8 _ pq. 4-26 4.4 GEOLOGIC DATA 4.4.1 Unconsolidated Data * List subsoil materials: Eolian clay pg. 4-9' ® * Thickness of subsoil materials 2-14 feet` pg. 4-9, Figure 4-11 4. 1 .? C.:1;sol:;dae.1 Jura * Depth to Bedrock 2 to 14 feet _ pqs 4-9 & 4-10 * Thickness of uppermost consolidated formation 2 to 14 feet _ 4.4.3 Geologic Structures * Regional strike Northwest pg. 4-11, Fig. 4-6 thru 4-10 Dip lu to bu southeast— same * List geologic structures: Inactive faults. pgs. 4-(11-13) local bedding character affecte0 by faults — - 4.4.4 Geologic Hazards * List geologic hazards: None Sec. 4.1, pg. 4-11 & 4-12 • • • 1-11 Page D or Plate 4.5 HYDROLOGICAL DATA ® 4.5.1 Surface Waters • * List surface water features within 2 mile radius: Little Dry Creek, Big Dry Fig. 4-3 . Creek, Stanlev Ditch, Stanley Lateral Ditch, Brantner Ditch, Bull Ditch, Thompson Ditch, and 24 lakes/reservoirs. Note: Surface water features tabulated by section number, some may be over 2 miles from the site. 4.5. 2 Uppermost Aquifer, * Depth to uppermost aquifer 300 feet pg. 4-(15-25) fig. 4-9 and-4-10 * Thickness of uppermost aquifer 200 feet • Sane 4.5.3 Domestic Wells * List of domestic wells provided - yes/no (circle) Table 4.3, Fig. 4-3 (Attach copy of list of domestic wells) 4.5.4 Hydrologic ?ronerties See Sec. 4.2 • * Alluvial groundwater n/a - Hydraulic Conductivity n/a n/a (vertical & horizontal) n/a n/a - Hydraulic gradient n/a n/a - Porosity n/a n/a - Specific retention n/a n/a - Specific yield n/a n/a - Flow direction -n/a n/a - (piezometric map) - Permeability n/a n/a - Water table depth n/a n/a. - Transmissivity j1/a n/a - Storage coefficient n/a n/a * Unconfined Aquifer -- Hydraulic conductivity n/a n/a (vertical & horizontal) - Hydraulic gradient n/a n/a - Porosity n/a n/a - Seepage velocity n/a n/a - Specific yield n/a n/a - Flow direction n/a n/a (piezometrick map) n/a nia - Permeability n/a n/a S - Water table depth n/a n/a - Yransmissivity n/a �,_ - Storage coefficient n/a n/a 1-12 Page 0 or Plate * Confined Aquifer. pgs, 4-21, 22, 24 • ® - Hydraulic conductivity (vertical & horizontal) pgs. 4-21, 22 & 25 - Hydraulic gradient pgs. 4-21, 24 - Porosity pgs, 4-21, 22 & 25 - Seepage velocity pqs, 4-21, 24 ' - Specific retention Same - Specific yield pgs, 4-20. 4-23 - Flow direction (piezometrick mop) pgs, 4-21, 24, Table 4.2 - Permeability • - Water table depth pgs. 4-19, 20, 22 & 23 - Traasm£ssivity _pgs. 4-19, 25 - Storage coefficient pis. 4-21, 24 ' 4.5.5 Flood Plains * 100 year flood plains - yes no (circle) pg. 4-5, Fig. 4-3 • 4.5.6 Potential Impacts * List potential surface water impacts:- pg. 4-21 Little Dry Creek •® pg. 4-(19-25) * List potential groundwater impacts: iaramie Fox Milli Aquifer * Water Balance Infiltration of precipitation pg. 4-34 to leachate collection system * 0.067 in/yr. 4.5.7 Groundwater Quality * Does grouadw sampling meet minimum P9 4-(77-79) • parameters yes no (circle) F-:-9, 4-17 * Will backgr• - •• information be pg, 4_(77_79) adequate /no (circle) r:g, 4 17 4.6 ENGINEERING DATA 4.6.1 Cover Material Refer to sections 4.2.5 and 4.2.6 • 1-13 Page 0 or Plate 4.6.2 Liner Material • •® * Liner Material will be used 400 no (circle) p9. 4-(31-33) Fig. 4-15, 4-16 * Where liner material will be used: bottoms & pg. 4-31 sides * Amount needed 500,000 c.y. Table 4.3-1 • Eolian clays and claystone * Source of material hadn't-Se nn cite pg "-'1 .* Thickness of liner 3' bottom and sides D9. 4-33 e cap * Constituents Eolian clays and claystone Pg. 4-31 * Compaction density (Minimum 95T) 95% pg. 4-33 * Design permeability 10-7 cm/sce • • * pg. 4-29 * Atteberg limits west side of optimum pg. 4-33 * Construction procedures 6" lifts - 7" sheeps- Pg. 4-33 foot compactor 4.6.3 Maos • a. Location and A of cut for liners; and daily or Late. ate cove=, and final cover; Fig. 4-13 b. Location and depths of proposed fill or processing areas; Fig. 4-13. 4-14 c. Location, dimensions, and grades cf all fig. 4-13, 4-14 surface water diversion structures; d. Location and dimensions o: all surface water containment structures, including those designed to impound contaminated runoff leachate' Fig 4_13. 4-14 sludge, or liquids for evaporative treatment; e. Spatial distrubution o£ engineering, geologic and hydrologic data, and relationship to Fig. 4-4 - Fig. 4-12 proposed facility; f. Location of all proposed monitoring points for surface water and groundwater quality and explosive gases; Figs. 4-3 and 4-13 g. Location of all proposed monitoring points for surface water and groundwater quality and explosive gases; Figs. 4-3 and 4-17. 4-1$ Sh. Final contours and grades of the fill surface Fig. 4-14 after closure; 1-14 Page 0 or Plate • i. Location of fencing co be placed on-site; pgs 4-45, 4-52 ® j. Location o£ each discrete phase of development. Fig. 4-13 4.6.4 Construction Details of Monitoring Wells * Diagrams of each type of monitoring well. Fig. 4-18 * List well depth, screened interval, material used for each well: P9S 4-(77-80) f:g. 4-18 4.7 OPERATIONAL DATA 4.7.1 Operational Qualifications * Operator Qualifications: pgs. 4-39, 4-40 Appendix E • * Name Western Waste Industries, Inc. * mailingaddress of site WCR #8, Oacono CO, 80514 * Mailing address of operator 100 I-45 Suite 210, Conroe, TX 77310 * Mailing address of authority to cake corrective action Zia Qureshi , 100 I-45 Suite 210, Conroe, TX 77310 _ * Authority of person correcting non-compliance Zia Qureshi 4.7.2 Hours of Operation • * Schedule 7:00 a.m, to 6:00 P,m. M-F 7:00 a.m. to 1:00 p.m. Sat, closed Sunday * Attendants present pgs. 4-40, 4-(54-57) 4.7.3 Waste Volumes • ® * Volume of waste(s) 7,433,000 c.y. pg. 4-26 Table 4.3-1 * Quality determination of sludge n/a n/a 1-15 , Page J or Plate 4.7.4 Personnel • ® * List personnel (classification and job descriptions) pgs. 4-(54-57) 4.7.5 Equipment * List equipment (description aad uses) pgs. 4-(62-63) 4.7.6 Records * Will the following be included is a system of records: ® - incoming wastes, volume/day Irar/no ••s. 4- 63-65 - water quality quarterly aonitoriag •e-/no• ••s. 4- 77-80 - erplosive gas monitoring results es�no • •s. 4- 63-65 - approved coastruction details a ao pg. -.4 - variations from approved operation - amount, type and location of special wastes ` P ao (circle) pgs. 4-(63-65) 4.7.7 Disposal Cells * Cut and fill procedures pgs. 4-(49-50) * Number of cells four phases Fig. 4-13 * Dimensions of cells open face: 75x100' Fig. 4-13 * Slope stability o£ cells (final grade of cells) Fig. 4-14, 4-15 • * Maximum slope 3:1 * Minimum distance between fill and water ® table >100 feet Fig. 4-(9-16) & 4-12 * Liner emplacement procedure clay compacted pgs. 4-O, 32-33, 49 & 50) with 6" lifts 1-16 Page 6 or Plate 4.7.8 Cover Aoplication' ® * Frequency of dally cover daily pqs. 4-29, SO * Frequency of intermediate cover 4.7.9 Fencing * Type of fencing wind and farm 2q. 4-52 * Height o£ fencing 4x5 pg. 4-52 * Materials used farm fence and wind fence pq. 4-52 * Location o£ fencing property line & wOrkinO_ Pgs 4-45, 4-52 face * ,Additional types o£ barriers stability pq• 4-45 dikes and berms 4.7.10 Nuisance Conditions * Windblown trash control pg. 4-29. 50 * Dust control pg. 4-54 • • * Odor control p9. 4-54' • * Vector control pgs 4-53, 54 pg. 4-65 4.7.11 Fire Protection * Nearest Fire Department pg. 4-71 * Water useable for fire control p9. 4-65 * Fire control procedures pg. 4-66 4.7.12 Windblown Debris • ' * Wind characteristics pg. 4-7 * Wind monitoring at site - yes1D (circle) * Frequency of litter pick-up daily pg. 4-52 • • * Size of working face 75 x Inn pg a-1A * Provisions of closing down on high wiod, ogs 4-61, 52) days 1-17 Page d or Plate '4.7.13 Conceptual Plans • * Procedures taken for surface water or groundwater contamination pg. 4-79 * Procedures taken to correct nuisance pgs 4448, 49) conditions pgs 4-(66-71) * Agencies that will be notified pg. 4-71 * Schedule for remediation n/a * Potential testing to examine problem pg. 4-79 • * Potential types or remediation pg. 4-79 . * Responsible party or parties for implementation of remedial action plan pgs 4-(54-57) 4.7.14 Water ® * Source of water Hydrant near Oacono well pg. 4-65 or $ull Ditch * Est mated amounts needed Fire, 2L000 gals. pg. 4-65 4.8 CLOSURE DATA 4.8.1 Maintenance * Surface water control p9. 4-74, Fig. 4-14 * Nuisance conditions control pgs 4474, 75) * Length of maintenance 25 year$ pg. 4•(26, 72-75) * Reclaiming procedures pg. 4-73 s 1_18 ,. t • Page 8 or Plate 4.8.2 Monitoring ® * Types of monitoring surface water DgS 4-(77-R(v ground water and methane* * Locations of potential monitoring Fig. 4-17 * Lifetime of monitoring 55 years, '25 during pqs 4-(77-80) b eration x'30 years post c'l0sure * Parameters Table 4.5 * Frequency of monitoring quarterly pgs 4-(77-80) 4.8.3 Final Contours • * Diagram of final contours Figure 4-14 • • 1-19 1.4 PROJECT TEAM . • Applicant: Western Waste Industries, Inc. Waste Disposal Services Group 100 Interstate 45 LP Tower, Suite 210 Conroe, Texas 77310 (409) 760-3585 • Attn: Zia Qureshi Legal Counsel : Grant, Bernard, Lyons and Gaddis Attorneys at Law 515 Kimbark Street Post Office Box 978 Longmont, Colorado 80502-0978 776-9900 Attn: Wally Grant Planners/Civil Rocky Mountain Consultants, Inc. Engineers: 1960 Industrial Circle, Suite A Longmont, Colorado 80501 772-5282 Attn: Jennifer V. Rodriguez Design Engineers: Warzyn Engineering Inc. One Science Court • P.O. Box 5385 Madison, Wisconsin 53705 (608) 273-0440 Attn: Dan Kolberg ® WWl. Inc. 5/75/90 1-20 rnnY� .:+ ' q`�5z. "*A" T""x M F^ r �In4C`n f.V:,'^' 4 iu 11., 9'M�'A) ,,,tr �. y .he a 40� yI?t:1"r?kyin Y vy X11 ANNEXATION AND ZONING 4fr- 4 IL 0 Western Waste Industries ~ • + MEMMEMMEk PETITION FOR ANNEXATION #1 (Includes Weld County Roads 15 and 10) T0: THE CITY COUNCIL OF THE CITY OF DACONO, COLORADO We, the undersigned landowners, in accordance with Colorado law, hereby petition the City of Dacono and its City Council for annexation to the City of Dacono of the unincorporated territory, the legal description of which is attached hereto as Exhibit A and incorporated herein by this reference, located in the County of Weld and the State of Colorado, and to be known as the Western Waste • Annexation to the City of Dacono. As part of this petition, your petitioners further state to the City Council that: 1 . It is desirable and necessary that the territory described in Exhibit A be annexed to the City of Dacono. 2. The requirements of Sections 31-12-104 and 31-12-105, C.R.S. . as amended, exist or have been met in that: a. Not less than one-sixth of the perimeter of the area proposed • to be •annexed is contiguous with the City of Dacono or will be contiguous with the City of Dacono within such time as required by Section 31-12-104. b. A community of interest exists between the area proposed to be annexed and the City of Dacono. c. The area proposed to be annexed is urban or will be urbanized in the near future. d. The area proposed to be annexed is integrated with or is capable of being integrated with the City of Dacono. e. No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road, or other public way. f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous ® • 1 tracts or parcels of real estate, comprises twenty acres of more, and which, together with the buildings and improvements 41 situated thereon, has an assessed value in excess of two hundred thousand dollars (5200.000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g. No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h. The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district. i . The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the City of Dacono more than three miles in any direction from any point of the boundary of the City of Dacono in any one year. j . The territory proposed to be annexed is approximately 29.502 acres in total area. k. Prior to completion of the annexation of the area proposed to be annexed, a plan will be in place, pursuant to Section 31- 12-105 (1) (e) , C.R.S. , which generally describes the proposed location, character, and extent of streets, subways, bridges, • waterways, waterfronts, parkways, playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the City of Oacono: and the proposed land uses for the area; such plan to be updated at least once annually. 1 . In establishing the boundary of the area proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the area annexed, and reasonable access will not be denied to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the City of Dacono but is not bounded on both sides by the City of Dacono. m. If required, an impact report will be prepared and filed pursuant to Section 31-12-108.5, C.R.S. 3. The owners of more than fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and hereby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing the following information: • a. A written legal description of the boundaries of the area proposed to be annexed; • b. A map showing the boundary of the area proposed to be annexed, said map prepared by and containing the seal of a registered engineer; c. Within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers • of plots or of lots and blocks; d. Next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the City of Dacono and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. 5. Upon the annexation ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, resolutions, rules, and regulations of the City of Dacono, except for general property taxes of the City of Dacono, which shall become effective as of the January T next ensuing. o. The zoning classification requested for the area proposed to be annexed is I-I Light Industrial . Additionally it is requested that oil and gas exploration and production be permitted as a use by right. 7. If required by the City, an annexation agreement has been or will be executed by the petitioners herein and the City of Dacono relating to this annexation and the petitioners hereby expressly consent to the terms and conditions set forth in the annexation agreement. 8. Petitioners authorize Western Waste Industries, Inc. , as option holder and future owner of the lands described herein, to act on behalf of Petitioners, as their attorneys with full legal power to negotiate and finalize the terms of the annexation, zoning, special use application and Certificate of Designation for the lands described herein, and all agreements related thereto. WHEREFORE, the petitioners, whose signatures are on the signature sheet on the next page, respectfully request that the City of Oacono, acting through its City Council , approve the annexation of the area proposed to be annexed: SOF:jg • SDF\WWI\WESTW-PI.ANX • 3 • c - I N c T. iS�� •+ c i T1r s. �S + 0yyr 00 •CrU N O/ -C aJ OL.0 •�� c I r0i1) r C'0 d ..1 I dr L e.ag7 r_ d .C O p O V d I• �d •ey L� r+ l� I OX pLV CC^ . L L .1.1.41) b d •R L W U A+' b la + d ,t7)- 01M. s O.c..� L N= I•.x O. d d 01, s b^ O + y L N L� Cu I L{ •C.O7 F O J •y• • I.C d tJ t N d 0 X j� y ..+ 6 O A O IW V s .C y 701E �iL •eN O m O .... G-0 c Id .y...C C TO•L A OI L.— N dr_w O TL N l0 •v •o •—a' •.1 N •o v 4 0 D oc as. as N I I I I I I n. CIC 'CIc o c Cu d d•". C ma: N X O ... as 0 d z •a O. C .i+•.• O C S- r C O L •V O f O d O T7 S. 01 tat CD •V.0 d ` ID d NC d •r L d F L 0•..• C L O •a .••` i ea d iN. L CJ I01 i ivJa E ..,17 C d ^'. 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O .� L N .•• L '0 C•1m J •1m W L 0 Iw r7.3 7 � O C V q..-W... 1 c4 O 00 V) Cbt, 11. 0 L V d "• J :‘� as r's75 v o as k`.....% dd �, \ \. 7 L 'V N. as d A G C X a j, P O in C A 0 • AFFIDAVIT OF CIRCULATOR• STATE OF COLORADO ss COUNTY OF Laid ) h,:.,� L 6u C51a being first duly sworn upon oath, Ceposes and says that (he or she) was the circulator of this Petition for Annexation of lands to the City of Dacono, Colorado, consisting of [ 6 ] pages including this page and that each signature hereon was witnessed by your affiant and is the signature of the person whose name it purports to be. tircul for A _•'� Subscribed and sworn to before me this d^'7 day of 0•144 _.,_.... 19 `"G , by SL1.wt;,1 104S;L'y y Witness my hand and official seal . My commission expires: 10,11.1..1. II �y, _uLncs� ti1V-!6- Notary Public • EXHIBIT' A LEGAL DESCRIPTION . • (Annexation #1) All that part of Sections 5, 7, 3 and : 7 in Township 1 North, Ponce 61 West. • weld County, Colorado being more particularly described as follows : Beginning at the Northwest corner of Section 5; thence along the North line of said Section 5, North 89'43'33" East 30.00 feet; thence parallel with the west line of said Section 5 South 01'06' 15" East 2723.22 feet; thence South 01'06'27" East 2645.46 'feet to a point on the North line of Section 3; tnence parallel with the West line of said Section 3 South 00'14'36" East 2642.46 feet; thence South• 00'15'04" East 2414.70 feet; thence leaving said parallel line South 42'53' 14" East 195.57 feet to a Point of Curve; thence along the arc of a curve to the left (radius of said curve being :77.46 feet. chord of said arc bears South 66'25'23" East 141 .25 feet) a distance of :4:.23 feet zo a Point 30.00 feet North of the Sour line of said Section E• thence para' . _ . with the South line of said Section S South 39.52'3:' East 2_43.05 feet ; thence South 39'53'04" East 25.0.24 feet to a point 30.00 feet west e re East line of Section 17 extended Northerly; .thence parallel with the :a:: line of said Section 17 South 00'3'. ' 12" East 260.01 feet; thence parallel wit,, _ e North line of said Section 17 North 3_'_3'04" West 25:1 . 94 fee: to a :tint the North-South centerline of said Section 17; thence eon_ said N:rtn-50.: . centerline North 00'10'57" Wes: 50.00 feet chance South %lc:2 '3 :est :63 . 3_ fee" ' thence North 00'10'5%' west '0.00 feet to a point :0.3Q feet "^ the North line of said Section 17; ...c,..2 parallel with said Norm lire _, . . 33'53.04" West :5C.00 feet . -hence North 39°52'31' West 2343,2: tee: .o _ point of curve; .hence leaving said oarallel line and al:nc th= ' a :,%ve to :he richt (radius of said c e of being 237.45 feet. chor ' sa _ Gr: g_... , • y North 65'23' 23" West 139.01 feet) a distance of 1:4,40 feet: 'hence North • 42'53' 14" Hest 213.Q: 'Pct to a port TE N,est he = st Section 7; thence parallel with :he East line of saio Section - Ncrtn00'15'04' rest 2432. .7 feet; hence Nortn 00`14'35 Wes" 2643. 7 fee: ._ point on the North line of said Section i 'hence South 23:22' :: " East ._ the Southeast corner of Section thence along !..6 Wes: . ,re feet t0 ^' � _ , - Section 5 North 01'06' 27" West 2645.31 fe=t to the Wes: cne—Guar:_r corner said Section 5; thence North 0:'05 West 2722.90 fee: to the point _ , 3eainning, containing 29.502 acres more or less. • PETITION FOR ANNEXATION #2 T0: THE CITY COUNCIL OF THE CITY OF DACONO, COLORADO We. the undersigned landowners, in accordance with Colorado law, hereby petition the City of Dacono and its City Council for annexation to the City of Dacono of the unincorporated territory, the legal description of which is attached hereto as Exhibit A and incorporated herein by this reference, located in the County of Weld and the State of Colorado, and to be known as the Western Waste Annexation to the City of Dacono. As part of this petition, your petitioners further state to the City Council that: 1. It is desirable and necessary that the territory described in Exhibit A be annexed to the City of Dacono. 2. The requirements of Sections 31-12-104 and 31-12-1CS. C.R.S. . as amended, exist or have been met in that: a. Not less than one-sixth of the perimeter of the area proposed to be annexed is contiguous with the City of Dacono or will be contiguous with the City of Dacono within such time as required by Section 31-12-104. b. A community of interest exists between the area proposed to be annexed and the City of Dacono. c. The area proposed to be annexed is urban or will be urbanized in the near future. d. The area proposed to be annexed is integrated with or is capable of being integrated with the City of Dacono. e. No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road, or other public way. f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous 1 tracts or parcels of real estate, comprises twenty acres of more, and which, together with the buildings and improvements 4111 situated thereon, has an assessed value in excess 9f two hundred thousand dollars (5200,000.00) for ad valorzm tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g. No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h. The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district . i . The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the City of Dacono more than three miles in any direction from any point of the boundary of the City of Oacono in any one year. j . The territory proposed to be annexed is approximately 190 acres in total area. k. Prior to completion of the annexation of the area proposed to be annexed, a plan will be in place, pursuant to Section 31- 12-105 (1) (e) , C.R.S. , which generally describes the proposed location. character, and extent of streets. subways. bridges, waterways, waterfronts, parkways, playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the City of Dacono: and the proposed land uses for the area: such plan to be updated at least once annually. 1 . In establishing the boundary of the area proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the area annexed, and reasonable access will not be denied to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the City of Dacono. but is not bounded on both sides by the City of Dacono. m. If required, an impact report will be prepared and filed pursuant to Section 31-12-108.5, C.R.S. • 3. The owners of more than fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and hereby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing the following information: 2 a. A written legal description of the boundaries of the area proposed to be annexed; ® b. A map showing the boundary of the area proposed to be annexed, said map prepared by and containing the seal of a registered engineer; c. Within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; • d. . Next to the boundary of the area proposed to be annexed. a drawing of the contiguous boundary of the City of Dacono and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. 5. Upon the annexation ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances. resolutions, rules, and regulations of the City of Dacono, except for general property taxes of the City of Oacono, which shall become effective as of the January 1 next ensuing. o. The zoning classification requested for the area proposed to be annexed is I-I Light Industrial . Additionally it is requested that oil and gas exploration and production be permitted as a use by right. 114 7. ' If required by the City, an annexation agreement has been or will be executed by the petitioners herein and the City of Dacono relating to this annexation and the petitioners hereby expressly consent to the terms and conditions set forth in the annexation agreement. 8. Petitioners authorize Western Waste Industries, Inc. , as option holder and future owner of the lands described herein, to act on behalf of Petitioners, as their attorneys with full legal power to negotiate and finalize the terms of the annexation, zoning, special use application and Certificate of Designation for the lands described herein, and all agreements related thereto. WHEREFORE, the petitioners, whose signatures are on the signature sheet on the next page, respectfully request that the City of Dacono, acting through its City Council , approve the annexation of the area proposed to be annexed: • SDF:j9 SDF\WWi\vESTW.P.AN% 3 ca 4.. r O. O d .C O0+ ✓ C'Vm ✓ • kali✓ ✓fa ..7 d .G L 0 d faI✓ L 0.1 O O.v a. I...C O. 01 0/ O ,.OL N 1-L, U j..'0 r C O• C C jL C L N C OO 2 ifl.I C W V . .O , V 4! O O.-o a 1 ry 1 4, ...1-0 ✓ L•. C Ol ICJ ✓ CCamOLN 4 Ih no N •••�V V,-' N I P•• C4 -O-O !o C 07 07 01 .'. C N D O CD X ? C O O N O � f ej T•'TO d N.O 01 T La X` L O•'I • „Q L O .a ✓ d ' N A d IT L� iaOC0) -� L r la.C O O V, ✓ .+ •.. N, ✓u.'O f.. L n I O c C o 0i-o O O 3 '—' o o N c 7 ""' ?,-`o L o x N N 07 •. 07 C. 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' y•C W C , 1O V) O •J ✓ P O1 Ca. in y1 • �` v ~(N c 1 O 3 .r ',4 %a- O ✓ r\ wv Ct)d C). <a 0 ✓ Q c F > T O V)'0 A J • AFFIDAVIT OF CIRCULATOR STATE OF COLORADO ) ) ss COUNTY OF 'J14110 ) "7uL56v1 being first duly sworn upon oath. deposes and says that (he or she) was the circulator of this Pet;tion for Annexation of lands to the City of Dacono, Colorado, consisting of ( L ] pages including this page and that each signature hereon was witnessed by your affiant and is the signature of the person whose name it purports to be. 1 Circulator • —\ • Subscribed and sworn to before me this r�l day of 19 , by 1%.A56.114 , -L, -;/_.ixi • fitness my hand and official seal . n • ' N r � •„ My commission expires: -•(12r- t":;7' 'c '��L;O•A.G,.. Notary Public EXHIBIT A ® LEGAL DESCRIPTION (ANNEXATION #2) • ALL THAT PART OF THE EAST ONE-HALF OF SECTION 17, TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE 6TH P.M. , WELD COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 17, WHENCE THE NORTH ONE-QUARTER CORNER OF SAID SECTION 17 BEARS NORTH 00°10'57" WEST 260.00 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID SECTION 17 SOUTH 89°53'04" EAST 2611 .14 FEET TO A POINT 30.00 FEET WEST OF THE EAST LINE OF SAID SECTION 17; THENCE PARALLEL WITH THE EAST LINE OF SAID SECTION 17 SOUTH 00°31'12" EAST 2411.20 FEET; THENCE SOUTH 00°31'46" EAST 180.64 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE BULL DITCH; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING COURSES: THENCE SOUTH 89°20'48" WEST 53.24 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 468.75 FEET, A CENTRAL ANGLE OF 05`40'28", CHORD OF SAID ARC BEARS SOUTH 86°30'35" WEST 46.41 FEET) A DISTANCE OF 46.42 FEET; THENCE SOUTH 83°40'21" WEST 72.92 FEET; THENCE NORTH 88°22'43" WEST 318.52 FEET; THENCE NORTH 85'56'36" WEST 78.51 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 443.89 FEET, A CENTRAL ANGLE OF 17°06'30", CHORD OF SAID ARC BEARS SOUTH 85°30'09" WEST 132.05 FEET) A . DISTANCE OF 132.54 FEET; THENCE SOUTH 76°56'53" WEST 31 .70 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 557.53 FEET, A ® CENTRAL ANGLE OF 15°33'16", CHORD OF SAID ARC BEARS SOUTH 69°10' 13" WEST 150.89 FEET) A DISTANCE OF 151.36 FEET; THENCE SOUTH 61°23'37" WEST 497.02 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT (SAID CURVE HAVING A RADIUS OF 250.95 FEET, A CENTRAL ANGLE OF 42°27'25", CHORD OF SAID ARC BEARS SOUTH 40°09'55" WEST 181.73 FEET) A DISTANCE OF 185.96 FEET; THENCE SOUTH 18°56'13" WEST 527.20 FEET; THENCE SOUTH 29°43'09" WEST 380.76 FEET; THENCE SOUTH 16°26'01" WEST 50.39 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 714.42 FEET, A CENTRAL ANGLE OF 7°32'04", CHORD OF SAID ARC BEARS SOUTH 20°11 '46" WEST 93.88 FEET) A DISTANCE OF 93.95 FEET; THENCE SOUTH 23°57'47" WEST 197.32 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (SAID CURVE HAVING A RADIUS OF 250.80 FEET, A CENTRAL ANGLE OF . 18°01'38", CHORD OF SAID ARC BEARS SOUTH 32°58'36" WEST 78.59 FEET) A DISTANCE OF 78.91 FEET TO A POINT ON THE EAST LINE OF THE WEST ONE-HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE OF THE BULL DITCH NORTH 00°15'50" WEST 513. 12 FEET TO THE NORTHEAST CORNER OF SAID WEST ONE-HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 89°52'3+4" WEST 666.06 FEET TO THE NORTHWEST CORNER OF SAID WEST ONE-HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 00°10'34" WEST 1324.04 FEET TO THE CENTER ONE- QUARTER CORNER OF SAID SECTION 17; THENCE ALONG THE WEST LINE OF THE EAST ONE- HALF OF SAID SECTION 17 NORTH 00°10'57" WEST 2418.24 FEET TO THE POINT OF BEGINNING, CONTAINING 190.00 ACRES MORE OR LESS. OEPT8ETC/1.2/WWASTE2.LEG PETITION FOR ANNEXATION *3 (Includes Weld County Road 17) T0: THE CITY COUNCIL OF THE CITY OF DACONO, COLORADO We, the undersigned landowners, in accordance with Colorado law, hereby petition the City of Dacono and its City Council for annexation to the City of Dacono of the unincorporated territory, the legal description of which is attached hereto as Exhibit A and incorporated herein by this reference, located in the County of Weld and the State of Colorado, and to be known as the Western Waste Annexation to the City of Dacono. As part of this petition, your petitioners further state to the City Council that: 1 . It is desirable and necessary that the territory described in Exhibit A be annexed to the City of Dacono. 2. The requirements of Sections 31-12-104 and 31-12-105. C.R.S. , as amended, exist or have been met in that: a. Not less than one-sixth of the perimeter of the area proposed to be annexed is contiguous with the City of Dacono or will be contiguous with the City of Dacono within such time as required by Section 31-12-104. b. A community of interest exists between the area proposed to be annexed and the City of Dacono. • c. The area proposed to be annexed is urban or will be urbanized in the near future. • d. The area proposed to be annexed is integrated with or is capable of being integrated with the City of Daconc. e. No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or- more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road, or other public way, f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, whether consisting of • 1 one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, comprises twenty acres of more, and which, together with the buildings and improvements situated thereon, has an assessed value in excess of two hundred thousand dollars (S200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g. No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. . h. The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district. i . The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the City of • Dacono more than three miles in any direction from any point of the boundary of the City of Dacono in any one year. j . The territory proposed to be annexed is approximately 73 acres in total area. • k. Prior to completion of the annexation of the area proposed to be annexed, a pian will be in place, pursuant to Section 31- 12-105 (1) (e) . C.R.S. , which generally describes the proposed location, character, and extent of streets, subways, bridges, • waterways, waterfronts, parkways, playgrounds, squares, parks. aviation fields, other public ways, grounds, open spaces. public utilities, and terminals for water, light, sanitation. transportation, and power to be provided by the City of Dacono: and the proposed land uses for the area: such plan to be updated at least once annually. • 1 . In establishing the boundary of the area proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the area annexed, and reasonable access will . not be denied to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the City of Dacono but is not • bounded on both sides by the City of Dacono. m. If required, an impact report will be prepared ?nd filed pursuant to Section 31.12-108.5, C.R.S. 3. The owners of more than fifty percent of the area proposed to be annexed. exclusive of dedicated streets and alleys, have signed this petition and hereby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing • the following information: • 2 a. A written legal description of the boundaries of the area proposed to be annexed; b. A map showing the boundary of the area proposed to be annexed. Said map prepared by and containing the seal of a registered engineer; • c. Within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; d. Next to the boundary of the area proposed to be annexed, a • drawing of the contiguous boundary of the City of Dacono and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. S. Upon the annexation ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, resolutions, rules, and regulations of the City of Dacono. except for general property taxes of the City of Dacono. which shall become effective . as of the January 1 next ensuing. o. The zoning classification requested for the area proposed to be annexed is I-1 Light Industrial . Additionally it is requested that oil and gas exploration and production be permitted as a use by right. • 7. If required by the City, an annexation agreement has been or will be executed by the petitioners herein and the City of Dacono relating to this annexation and the petitioners hereby expressly consent to the terms and conditions set forth in the annexation agreement. 3. Petitioners authorize Western Waste Industries. Inc. , as option holder and future owner of the lands described herein, to act on behalf of Petitioners, as their attorneys with full legal power to negotiate and finalize the terms of the annexation, zoning, special use application and Certificate of Designation for the lands described herein, and all agreements related thereto. WHEREFORE, the petitioners, whose signatures are on the signature sheet on the next page, respectfully request that the City of Dacono, acting through its City Council , approve the annexation of the area proposed to be annexed: sov:;o sDcw.:\utstu-p.ANx • • O V d d L O d ..+ Cb .r 1 • .1•41) q �+ Lr . . 5" L L d d q d I... d O O.W OIW C L n N L^ C� I•..b Q.. I.C d Le.C in d O 7 xL C «-L..- O L IW re O ..•r L r O.9 C d ..r V N L•r C d �+ C C a.. O L q • IV) q fa .w.. V^' N 1 n. C -o 7 C q L IIn XO r O d - I q N IL O C L it . 'J C O S- q0 . 1' T'O LO al d N 7 T J i... d m.0 d Id N C d } is L O q r q 1 d I.° I N d Id O C d I L r q :C O O u... .mo ., � • 'd0 a) N _ X0 a '..p d C O d -7 O /. 2 •.. >,,S 9 L O X VI ✓l i d .I1 C O C r i L d d = L ^ v .• 'C ... L O C. q.-.. .. .... y .. p O H ., CO CO L CO W L i y . aa) • N 01 C Io C L C d 00 -O 00 I.4 2 d f.:Lt = 4d 1-) o C LI v . ' Oi'q O r. C •... C C C . d J J d O zr .++J"-• W X.C "0 1.L J C M .T LM C, Irn OC- ( 7r1m JPo1 Co i d O L L ,r Iw OlL C I O G q q •••-•I d 'C W C fJ c4 1..a O1 CT I r .. q .1) 0V) �� '1/2. Y, .a v'f o v> `(�\mss\\r\_•'11 J L �� `• I d � �` .. \ ^.. IW \`i \ I ee Ito O. 7Z (� cai ,` q C .. N C I � , IT b AFF19AVIT OF CIRCULATOR STATE OF COLORADO ) ) ss COUNTY OF jsci.'0 , being first duly sworn upon oath, deposes and says that' (he or she was the circulator of this Petition for Annexation of lands to the City of !Iacono. Colorado, consisting of ( ; pages including this page and that each signature hereon was witnessed by your _ffiant and is the signature of the person whose name it purports to be. • • Circulator • Subscribed and sworn to before me this -/ day of -. •ill, witness my hand and official seal . ,r My commission expires:• Notary Public i EXHIBIT A LEGAL DESCRIPTION (ANNEXATION #3) WALL THAT PART OF SECTION 8, 9, 16 AND 17 TOWNSHIP 1 NORTH, RANGE 67 WEST OF THE 6TH P.M. , WELD COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SECTION 17, WHENCE THE EAST ONE-QUARTER CORNER OF SAID SECTION 17 BEARS SOUTH 00°31'12" EAST, WITH ALL BEARINGS HEREIN RELATED THERETO; THENCE NORTH 89'53'04" WEST 30.00 FEET; THENCE NORTH 00°31'12" WEST 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89'53'04" EAST 60.00 FEET; THENCE PARALLEL WITH THE EAST LINE OF SAID SECTION 17 EXTENDED NORTHERLY AND 30.00 FEET EAST THEREOF SOUTH 00°31'12" EAST 2,670.80 FEET; THENCE CONTINUING PARALLEL WITH SAID EAST LINE SOUTH OC°31'46" EAST 1,320.41 FEET; THENCE ALONG THE NORTH LINE OF THE EAST ONE-HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17 SOUTH 89°52'34" WEST 696.06 FEET TO THE NORTHWEST CORNER OF SAID EAST ONE-HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE ALONG THE WEST LINE OF SAID EAST ONE- HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER SOUTH 00'26'27" EAST 1.291 .15 FEET; THENCE PARALLEL WITH AND 30.00 FEET NORTH OF THE SOUTH LINE OF SAID SECTION 17, SOUTH 89°47'35" WEST 1,336.10 FEET 70 THE EAST LINE OF THE WEST ONE-HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17; -HENCE NORTH 00°15'50" WEST 656.84 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF THE BULL DITCH AND A POINT ON A NON-TANGENT CURVE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT AND ALONG SAID SOUTH RIGHT-OF-WAY LINE OF THE BULL DITCH THE FOLLOWING COURSES: (RADIUS OF SAID CURVE BEING 345.80 FEET, CHORD OF SAID ARC BEARS NORTH ® 40°36'56" EAST 198. 19 FEET) A DISTANCE OF 201.01 FEET; THENCE NORTH 23'57'47" EAST 197.32 FEET 70 A POINT OF CURVE; THENCE ALONG THE ARC OF A CURVE 70 THE LEFT (RADIUS OF SAID CURVE BEING 809.42 FEET, CHORD OF SAID ARC BEARS NORTH 20'11'46" EAST 106.36 FEET) A DISTANCE OF 106.44 FEET; THENCE NORTH 16°25'24" EAST 39.34 FEET; THENCE NORTH 29'43'09" EAST 378.65 FEET; THENCE NORTH 18°56' 13" EAST 536.16 FEET TO A POINT OF CURVE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (RADIUS OF SAID CURVE BEING 155.95 FEET, CHORD OF SAID ARC EARS NORTH 40°09'55" EAST 112.94 FEET) A DISTANCE OF 115.56 FEET; THENCE NORTH 61°23'37' EAST 497.02 FEET TO A POINT OF CURVE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (RADIUS OF SAID CURVE BEING 462.53 FEET, CHORD OF SAID ARC BEARS NORTH 69°10' 13" EAST 125. 18 FEET) A DISTANCE OF 125.18 FEET; THENCE NORTH 76'56'53" EAST 31.70 FEET TO A POINT OF CURVE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (RADIUS OF SAID CURVE BEING 348.89 FEET, CHORD OF SAID ARC BEARS NORTH 85'30'09" EAST 103.79 FEET) A DISTANCE OF 104.18 FEET; THENCE SOUTH 85°56'36" EAST 80.53 FEET; THENCE SOUTH 88°22'43" EAST 327. 13 FEET; THENCE NORTH 83'40'21" EAST 79.52 FEET TO A POINT OF CURVE; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT (RADIUS OF SAID CURVE BEING 373.75 FEET, CHORD OF SAID ARC BEARS NORTH 86°30'35" EAST 37.00 FEET) A DISTANCE OF 37.02 FEET; THENCE NORTH 89'20'48" EAST 53.03 FEET; THENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE OF THE BULL DITCH ALONG A LINE 30.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF SAID SECTION 17 THE FOLLOWING COURSES: NORTH 00'31'46" WEST 275.64 FEET; THENCE NORTH 00'31 ' 12" WEST 2,671 .22 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 73.745 ACRES MORE OR LESS. • DEPTSETC/1 .2/WWASTE3.LEG • ANNEXATION IMPACT REPORT WESTERN WASTE ANNEXATION May 25, 1990 • Prepared for: City of Dacono 512 Cherry Street Dacono, Colorado 80514 Prepared by: Grant, Bernard, Lyons & Gaddis 515 Kimbark - P.O. Box 978 Longmont, Colorado 80502-0978 TABLE OF CONTENTS Paae I. Project Description I II. Municipal Services I III. Special Districts 2 IV. School District Impact 2 V. Exhibit (Existing Conditions and Proposed land Use Map) 3 • I. PROJECT DESCRIPTION The proposed Western Waste Annexations are shown on the attached map - Exhibit A. The area to be annexed includes approximately IQA$ acres of existing Weld County Road 15 right-of-way, approximately 7.55 acres of existing Weld County Road 10 right-of-wzy, approximately 3_5g acres of existing Weld County Road 17, and approximately 271,34acres of and currently zoned agriculture. In conjunction with the proposed annexations, the zoning will change from Weld County Agricultural to Dacono I-1 zoning. II. MUNICIPAL SERVICES Municipal services for the Western Waste Annexation will be provided in the following manner. Electricitv Union Rural Electric Association Natural Qas Rocky Mountain Natural Gas Telephone U.S. West Water On site well Sewer On site septic systems until such time as service becomes • available from a sanitation district Fire The site will be served by the Longmont Fire Protection District. Police Dacono Police Department Financing the municipal services within the area to be annexed is addressed in an annexation agreement between the applicant and the City of Dacono. The annexation agreement is currently under negotiation and is not available at this time. 1 • • III. Special Districts The area to be annexed is included within the following special districts: Fort Lupton School District RE-8 301 Reynolds Ft. Lupton, Colorado 80621 Tri-area Ambulance District 350 4th Street Frederick, Colorado 80530 Longmont Fire Protection District 700 Weaver Park Road Unit D Longmont, Colorado 80501 Weld Library District 2227 23rd Avenue Greeley, Colorado 80631 Aimes Community College • 260 College Avenue Ft. Lupton, Colorado 80621 i IV. School District Impact Since industrial use for the project is sought, it is not anticipated that the annexation will affect the local public school district in any way. 2 ® V. Exhibits A. Existing conditions Map and proposed land use map (see figure 2-4, Annexation Impact Map) • SDF;jy sDF\WI\IM.RPT 3 • ® ® • , v rP2d2 H -kI s u�a v j es > a r r. Li 0714:34.14 74,4S571 -__e..._... kkuk*..*4*-'r� S.,"_ • 4 I ..miF•.bLLr Sit �.Jutish' i• ( '-112n \t>,\r•)\ \LbN\�V- �\\\\\\ ��\ Z�S?!10� • tk� 1 f R 5QY i++54-z { J , �`~" J 11.4t."k.' t "L 16Kwrr' Y r ..A + Yr. 5� d. 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L tez \ Z it !!��_ W 3 n ;'Y A i -�1 gg _ .a\\ :rime rJ :� dycT.2_ y0 r n,.n.c,w n 31.6011 rI j - i '�^ a.a ;° N 'V I ,V4 2 7.j I _ Sr_ u I �V ` `J mp ly- \ _C yLL-' I Z O 41 1: U i I TI d J T: - ;t---1:1 as.h I t • 0 _} t H JU o I K it: N 0. es , 1• 20.4 2 —a W o 3 C o 0 W�%co ` O ...c Z 4 N Y //J�D (` f)\ \ yl �r \ Z H u di i� ��. pep.�.l .• b (\ - .P ill✓ i. W az to cn -cc Cr; � J II l ^ �\ .. �/ ``:fix\ ' Imo_'': �,�`�___ �, �--� ' `lp �� ?NC:, Z �3z 5. / �� , ✓ I` '` \ A '4' ° •rii- -r� I . • °.� [ i ... � �', ~�_/-�I/ -r \\r te \ 'w \ et) 0 \ J�i - - 1 • • `. i�� ,. ' II t � , / S� ;.� Y g.} I cHr) i ill i "7 /II; i9aag94 •� J 1 1 : ) Z ° - • . r1 of i • ,`� y\s,� �Th �•' r -'1 0.4 ci_ _ o �l .� w t; �I V r S, . ,� it y �y r ••• ...S.:• ,'✓ I14 .1.. d N `� , w 1 y ,4%. t t. � ' tip .injr OAF 'll /11 42 6 - silo • Iti. r( , . i �J 1 �1 `l -_____ IN / . \_____It1/4‘-\_. ' 1/4....-"- :05- \ i"-\ -- a r- J � / ` \, I. al Y A.h N. i ' \ ` i �� J � ' 1l I� it 1 A -. N \ i \ �10 � � � 1 a r ;+—:\ ` ` r ail \� •' - -_ h i l I •� , 1 i u �i' a \ �=/ e N • \ •�� % o' 1 N .• , " _. . I I. • • • SPECIAL USE REVIEW l /4g • Western Waste Industries • 3.0 'INTRODUCTION III. SPECIAL USE PERMIT APPLICATION This Special Use Permit application addresses the development of an Integrated Waste Management Facility by Western Waste Industries (WWI) in Section 17, Township 1 North, Range 67 West of the 6th P.M. The proposal includes annexation to the City of Dacono and development as a Special Use in the Light Industrial zone. In addition to City of Dacono review of the Special Use, the Colorado Department of Health (CDH) will review the technical merits of the proposal and make a recommendation to the City regarding the issuance of a Certificate of Designation for the site. The Colorado Department of Health has assumed a lead role in the permitting of waste management facilities and has the final authority to issue the necessary permits. The WWI's Integrated Waste Management Facility includes a solid waste landfill and infrastructure for the development of waste reduction adjuncts including composting, recycling and resource recovery. WWI is committed to working with the community to develop plans for waste reduction that meet the long term goals • of the citizens and achieves any State or Federally mandated goals. Governor Romer's Task Force on Solid Waste Management is in the process of reviewing solid waste disposal within the state of Colorado. The Interim Reoort of the Governor's Task Force on Integrates! Solid Waste Management, published in January of 1990, emphasized the growing concern for safe, economic disposal of solid waste. The report stated, "fewer than 25 of Colorado's 148 existing municipal solid waste landfills are expected to be in compliance with EPA's proposed revisions to RCRA Subtitle 0."2 Therefore, impending Federal Regulations referred to as "Subtitle D", will force existing landfills to either comply with the regulations or close. The project description presented on the following pages includes the development of a safe, environmentally sound facility which is compatible with current and 2State of Colorado, p. 21. • 5/25/90 3-1 future development within the City of Dacono. WWI has established a reputation for the design, construction, and operation of state of the art facilities that meet or exceed all Federal , State and Local requirements. • ® WWI,Ina 4/25A0 3-2 3.1 REGULATORY COMPLIANCE • The Western Waste Industries' Integrated Waste Management Facility has been designed to address the existing and proposed regulations at the Federal , State, County and Local levels. This facility will be in compliance with "Subtitle 0" the day it opens. FEDERAL DEPT. OF WELD CITY OF REQUIREMENT SUBTITLE D HEALTH COUNTY DACONO *Requirements Exceeded .Open Burning - Open Burning Not Allowed - •Liquid Disposal - Liquid Disposal Not Allowed - .Siting Compatibility * * * * .Daily Cover * * * * 'Financial Assurance * * * * 'Ground-water Protection Liners * * * * Ground Water Monitoring & • Analysis * * * * State Compliance Goals * 'Methane Gas Monitoring * * * * .Closure and Post Closure Final Cover * * * * Ground water Monitoring * * * * Methane Monitoring * * * * Leachate Management * * * * Post Closure Care * * * * The technical merits of the proposal rank it as "state-of-the-art" for waste management within Colorado and the United States. The design and operation of the facility will meet or exceed all existing Federal , State and local standards. Further, the facility will be designed to meet proposed Federal regulations, "Subtitle D", which will impact the standard in the industry. The City of Dacono WWI,Inc. • 5115/50 3-3 will secure a long term disposal (25 years) option for its community and be one ® of the few communities within the State that has a "state-of-the-art" landfill facility which will meet the proposed "Subtitle D" regulations. Because of the integrated approach to waste management, the community has the opportunity to develop a waste reduction, recycling and resource recovery program at the facility. WWI is committed to working with the community to develop a long term program for integrated waste management and achieve any government mandated goals for waste reduction. The Governor's Task Force Report', as well as the Denver Regional Council of Governments' Report entitled SQ1i0 Waste Management in the Denver Region" additionally highlighted the importance of joint public/private efforts to address the issue of waste management. WWI has a history of working with municipalities and counties throughout the United States and developing successful waste management programs. The Company presently manages over 62 contracts with small cities and municipalities throughout the country. • • 'State of Colorado, p. 32. `DRCOG, Solid Waste Management in the Denver Region, (Dec. 1986, Colorado), p.p. 40-42. . S/2/90 3-4 - I 3.2 ENVIRONMENTAL PROTECTION AND INTEGRITY • The facility has been designed to maintain the integrity of the environment and retain ambient conditions during and post operations. The site location provides a favorable geologic and hydrogeologic setting. The presence of eolian material provides natural liners. The absence of any aquifers near the ground surface provide for a good setting. Ground water monitoring has been initiated on site in order to determine a baseline for comparison with monitoring that will be conducted during the operation of the facility and after closure. A detailed plan for monitoring is included in Section Iv of this suumittal . WWI, a publicly held corporation, will assume all environmental liability relative to the proposed activities at the site. • • war,Inc. 5/25/510 3-5 3.3 BENEFIT TO CITY OF DACONO The facility provides the City of Dacono a clear opportunity to benefit financially and at the same time attract viable clean industry to the area. This project provides innumerable benefits. The key ones are listed below. WWI Commitment •Cash Royalty; •Free Residential Trash Disposal ; •Potential Recycling Facility; and •Property Taxes. The financial benefit to the community from the Project will be realized annually. A preliminary fiscal impact analysis indicates the project will generate between $7,000,000 and $10,000,000 for the City of Dacono over the estimated 25 year life of the project. Dacono will have few of the costs which a community normally incurs in connection with annexation and development. There will be no requirement to furnish • utilities, fire protection or recreation facilities. The City's only expense, impact on streets, will be minimal and easily offset by revenues received. • WWI,,Inc. 5/25/90 3-6 3.4 COMPLIANCE WITH COMPREHENSIVE PLAN • The WWI facility is in compliance with the Comprehensive Plan update for the City of Dacono, prepared by Foxfire Community Planning and Development which is scheduled for completion in the summer of 1990. The draft document represents the results of citizen surveys, meetings with elected officials, Planning Commission members and Dacono citizens. The site chosen by WWI for the Integrated Waste Management Facility lies within Oacono's Secondary Planning Area and is designated Community Reserve. The Secondary Planning Area is intended to identify Dacono's area of influence and long term development expansion area. It is utilized in areas where municipal services are not currently available or anticipated within the near future. Lands identified as Community Reserve are intended to accommodate land uses that generally fail into the special use category, such as gravel mining, manufacturing or a special industrial use, which would include an Integrated Waste Management Facility. Special attention to compatibility issues and environmental impact are stressed in the evaluation of development proposals within this category. • Weld County Road 08 has been identified on the Comprehensive plan as an important future arterial for traffic from the southern half of the planning area. In addition, the intersection of County Road #8 and I-25 has been identified as an important interchange for commercial development for the City of Dacono as the construction of the beltway, E-470, and the new Denver International Airport proceed. The Comprehensive Plan (page VI-18) discusses commercial and industrial goals for the community. One goal is to expand new commercial and industrial development within the Dacono Planning Area and to strengthen the tax base by encouraging industrial uses that provide 'a net positive fiscal impact to the community. The objectives further state that the community supports industrial development that mitigates negative impacts on the environment and adjacent land uses and that can utilize existing regional transportation accesses. WWI,Inc • 545/90 3-7 l WWI's proposal for locating an Integrated Waste Management Facility within the emunicipal boundaries of the City of Dacono furthers the goals and objectives of the community. The facility was sited based upon sound environmental and land planning criteria. Special consideration was given to the following: • Geologic and Hydrogeologic conditions; • Hydrologic conditions; • Compatibility with the surrounding area; (Compatibility is a key component of the proposal and is addressed in the siting, design, operational and closure aspects of the project); and • Access - proximity to an Interstate Highway without impacting local streets. The Project will achieve the communities' goal of attracting new industry that is environmentally responsible while providing a net fiscal gain for the community. The standards which WWI adheres to in siting, designing, and operating their facilities will encourage commercial and "clean" industrial edevelopment to the community. Approved and environmentally sound disposal capacity is a significant attraction to new industry. WWI, itself, will meet the model of a clean industry providing a substantial net fiscal gain, to the City. IP WWI,Inc. 5/25/90 3-S 3.5 COMPLIANCE WITH ZONING DISTRICT • The proposal before the City of Dacono proposes Annexation to the city, I-1 zoning and approval of a Special Use Permit and Certificate of Designation. The proposal conforms with the I-1 zoning classification which allows an Integrated Waste Management Facility as a use by Special, Review. • NIE lne. • 5/25/90 3-9 3.6 COMPATIBILITY WITH EXISTING SURROUNDING LAND USES ® The facility has been sited 2 1/2 miles southeast of the developed limits of the City of Oacono and 1 1/2 miles from the municipal limits. The presence of a natural ridge between the City and the proposed facility will aid in blending the activity with the existing topography of the area. The compatibility issues associated with the development of the Integrated Waste Management Facility are addressed below: • VISUAL SCREENING Line of sight studies that have been completed in conjunction with the Special Use Permit application, indicate that the site is not visible from the City of Oacono because of the natural ridge which exists southeast of the community. From the existing developed limits of the City, the visual impact on the community will be negligible. The site is visible from Colorado Highway 52 to the northeast and appropriate design features have been included to visually screen the operation from this direction, including perimeter berming and landscaping. The perimeter berms and landscaping will also screen the site from . surrounding owners to the east, south and west. The site was chosen, in part, because of the rural character of the area and the limited number of residences in the vicinity. Within 1/2 mile of the proposed facility, there are nine residences. Although approximately 280 acres will be acquired by WWI, the actual "footprint" for development of the landfill utilizes approximately 100 acres. The remaining acreage will be used for perimeter grassed berms, associated structural facilities, such as, gate house and office, sedimentation basin, waste reduction facilities, recycling drop area and excess soil storage area. The unique modified "stair step" method of operation used by WWI begins by constructing perimeter berms. Stability dikes are constructed as part of the above grade landfilling process. The operation of the landfill is contained behind the stability dikes (See Figure 3.1). A stair step method is then used to place the refuse in horizontal layers, and compact it. Adjacent properties HIM ma • SAwV0 3-10 are buffered from the operations by the stability dikes and landscaped perimeter • berms. In addition, the working face of the landfill is kept to a small area and typically will not exceed 75 feet x 100 feet. Soil cover is applied at the end of the day after the refuse is compacted. This daily cover is approximately 6 to 12 inches thick and is placed at the top of the working face at the end of each day. Landfill operations will be conducted behind grassed berms and will not be visible to the adjacent properties except during the development of stability dikes and initial berms. Stability dike construction will take place for short periods of time throughout the life of the landfill . NOISE ABATEMENT The perimeter berms and stability dikes will provide noise buffers for equipment operating within the facility. In addition to these measures, the distance to the nearest residence is approximately 1300 feet from the proposed "footprint" of the landfill . Noise levels will meet State of Colorado standards during the construction, operation and closure phases of the project. • Noise levels will be further controlled by limiting hours of operation to 7:00 a.m. to 6:00 p.m., Monday through Friday and 7:00 a.m. to 1:00 p.m. on Saturday. On rare occasions these hours may be exceeded and appropriate notice will be provided to the City of Dacono officials. ODOR CONTROLS Detectable odors will typically be limited to the working face area and the odors associated with the waste as it arrives at the landfill . Since the working face is covered with compacted soil at the end of each day's operations, odors associated with the waste or decomposition of the waste will be controlled by WWI's method of operation. WWI's experience with other landfills, with similar operations, indicates that the frequent compaction and application of daily cover coupled with a small working face serve to eliminate odor problems. WWI,Inc • /24 A/u0 /4'� 3—I1 . OUST illUse of asphalt a11-weather access roads for landfill ingress/egress traffic will significantly curtail dust. Fill areas and berms reaching final grades will be closed and vegetated on a phased basis. Vegetated perimeter dikes will serve as wind screens to reduce dust propagation in operating areas. Disturbed land areas will be revegetated as soon as practical . A water truck will be used to suppress dust conditions. GROUNDWATER PROTECTION The hydrogeologic character of the site will permit the construction of an environmentally secure solid waste landfill . The location at the top of a broad ridge is such that no surface water from adjacent land will drain into the facility. Furthermore, soil characteristics and landfill design and construction techniques will protect against adverse impacts on ground water. Field studies completed to date indicate the depth to the closest aquifer capable of carrying ground water is in excess of 300 feet with actual water levels at approximately 500 feet below grade. The current agricultural use and local • irrigation of the area has recharged the shallow sandstone locally to an approximate depth of 5 to 10 feet below grade. The proposed activity will discontinue the local irrigation thereby terminating the presence of shallow ground water locally. The soil composition beneath the proposed "footprint" of the landfill is primarily claystone, which is highly plastic and contains relatively high amounts of carbonaceous material . The claystone material will limit the potential for ground water impacts on the underlying aquifers and is a favorable soil condition for the development of this facility. Records at the State Engineer's Office (SEO) indicate that there are 16 active wells within one mile of the proposal facility. (See Figure 3.2) The wells are typically 600 to 700 feet deep and tap water in the Laramie-Fox Hills aquifer. There is one shallow (60 feet deep) well located about 4200 feet south of the facility, and upgradient of the proposed facility. All the, wells are used for e �� 3-12 • domestic, livestock or commercial purposes. The wells will be protected from . the landfill by approximately 300 feet of claystone. Further protection is provided by the engineered components of the facility, such as the landfill liner, the leachate collection system and a ground water monitoring program. SURFACE WATER PROTECTION The Bull Canal which currently traverses the property will be relocated and lined with concrete in conjunction with development of the facility. The relocation plans and specifications will be reviewed and approved by the Farmers Reservoir and Irrigation Company (FRICO) Board. Temporary and permanent stormwater control structures will be employed to control and manage storm water at the landfill site. Permanent dikes, berms and drainage ditches will collect and deliver runoff to a sedimentation basin, from which it will be discharged at existing (pre-development) rates. Similar structures will convey storm water away from closed or unused portions of the site. Temporary dikes and grading of working areas will be employed throughout the site to direct runoff away from the active area of the landfill and thus, prevent its contact ® with refuse and minimize the leachate generation. WINDBLOWN TRASH CONTROL Control of windblown waste is essential to the operation of the landfill site. Windblown wastes will be controlled in several ways. First, all waste transportation vehicles using this facility will be required to have covers or other means of containment for the wastes they transport. The adequacy of covers or containment of incoming waste will be checked at the facility entrance. The next procedure for the control of windblown wastes will be the prompt landfilling of the wastes that have been deposited at the working face. The continual compaction of the waste assists in kneading the loose papers together and reduces the potential for wind blown wastes to leave the facility. Wind fences will be set up to contain any wind blown material in the immediate vicinity of the operating area. Personnel will also patrol the entire site and access roads and collect fugitive litter and windblown wastes. WR7,Inc ® SAWDO 3-13 • After the last load of waste has been received, spread, and compacted each day, preparations will begin for the application of the daily soil cover. Once this is done, daily soil cover will be transported to the working face where it will be deposited, spread, and compacted. A minimum of 6 inches of daily cover will be provided over all exposed waste. During extremely windy periods, the potential for problems with windblown wastes increases. On days when prevailing winds are a concern, it will be possible to _ locate the working face operation in a protected or semiprotectecl area of the site or at a lower level as described in the site operation plans. VECTOR CONTROL The need for vector control (control of rodents, flies, and mosquitos) will be minimized through the WWI method and standards of operating the site. The application of daily, intermediate and final covers will prevent habitation of the landfill by rodents. Similarly, daily cover of solid waste prohibits completion of the life cycle of flies. Even if fly larvae are present in organic • matter in the incoming solid waste, the waste will be quickly buried and covered and there is very little opportunity for flies to emerge as winged adults. Mosquito control will be provided by preventing the development of stagnant bodies of ponded water of the type which foster mosquito reproduction. If vector problems that require additional control beyond the measures described, a licensed pest control specialist will be retained. WWI's experience at other landfills with similar operations indicates that the frequent application of cover and small working face serves to minimize the presence of birds at the landfill . Since the working face is covered with compacted soil daily, exposed waste.which could attract birds will be controlled by WWI's method of'operation. PROPERTY VALUE IMPLICATIONS WWI designs and operates landfill facilities to minimize the impact of the operation on surrounding landowners. A comparison of property values in the area • MK Inc. S/25/90 3-14 -----mwm.m.....lialliallinIMIll.. • around the landfill operated by WWI in Montgomery Count exas haT I property values have not dropped as a result of the landfill. Mark s shown that Castlesholdt of the Montgomery County Appraisal District has indicated that property values have actually increased in the area since WWI has operated the landfill. Mat Crews a real estate agent in the area confirms that fact. Mr. Crews can be reached at (409) 756-1111 for additional information. WWI currently operates the E1 Sobrante landfill in Riverside County, California. In the two years since the facility has been in operation property values in the area have tripled. The area surrounding the facility includes both residential and commercial development. PHASING PLAN Development of the landfill will occur in phases. Initial site development will include construction of the gate facilities, office, equipment storage shed drainage facilities, leachate collection facilities and relocation of the Bull + Canal . ' A landscaped berm will be constructed to screen the landfill facilities from adjacent properties and the county roads, • . The area of fill will be developed in four major phases and progress from south to north. Each phase will include approximately 25 acres and take 5 to 6 to complete. Portions of the site that are not included in the active landfill area will be maintained as pasture or revegetated as l operation of the facility. part of the ongoing WWI's unique stair step method of operation allows each phase of the facility to be closed as it reaches capacity. Completed areas are revegetated and monitored as part of the continuing n of phase of the landfill is completed, oformal oclosure eof he entire facility.en is minimal and is accomplished very quickly. s ENVIRONMENTAL PROTECTION Protection of the environment is the prima ` construction and operation of the landfillary consideration in the design, A detailed description of the 5.25/90 3-15 engineering design and monitoring program is included in Section IV. Environmental protection measures include the following: • Construction of a low permeability clay liner for the landfill (see Figure 3.3); • Inclusion of a leachate collection system within the landfill to collect and remove leachate from the facility. Leachate will be transported off-site for treatment (see Figure 3.4); • Surface drainage facilities to control site runoff. No water that has come in contact with waste will leave the site untreated, it will be collected and transported for treatment off-site; and • Extensive ground water monitoring to provide early detection of contamination if it should occur. • CONTROL OF IN-COMING WASTES This site will accept only those wastes which are compatible with the efficient and nuisance free operation of a solid waste landfill . This site will not accept ,hazardous waste. The procedures established for the control of incoming wastes and the rejection of prohibited wastes are detailed in the Site Operation Plan, Section 4.4. The following is a summary of the procedures for the control of incoming waste: • Signs will be posted conspicuously at the entrance to the facility to inform users of the types of waste that are prohibited (See Figure 3.5); • Each load of waste will be inspected as it enters the facility. Facility operations personnel will be instructed as to the types of • WWI,Inc. 5/25/90 3-16 wastes which are prohibited and actions to take to prevent delivery of 0 prohibited waste to the site; • Facility operations personnel will be trained in the special handling and segregation techniques to be taken if various types of prohibited wastes are inadvertently deposited at the facility; and • WWI will keep detailed records on incoming waste. The site will be surveyed for a three dimensional grid. Each day's refuse is logged relative to both horizontal and vertical location within the grid. This policy allows the tracing of the source of ,any prohibited waste that may be inadvertently deposited at the facility. Q . TRAFFIC VOLUME AND ROUTES Trucks accessing the site will use Weld County Road #8. Traffic will enter the facility through a controlled gate at the south end of the site. It is anticipated that the daily truck trips will be approximately 20 per day at the initial start of operations. ® An all weather asphalt road will be constructed to enable access to the site from the southern boundary into the landfill area. Roadways will be developed inside the perimeter of the property to provide direct access to all portions of the site. SECURITY MEASURES Unauthorized entry to the site is prevented by the use of perimeter fencing and sign posting. Access to the site is controlled at the facility entrance by signs which direct all potential visitors to the office during normal site operation hours. The gate to the facility will be locked when there are no WWI personnel on the site. The following is a summary of security measures which serve to protect the public and the landfill facility: 4/24/90 3-17 • Facility personnel will be stationed at the site office located adjacent • to the only site access road. The gate at the entrance will stay closed and secured when the site is not in use and will be opened' only by authorized personnel; • A perimeter fence and berm will separate the site property from adjacent areas and are intended to discourage unauthorized entry; • Signs will be posted at regular intervals surrounding the site. These signs will state "DANGER - UNAUTHORIZED PERSONS KEEP OUT", or the equivalent, in English and in Spanish, and will be legible from a distance of at least 25 feet; and • Entry to the active portion of the site is restricted by company policy to designated WWI personnel , approved waste haulers, and properly identified persons whose entry,is authorized by the site management. WILDLIFE PROTECTION • There are no endangered species of wildlife identified on the site. Wildlife in the area include migratory birds and indigenous small animals. The portions of the site that are not part of the active operation will be maintained as grasslands similar to the existing environment. As portions of the landfill are closed, a revegetation plan will return the area to native grasses. The wildlife sanctuary located to the north and east of the proposed facility along Little Dry Creek will not be impacted by the landfill . The landfill will be engineered to protect the environment. Operation of the facility is closely monitored to insure that all waste is contained within the facility. A detailed description of the monitoring plan is included in Section 4.7. The method of operation also prevents area wildlife from scavenging within the landfill. Inc. • 5/25/�/90 3-18 EXAMPLES OF OTHER WESTERN WASTE INDUSTRIES' PROJECTS THAT HAVE SUCCESSFULLY ® ACHIEVED COMPATIBILITY WITH SURROUNDING AREAS. Western Waste was established in 1955 and is the fourth largest waste management firm in the nation. The company has been in the landfill business since 1970, and has established a track record and history of success in working with local communities. E1 Sobrante Landfill , Riverside County, California - This facility is operated as a Public/Private Partnership with Riverside County. The area surrounding the facility includes residential and industrial development and has continued to be developed during the time that the facility has been in operation . City of Conroe Sanitary Landfill , Conroe, Texas - This facility is located • adjacent to an operating airport. WWI's successful control of birds usually associated with a landfill has enabled the development of the facility adjacent to the runway. This is an exception to the standard 10,000 foot setback required for airport facilities. WR4,Ina • 5/25/90 3-19 • 3.7 COMPATIBILITY WITH FUTURE DEVELOPMENT • The Dacono Comprehensive Plan identifies the area south of Little Dry Creek as a Secondary Growth Area and has identified the land use for the facility site and adjacent lands as Community Reserve. Community Reserve is intended to accommodate Uses by Special Review which may not require the extension of utility infrastructure. It is also the long term development area for the community, whereas the Primary area is where current residential, commercial, and industrial • development requiring utility service is to be directed. The Secondary Growth area is not anticipated to be fully developed until approximately 2010. This is due in part to the decision to direct growth requiring utility service extensions to the Primary Growth area initially. The lands south and east of Little Dry Creek are not able to be served by gravity flow sewer and are lowest in the priority of infrastrature extensions. Therefore, it is not likely that the areas around the facility will significantly develop in the near future because of the potential expense to serve the area with water and sewer. • In addition, the Highway 52 corridor has been targeted for future commercial and industrial growth and the development emphasis for the community is directed to the west. The WWI facility is compatible with the Dacono Comprehensive Plan and these growth projections. The perimeter berms and method of operation which confines the operation within the site will provide compatibility with future land uses. WWI's "footprint" for the landfill lies within the eastern portion of a 280 acre site and will effectively be buffered from adjacent properties. Finally, post closure use of the facility is permanent open space that can potentially be used by the community. Ultimately the surrounding lands will benefit from 280 acres of open space that could be usable for parks and recreation activities. • WWI,Inc. 5/25/90 3-20 3.8 OVERLAY ZONES • FLOODPLAIN The proposed facility does not lie. within a 100-year floodplain as defined by the Federal Energy Management Agency (FEMA). The approximate extent of the 100- • • year floodplain on Little Dry Creek as defined by FEMA is shown on Figure 3.2. The floodplain is located approximately 1500 feet northwest of the northern property boundary and is 65 feet below the minimum elevation of the facility. SOILS Based on agricultural soils mapping of the site the soils in the area have moderate erosion potential . Facility designs will be planned to prevent concentrated runoff from developing on unprotected slopes. Final closure of the proposed landfill will include revegetation of slopes to prevent erosion. GEOLOGIC HAZARD Expansive soils and bedrock including the on site clays and claystones are common in the facility area. These factors make the site favorable for the development of the proposed facility. Foundation designs will mitigate the potential impacts • of swelling soils on project facilities. A review of the plans for the Lincoln Mine_ has indicated that the area beneath the east 1/2 of section 17 has not been mined. WILDLIFE The site is not located within an Important Wildlife Habitat Area as defined by Weld County and the Colorado Division of Wildlife. Conversations with the local Colorado Division of Wildlife Conservation Officer have indicated that there are no threatened or endangered species associated with this site. SAND AND GRAVEL RESOURCES The site is not located within a sand and gravel resource area as defined by the Weld County Comprehensive plan and the Colorado Geological survey. ' Site specific soils investigation has confirmed that there is not a commercial sand or gravel resource on this site. • infl,Inc. 4/2.00 3-21 MINERAL RESOURCES . The site is located within a Strippable Coal Resource area as defined by the Weld County Comprehensive Plans. A review of the plans for the Lincoln Mine has shown that no known mining of the proposed landfill area has occurred. Mine records indicate that coal was extracted from the Lincoln mine in the western 1/2 of section 17. The mined coal was located approximately 100 feet below the ground surface. The same coal seam is approximately 400 feet below the ground surface in the eastern 1/2 of section 17. Based on the depth o£ the coal and the closure of underground coal mines in the Boulder-Weld coal field in the 1950's, it is unlikely that the coal beneath the site can be economically mined in the foreseeable future. An agreement with the Union Pacific Resource Company regarding the coal rights beneath the proposed facility is currently being negotiated. • 'Weld County, Colorado, Weld County Comprehensive Plan (1W) Weld County Coal Resources Map. • inc S/�/�p.5VV 3-22 3.9 AGRICULTURAL USE The site will be developed in four phases over a 25 year period. Agricultural uses will be maintained on undisturbed areas of the site throughout the development period. Ultimately the ground surface will be returned to indigenous dryland grasses. • WW1• 5/25 0 /2S/90 3-23 a 3.10 PROVISIONS FOR THE HEALTH, SAFETY AND WELFARE OF THE CITIZENS OF THE CITY • OF DACONO AND WELD COUNTY The .primary health and safety issues associated with the development of an Integrated Waste Management Facility are concerned with protection of the environment. Specifically, a ground water monitoring well network will be established and regularly tested. The landfill design incorporates a liner, a leachate collection system and a gas monitoring system to protect the health, safety and welfare of the citizens and to insure the integrity of the environment. These issues have both been thoroughly addressed in the Engineering Report and Operations Plan, Section IV. The company will monitor and maintain the facility for a 30 year post closure period. The siting study that was completed at the outset of the project, as well as the field investigation that has been completed to date have determined favorable soils and hydrologic conditions are present for the development of the facility. The design, operations, and final closure of the facility will meet all existing Federal , State and local regulations. In addition, the facility will meet or 1 • exceed expected proposed Federal Regulations, referred to as proposed "Subtitle 1 D", which require stringent standards for proposed and existing facilities. Truck traffic will utilize Weld County Road q8 directly to Interstate 25, thus minimizing the effect of traffic to the City. WWI is willing to work with the City of Dacono in the development of a Recycling/Resource Recovery facility and to investigate other Waste Reduction options. The Governor's Solid Waste Task Force for the State of Colorado and the Denver Regional Council of Governments have recently completed studies which indicate that with the passage of "Subtitle D" regulations, waste disposal in the State will be a serious concern for municipalities and counties. In particular, it will force the closure of facilities that cannot comply and will increase the cost of future disposal significantly. WWI has a long-standing ® wwr,Inc 5/4/50 3-24 record Of excellence, and successfully manages facilities for or jointly with • municipalities and counties throughout the southern and western United States, that provide cost effective and environmentally sound disposal . • • , 525 90 �S/70 3-25 3.11 FIRE PROTECTION PROVISIONS • WWI operates other landfill facilities throughout the southern and western United States. Its facilities are designed and operated to limit the risks of fire. Employees are trained to recognize fire hazards and deal with them in a safe and effective manner. All shipments of waste are inspected prior to disposal . Any unacceptable loads will be held until the potential to cause a fire is alleviated. In the event of a fire at the landfill , the fire can be readily controlled by smothering it with stockpiled soil . In addition, a water truck used to supply water for dust control will be outfitted with a pump for fire fighting purposes. Each major piece of landfill equipment will carry a portable, all purpose fire extinguisher. In the event that a fire occurs WWI has developed the following emergency procedures for its employees: i • Always contact the fire department to request help; • Do not attempt to fight fires alone; maintain the buddy system throughout all phases of the response action; • Do not attempt to fight the fire without the direction of the emergency coordinator, or without adequate • personal protective equipment; • Be familiar with the use and limitations of the fire- fighting equipment; • Evacuate all employees endangered by the fire from the landfill area; and • Periodically invite the Fire Department to perform a fire prevention survey of the landfill site. WWI has established procedures for specific types of fires that may occur on the site. • 5/25/9nc0 3-26 /,�S/1� • 3.12 PROJECT DESCRIPTION SUMMARY Type of Use: Integrated Solid Waste Management Facility Proximity to Residential structures: There are nine residences within 1/2 mile of the proposed facility: Maximum number of employees and number of shifts to be worked: The staffing level at the landfill will vary with the size of operations. Anticipated hours of operation will be 7:00 a.m. to 6:00 p.m., Monday through Friday and 7:00 a.m. to 1:00 p.m. on Saturday. During normal operations the following personnel will be present at the facility: Landfill Manager Assistant Landfill Manager Weighmaster (2) Equipment operators (3) Laborer (1) Master Mechanic (1) Type of users of facility: Local waste collection companies and WWI IIIDTypes and maximum numbers of animals on the site: No animals will be used in conjunction with this facility. • RIalha 5/25 5 o %2SfD0 3-27 Types and numbers of operating and processing equipment to be used: ® (1) Scraper (Caterpillar 6276) (1) Bulldozer (Caterpillar D-8) (1) Bulldozer (Caterpillar 826) (1) Motorgrader (Caterpillar 14) (1) Water Truck (Caterpillar 613) (1) Maintenance Truck (1) Fuel Storage Tank (1) Air Compressor (1) 6" Pump (1) Pick-up Truck (1) High Pressure Washer (1) Disc Harrow (1) Portable Light Plant Type number and uses of proposed structures: Gate Facility (stale) Equipment Storage Shed Office Small Volume Drop Off Area Type, size, weight and frequency of vehicular traffic and access routes that will be utilized: Truck traffic will consist of 10 ton and 15 ton trucks which will enter the site from Weld County Road #8. It is anticipated that the daily • truck trips will be 20 at the initial start of operations. Domestic Sewage Facilities: Domestic sewage facilities will consist of an on site septic system designed in accordance with all State and County regulations. Oil and Gas Facilities: Oil and/or gas exploration and development facilities will be allowed and Special Use Approval is requested, subject to State of Colorado Rules and Regulations and conditioned only upon obtaining State of Colorado permits. • • 5/ Inc S`2Sy90 3-28 3.13 SITE DESCRIPTION • LANDFILL SITE The proposed WWI Integrated Waste Management Facility is located in the East 1/2 of Section 17, Township 4 North, Range 67 West. The site is approximately 3.5 miles east of Interstate 25 and 2 miles south of the City of Dacono, (See Figure 3.6). A portion of the site is currently being used for production of grass hay and alfalfa for use as horse feed. Portions of the site are also used for horse grazing. The area is part of the Denver/Julesburg Basin oil and gas production field. The Bull Canal, an irrigation ditch owned and operated by the Farmers Reservoir and Irrigation Company (FRIC0), traverses the south eastern portion of the site. Existing vegetation on the site includes grasses, alfalfa, and several cottonwood trees, mainly along the ditch and away from the proposed footprint of the landfill . SITE CONDITIONS This section presents an overview of the various conditions which confirm that this site is favorable for the construction and operation of the proposed WWI facility. Various factors including geotechnical conditions and hydrogeological • conditions are discussed in this section. The topography is gently rolling with a broad low ridge which extends north- northeasterly across the site. There are no perennial streams located on the site. The nearest 100-year floodplain is associated'with Little Dry Creek and is located approximately 1500 feet northwest of the site. The minimum elevation within the landfill footprint is approximately 65 feet above the floodplain. Existing drainage from the northwest portion of the site flows overland to a seasonal conveyance west of the property and then to Little Dry Creek. The drainage from the southeast side of the site flows into the drainage along Weld County Road #17 and north to Little Dry Creek. The prevailing wind direction at the site is from the southeast. Other principal wind directions include west, northwest and north with the strongest winds generally from the west. • WWI,Mc 5/24/90 3-29 ® The site is underlain with claystone and some sandstone. The geology of the site is characterized by surface deposits of clay overlaying bedrock. Based on the site characterization and investigations completed by Rocky Mountain Consultants, Inc. there are no significant geological hazards on the site. For a detailed description of the geology of the site please refer to Section 4.1. The first aquifer (Laramie-Fox Hills) is approximately 300 feet below the surface of the site as described in Section 4.2. The water level is approximately 500 feet below the surface. There are isolated small pockets (perched) of ground water on the site which have resulted from the local irrigation of the area. The proposed activities contemplate discontinuation of the irrigation of the lard and thereby eliminating the local recharge source of water. ADJACENT LAND USE The adjacent land owners are shown on Figure 3.7. Land use in the surrounding area is primarily agricultural . There are nine single family residences with 1/2 mile of the site, see Figure 3.8. OTRANSPORTATION FEATURES Vehicle traffic will access the facility via Interstate 25 and Weld County Road #8. SITE LAYOUT The proposed development plan shows the anticipated layout for the site 5125A0 me /uN'o 3-3Q • facilities (see Figure 3.9). The anticipated percentages of the site area to • be used for various features includes: Land Use gtteg Percentage Perimeter buffers and excess 150 54% soil storage Entrance area facilities 20 6% Detention ponds 5 2% Landfill areas 100 36% Roads, ditches, etc. 5 2% WWI plans to maintain a 100 foot perimeter buffer. The proposed entrance area facilities include the scale house, scale, office,'small volume drop-off station, surface water and sedimentation pond, and equipment storage shed. These facilities will be located on the southern portion of the site. Actual landfill construction and operation will occur on the central and northeastern portions of the site . • •�I e Mint S/24,90 3-3I 3.14 SITE DEVELOPMENT CRITERIA SThis section presents a brief overview of the anticipated WWI site operations. The proposed operating methodology has been used successfully by WWI at other operating landfills and will be continually updated to incorporate specific operational items required for the environmentally safe operation, closure, and postctosure care of the proposed facility. ONSITE ACCESS ROADS Onsite access roads will be constructed to support heavy truck loadings. Access roads will be continually maintained to preserve uninterrupted site access. Main roads from the entrance area to the active landfill areas will be asphalt, while temporary roads within the active portion of the landfill will be constructed of compacted soils and road base. FENCING Perimeter fencing will be provided to limit access to the site. The entrance area will be the only access point to the landfill that is routinely utilized for access. Additional locked gates will be strategically located at intervals along the fence perimeter for emergency access and maintenance requirements. ENTRANCE AREA The various facilities associated with the landfill operations will be strategically located on the southern portion of the site to minimize traffic to the active portions of the landfill . (See Figure 3.9). The various facilities anticipated to be located in the entrance area include: • Scale House and Scale; • Office; • Equipment Storage Shed; and • Sma1T Volume Drop-off Station. SCALE HOUSE AND SCALE A scale house with one scale with electronic output will be constructed. • A/2 IL000 3-32 OFFICE III, A permanent office facility will be constructed to accommodate facility personnel and landfill records during the landfill operations. The office will include a visitor waiting area, conference room, and various other support areas. EQUIPMENT STORAGE SHED A permanent facility will be constructed to accommodate landfill equipment, storage and maintenance. SMALL VOLUME DROP-OFF STATION A small volume drop-off station will be constructed to minimize the number of vehicles disposing of waste at the working face of the landfill . An elevated platform will be constructed with roll-off containers placed for receipt of wastes. Customers will be able to drive up the ramp to a platform and deposit their waste without having to access the active portion of the landfill . • • WWI.Inc S/25/m 3-33 • 3.15 ACTIVE LANDFILL AREA . GENERAL The various elements included in the design and operation of the landfill provide for the environmentally safe operation and closure of the landfill . All construction activities will be monitored to maintain conformance with the construction quality control plan developed for the site, (see Section IV.). The various elements in the design of the landfill include: • -A recompacted clay liner incorporating: - 36 inches of clay, • A leachate collection system incorporating: - 12 inch granular leachate collection layer, - Perforated leachate collection laterals, - Leachate and stormwater collection mains, and - Leachate and stormwater sumps. • Above grade stability dikes. • A final cover system incorporating: ® - 4 percent top slopes, - 4 horizontal to 1 vertical (4N:1V) side slopes, - 12 inch native soil cover, - 24 inch clay barrier layer. • A drainage system including: - Perimeter berms on the top slope of the landfill , - Orainage flumes along the side of the landfill , and - Perimeter drainage ditches. • Stormwater sedimentation/detention system. • Passive gas venting system. A typical cross-section through the landfill after closure is shown as Figure 3.3. • S/25/ O �/40 3-34 LINER • A recompacted clay liner will be constructed in various stages during operation of the landfill and consists of: • 36-inch thick recompacted clay, constructed of on site clays and compacted to produce a barrier with a coefficient of permeability of 1 X 10'' centimeters per second (cm/sec) or less. LEACHATE COLLECTION SYSTEM A leachate collection system will be installed to collect leachate that percolates through the wastes and is trapped above the clay liner. The leachate will be removed by means of collection laterals and the leachate sump for subsequent disposal at a permitted treatment facility. The collection system, lying directly above the liner, will consist of a 12-inch granular drainage layer on the bottom and on the below grade slopes. Leachate collection laterals will consist of perforated pipes embedded in an aggregate filter material trench that is wrapped with a geotextile filter fabric. In the • event that pipes become blocked, cleanouts are provided at the ends of the collection pipes. STABILITY DIKES Stability dikes will be constructed of on site soils to form the perimeter side slopes. These dikes are designed to minimize potential leakage from the landfill side slopes and to provide a stable base for compaction of wastes. The stability dikes are constructed in above-grade areas of the landfill before waste is placed, resulting in levees to prevent stormwater flow into the active portions of the landfill . An additional benefit of the stability dikes is the provision of both a visual and sound barrier for the facility. • JA rw S/LS/50 3-35 FINAL COVER SYSTEM • A final cover system will be used that reduces rainfall percolation and leachate production. The cover system is sloped at 4 percent from the high point to drain without ponding. The cover system includes: • A 12-inch vegetated cover layer consisting of on site soils capable of sustaining vegetative growth. The uniform slopes of this layer will minimize erosion potential of the cover slopes and subsequently reduce the percolation into the landfill ; and • A minimum 24-inch recompacted clay layer, constructed of on-site clays and compacted to produce a barrier with a low coefficient of permeability, designed to minimize infiltration of surface water into the underlying waste material . DRAINAGE SYSTEM • The drainage system is designed to collect runoff from the landfill and prevent runon from areas surrounding the landfill . The components of the drainage system ® include: • Perimeter berms along the top of the landfill to minimize flow over the landfill side slopes; and • Perimeter drainage ditches along the base of the landfill to direct storm water to the sedimentation/detention system. • Flumes to carry the drainage from the top of the berms to the perimeter drainage system. STORMWATER SEDIMENTATION/DETENTION SYSTEM A sedimentation/detention basin or basins will be constructed to control the runoff from the proposed facility. The detention system will be designed to limit post-development peak flows and to prevent drainage through the site to adjoining areas. Discharges from the detention system will be monitored, if necessary, for compliance with the Colorado Department of Health Permit, which will be obtained for the site. • wwf,kw. s/2W 3-36 PASSIVE GAS VENTS . The primary emphasis of the landfill gas management system currently proposed, •is to provide adequate control of gas migration. Passive vents will be installed to alleviate gas pressure buildup in the landfill . Daily cover may also be stripped to provide waste-to-waste contact which can improve the efficiency of potential future gas recovery systems. Landfill gas extraction wells, gravel packed trenches, and/or headerpipe systems, may also be used to collect and extract gas from the portions of the site that have reached final grades. If economically feasible, the gas may be utilized for energy recovery. REVEGETATI0N A vegetative cover on the top and side slopes of the landfill will be designed to encourage both the rapid establishment of an initial vegetative cover and the development of a long-term, hardy perennial vegetative cover that will serve to prevent soil erosion by either air or water. The flatter-sloped top areas of the site, will be seeded using a Cultapacker or similar mechanical grass seed planting device. Revegetation of the side slopes of the landfill and the drainage ditches will be accomplished by hydromulching. • SURFACE WATER PROTECTION Drainage features limiting drainage from the operating area of the landfill will be designed for a 24-hour, 100-year storm event. Any potentially contaminated water, collecting in the active portions of the landfill , will be diverted to the leachate collection system and handled as leachate. Leachate will be transported off-site for treatment and disposal . i WWI,Inc. S)25/m 3-37 • 3.16 OPERATION PLAN • GENERAL The site will be designed to operate as a "stair step", modified area fill landfill . This method of operation will employ a continuously moving stair step method of landfill operations. landfilling will occur, in above-grade and below- grade areas, at any one of three to six different levels or terraces. Each level will have temporary access roadways and temporary drainage control dikes and/or ditches. Each day's landfilling operations generally will occur on one particular level , which will be selected by the Landfill Manager based on weather conditions, ease of access, and availability of landfill space. Initial waste placement will occur in the southeast portion of the site as indicated on Figure 3.10. The advantages to the stairstep landfilling method include the following: • The daily working face location can be selected for greatest ease of operation for that day's weather conditions, thus minimizing the adverse • effects of high winds, rains, etc. ; • Final closure of portions of the site can be accomplished throughout the active life of the landfill . Final cover revegetation and long- term drainage systems installation can be provided concurrent with daily landfill operation. This methodology also minimizes rainfall percolation into the completed portions of the landfill ; and • A high level of compaction can be achieved. Roll-off containers will be located at the small volume drop-off station, at the entry area, outside the active fill area, for the temporary storage of solid waste. Private vehicles will be required to use the containers. ii'R'I.Int • 5/25/90 3-38 WORKING FACE OPERATION The working face of the landfill is the area of the most intensive daily operations. In this area, solid waste transportation vehicles arrive, turn around, back up to the working face, and unload the solid waste. Operating equipment will continuously spread and compact the solid waste as it is received. Normally, only one working face will be active on any given day, with the solid waste at the other areas secured by daily soil cover. Barricades will prevent dumping in undesignated areas. Operations at the working face will be conducted to encourage the efficient movement of transportation vehicles to and from the working face and to expedite the unloading of solid waste. The approach to the working face will be maintained in an accessible condition such that two or more vehicles may safely unload side by side. A vehicle turnaround area will be provided adjacent to the unloading area. The turnaround area will be large enough to enable vehicles to arrive and turn around safely with reasonable speed. The vehicles will back up to a vacant area near the working face to unload. Upon completion of the unloading operation, the transportation vehicles will immediately leave the O working face area. WWI personnel will direct traffic, as necessary, to expedite safe movement of vehicles. One or two pieces of landfill equipment will be operating at the working face during all periods of operation. These units will spread and compact the solid waste into the working face in a continuous operation immediately after receipt of each load. This effort will minimize the amount of time that uncompacted solid waste is exposed to weather conditions and will thus prevent the escape of windblown debris. The spreading operation also will distribute material evenly across the working face, particularly the type of material that is difficult to landfill because of its bulk, shape, or other factors. The continuous operation of the landfill equipment will consolidate and compact the solid waste to the maximum degreg practical. The equipment operators will constantly work to achieve the greatest possible compaction of the solid waste and maximum utilization of air space. Inc. g24 S/15/90 3-39 The working face of the landfill will be operated to eventually form a compact ® cell of refuse at the end of the day's operation. The width and length of the working face will be maintained as small as practicable, to minimize the amount of cover soil required at the end of the day's operation. No salvage will be permitted at the working face of the landfill . Salvage operations will be prohibited at this point of the site because they would cause unsafe operation conditions and disruptions to the landfill operations. COMPACTION OF WASTES Proper spreading and compaction of wastes are necessary both to conserve the usable volume of the landfill and to minimize future settlement in the closed portions of the site. Compaction of the waste will be accomplished by repeated passage of landfill equipment over the waste material . Only with repeated passage of heavy equipment will the waste achieve its desired degree of compaction. The movement of this equipment causes items within the landfilled waste to break, bend, or shift position so as to fill as many of the voids in the material as possible. Large items such as refrigerators and washing machines • . will be placed above ground or 10 feet above the liner system. CONTROL OF WINDBLOWN WASTE Control of windblown waste is 'essential to the operation of the landfill site. Windblown wastes can be controlled in several ways. First, all waste transportation vehicles using this facility will be required to have in place covers or other means of containment for the wastes they transport. The adequacy of covers or containment of incoming waste will be checked at the facility entrance. The next procedure for the control of windblown wastes will be the prompt landfilling of the wastes that have been deposited near the working face. The landfill equipment will be operated so as to be in a position to transfer the deposited waste to the working face and to spread and compact it as rapidly as possible, thus minimizing the amount of time the refuse remains exposed to the wind and its potential for dispersa' . Also, soil cover may be placed on the ® 512 S/�/file � 3-40 solid waste during the day's operations to help control the waste. Personnel ® will patrol the entire site and access roads and collect fugitive litter and windblown wastes. APPLICATION Of DAILY COVER After the last load of waste has been received, spread, and compacted each day, preparations will begin for the application of the daily soil cover. The first step in the process will be the final shaping of the working face. This operation includes leveling the top and shaping the sides of the working face to conform to previous or future landfilling operations. Once this is done, daily cover soil will be transported to the working face where it will be deposited, spread, and compacted. Daily cover soil shall consist of soils which Have not previously been in contact with solid waste. A minimum of 6 inches of soil will cover all exposed waste at the end of operations each day. In general , this cover soil will be transported and deposited near the upper surface of the working face. The landfill compactor will spread and compact the soil along the top, sides, and front of the face. • Care will be taken so that the landfilled waste does not become mixed with the soil cover material . Compaction will be obtained by repeated passage of the landfill equipment. Cover soil will continue to be applied in this matter until all of the solid waste has been adequately covered with a minimum of 6 inches of well-compacted soil . INCLEMENT WEATHER CONDITIONS Inclement weather may hinder the normal landfill operations, sometimes significantly. Modifications to facility operations can sometimes minimize the undesirable effects of inclement weather. Methods of operation which may be appropriate during inclement weat:vr conditions are described in the following paragraphs. During extremely windy periods, the potential for problems with windblown wastes WWI,Ina ® .5%2VP0 3-41 increases. Also, on days when prevailing winds are from a certain direction, it may be possible to locate the working face operation in a protected or semiprotected area of the site. For example, the landfilling operation may be relocated to a lower elevation of the site during windy weather, rather than taking place near the more exposed locations of the site. Rain and snow also may adversely affect landfill operations. During rainy or snowy weather, care will be taken to maintain access to the working face along the onsite roads. It may be necessary to grade out ruts more frequently than during normal operations, or it may be necessary to apply some road base material to the onsite access roads to counteract the effects of moisture. WWI will maintain a stockpile of gravel road base for use in maintaining passable access roads during wet weather operations. Wet weather generally hinders the movement of solid waste vehicles at a landfill . The site operation, during the rainy and snowy season, will reserve disposal areas adjacent to all-weather access roads for wet-weather disposal . These wet- weather disposal areas will be in the levels of the stairstep operation which ® are at or just above grade. If these areas are not available or become filled, an adjacent area just below grade will be used. By reserving these wet-weather areas adjacent to access roads, the solid waste hauling vehicles can remain on level ground and not have to negotiate inclines on wet soil . The landfill equipment can also work more efficiently at these levels when compacting and covering solid waste in wet weather. Precipitation entering the landfill may result in the formation of leachate. During rainy or snowy weather, little can be done to prevent moisture from soaking into refuse at the working face, other than minimizing the area of the working face as much as possible. Temporary and permanent dikes and diversion ditches will be routinely constructed during the operating life of the facility to divert surface runoff away from the working face. Under no circumstances will surface runoff flow unrestricted into the landfill . Previously landfilled areas of the site will be checked frequently during wet periods to verify that WH7,Inc. ® 5/25/90 3-42 the daily or intermediate cover soil has not eroded and that solid waste is not exposed. If this has occurred, additional cover soil will be provided. STORMWATER MANAGEMENT Both temporary and permanent stormwater control structures will be employed to control and manage stormwater at the landfill site. Permanent dikes, berms, and drainage ditches will divert surface water around the site. Similar structures will convey stormwater away from closed or unused portions of the site. Temporary dikes and grading of working areas will be employed throughout the site to direct runoff away from the active area of the landfill and thus, prevent its contact with waste and minimize the amount of rainfall which unavoidably enters the landfill . • VECTOR CONTROL The need for extensive vector control (control of rodents, flies, and mosquitos) will be minimized through the method of operating the site. The application of daily intermediate and final covers will prevent habitation of the landfill by rodents. Ongoing compaction and covering of solid waste and the absence of e nearby shelter (weeds, debris, etc.) present a hostile, unsuitable environment for rodents. Similarly, daily cover of solid waste prohibits completion of the life cycle of flies. Adult flies, whether indigenous to the site or present in incoming loads of solid waste, cannot successfully reproduce, because the organic matter required to host fly larvae is landfilled and covered with compacted soil daily. The life cycle of flies is much longer than that, even under conditions most favorable for reproduction. Even if fly larvae are present in organic matter in the incoming solid waste, the waste will be quickly buried and covered and there is very little opportunity for flies to emerge as winged adults. For these reasons, the landfill operation will not support th. reproduction of flies. Mosquito control will be provided by preventing the development of stagnant bodies of water of the type which foster mosquito reproduction. Periodic grading and maintenance of the landfill and its drainage systems will eliminate low ® if'R7,Ina S,42,/ 0 3-43 spots, secluded pools, and similar features. If any vector problems that require . additional control beyond measures included above develop, a licensed pest control specialist will be retained. ODOR CONTROL Detectable odors will typically be limited to the working face area and the odors associated with the waste as it arrives at the landfill . The need for extensive odor control will be minimal through the method of operating the site. Since the working face is covered with compacted soil as an ongoing operation and at the end of each day's operations, odors associated with the waste or decomposition of the waste will be limited. If necessary, additional soil cover may be placed on the waste during the day's operations to limit odor. WWI's experience at other landfills with similar operations indicates that the frequent application of cover and small working faces serve to eliminate odor problems. BIRD CONTROL WWI's experience at other landfills with similar operations indicates that the frequent application of cover and small working faces serve to minimize the • presence of birds at the landfill . Since the working face is covered with compacted soil daily, exposed waste which would attract birds will be limited. If necessary, additional soil cover may be placed on the waste during the day's operations. WWI's method of controlling birds around the landfill facility has allowed them to be exempt from the required 10,000 feet setback from an airport facility at their Conroe, Texas Landfill . TYPES OF WASTE RECEIVED AND PROHIBITED THE SITE WILL NOT RECEIVE HAZARQQUS WASTES. The solid wastes which are allowed to be received at this facility include those residential and industrial wastes which are nonhazardous. CONTROL OF INCOMING WASTES Incoming wastes are controlled in two ways so that the facility does not inadvertently receive waste materials which would violate its landfill permits or management policies. In addition, rules for waste disposal and prohibited WW1,lna ® S/2.VVO 3-44 • wastes are prominently displayed on sign(s) at the site entrance. • The first method of control of incoming wastes is provided by the Weighmaster at the entrance to the site. The Weighmaster is familiar with the hazardous and solid waste disposal regulations and has been informed as to what to look for in incoming waste loads that may indicate a shipment of hazardous waste material . As each transportation vehicles arrives at the site entrance, the Weighmaster will observe it for any indication that non-permitted waste may be present. The second method of control of incoming wastes occurs at the working face of the landfill . WWI personnel will be informed as to the general appearance and characteristics of many types of non-permitted wastes. As they observe waste unloading operations and as they spread and compact incoming wastes, they will be alert to the potential presence of non-permitted waste. If any such waste is observed or suspected, they will be instructed to isolate the material if possible, and prevent its inclusion into the landfill . Even if the material was inadvertently mixed with waste on the working face, procedures will be • implemented to extract that material from the landfill for safe disposal elsewhere. Once a suspected non-permitted waste has been isolated and secured, the Director of Landfill Operations and the City of Dacono, Weld County Health Department, Colorado Department of Health will be notified to determine the proper regulatory and safe environmental course of action to be taken. WWI has a unique system of keeping track of all waste. Each load of incoming waste received is cataloged as to character and point of origination. In addition the land fill area is broken down into cells determined by a horizontal and vertical grid system for the site. Each day's waste is specifically located within the grid system. This allows WWI to pinpoint the source of any waste that has been deposited in the landfill . SITE SECURITY Site security measures have been adopted for this facility to protect from war,Inc. • 5/25,/00 3-45 r __ possible harm unauthorized persons who may enter the site, to protect the ' . facility and its equipment from possible damage caused by careless or malicious actions by trespassers, and to eliminate disruption of facility operations which may result from unauthorized entry onto the site. The unauthorized entry of persons onto the site will be minimized by fencing, controlling vehicular access to the landfill site. Access to the site will be controlled at the site entrance by signs which direct all potential visitors to the site office during normal site operating hours. Personnel on duty at the entrance regulate access to the site. Outside normal operating hours, the gate to the site will be locked. (See Figures 3.11 and 3.12) Company policy restricts entry to the facility to designated WWI personnel, solid waste haulers authorized to use the facility, City of Dacono public officials or their representatives, Weld County Health officials, Colorado Department of Health personnel , and properly identified persons whose entry is authorized by the Landfill Manager. WWI will reserve the right to restrict access to the site to those persons who demonstrate a legitimate purpose for • visiting. Visitors will be allowed on the active area of the site only when accompanied by a WWI representative. The following security measures will serve to protect the landfill facility: • Facility personnel will be stationed in the site office located adjacent to the only site access road. The entrance gate will be closed and secured when the site is not in use and opened only by authorized personnel ; and • Entry to the active portion of the site will be restricted by company policy to designated WWI personnel , approved waste haulers, and properly identified persons whose entry is authorized by the Landfill Manager. SITE INSPECTION PLAN WWI management personnel will conduct regular inspections and site audits of wwz�/90 ® 3-46 all aspects of the landfill operation as part of an overall personnel safety • and environmental protection program. The nature and frequency of these regular inspections have been formalized into a general inspection plan to provide a • consistent and continuous self-inspection effort. This general inspection plan has been established to identify and correct malfunctions, deterioration, or operator errors before they result in a threat to human health or safety or to the environment. Equipment and operations which are subject to sudden or unanticipated problems will be inspected each operating day. Those conditions which are subject to a more gradual deterioration will be inspected weekly. Inspections will be performed by personnel assigned to this duty by WWI. The Landfill Manager will be responsible for implementing the inspection program, and the Landfill Manager or his designee will perform the inspections. As necessary, WWI will augment its inspection program with inspections of the site's operation by a registered professional engineer, if required. o INSPECTION SCHEDULE Waste unloading, spreading and compaction, and cover operations will be inspected each day the facility is in operation. Items such as the daily or final cover integrity and the condition of drainage facilities, which are not subject to sudden failure or deterioration, will be inspected on a weekly basis in conjunction with the routine daily inspections. Equipment will be checked daily for needed repairs in accordance with a prepared equipment inspection report form. An equipment service and preventive maintenance schedule has been developed in accordance with the specific recommendations of the manufacturer of the various items of equipment which are used in the waste transportation and disposal operations. Personnel who operate the waste transportation and disposal equipment are responsible for checking equipment weekly to see if service or maintenance is due, and if due, to see that this work is accomplished. WWI,Inc. • S/u/m 3-47 Each daily and weekly inspection will be documented on an inspection report • form, which is completed, signed, and dated by the individual assigned to perform the inspection. The inspection report form indicates the items inspected and notes any deficiencies observed during the inspection. The inspection form also provides space for appropriate comments regarding the severity of a condition, its specific location, or other details necessary for proper evaluation and response by supervisory or management personnel . On the inspection report form, both daily and weekly inspection items are indicated. Space is provided to enter the date when corrective action is taken. The actual inspection report format may change, as experience indicates, but the basic functions will remain the same. Typical inspection report forms are included in Appendix F. Inspection reports are maintained by the Landfill Manager, who is responsible for noting any deficiencies and either implementing the appropriate corrective action or referring the matter to the Director of Landfill Operations or other responsible persons as may be established as alternatives. Inspection reports • are signed by the person who performed the inspection and are incorporated into the daily operating record of the facility. When an inspection is performed by someone other than the Site Manager, the report must be reviewed and cosigned by the Site Manager. The following items will be evaluated during the daily facility inspection: • Presence of windblown litter outside the active disposal area; • Presence of dropped or windblown waste along onsite route(s) to the disposal area; • Integrity of closure devices or covers on the transport vehicles; • Presence of standing liquids in the disposal area; • Utilization of required protective equipment by operating personnel ; • Evidence of unauthorized entry; • Ease of access to disposal area being used; • Excess dust generated along the access route(s) to the disposal area; • 5/75/90 3-48 • • Need for equipment repair; and ® • Adequacy of daily cover over the solid waste in disposal area. In addition to these items, the following items. will be evaluated during the weekly facility inspection: • Condition of access route to the disposal site; • Need for service or maintenance of equipment; • Condition of site drainage facilities; • Evidence of erosion, differential settlement, ponding, or damage on closed portions of the site; • Evidence of escaping leachate from closed portions of the site; and • Presence of dropped or windblown waste along site access route. INSPECTION PROCEDURE AND CORRECTION OF DEFICIENCIES The WWI employee who performs a site inspection records the observations on the inspection report. Items found to be in satisfactory condition are identified by writing "O.K." or similar acknowledgement beside the inspection item. An "X" is placed beside any item that is found not to be in compliance. When ® appropriate, a notation as to the severity of an item requiring corrective action is made in the "Comments" section of the report to assist WWI management in taking a timely and appropriate course of action. Any item found not to be in compliance during an inspection, but which is corrected at the time of the inspection, is marked as being noncompliant. The fact that the corrective action was taken and any necessary additional comments also are reported on the inspection form. Upon completion of each inspection, the person performing the inspection signs and dates the inspection report to acknowledge that the inspection is complete and was personally performed, and that the inspection report accurately reflects the conditions actually observed. If the WWI employee performing the inspection notes a condition which may pose a threat to human health or the environment, he is to immediately undertake corrective action and notify his supervisor. The purpose of these procedures is to encourage prompt and on-the-spot correction of any noncompliant condition whenever possible. Any situation or condition encountered during the inspection s w$7,plc 5/25/90 3-49 that constitutes an actual or potential threat to health, safety, or the . environment that cannot be remedied or controlled promptly is to be reported immediately to the Landfill Manager, Director of Landfill Operations, or other responsible person who has authority and responsibility to initiate appropriate remedial action. INSPECTION REPORTS WWI will maintain a record of all inspections by placing the originals of the inspection reports into the facility's inspection report file, with the reports arranged in chronological order. These reports will remain on file for a minimum of 3 years. If an inspection report form is used, the report form will be used to record the date and nature of repairs or other corrective action which was taken. Otherwise, a chronological list of items found during inspections to need correction, along with the date the conditions were first noted, will be used. This list will constitute an integrated record or log system for deficiencies. It also would be maintained to show the date, corrective action taken with • respect to items found during inspections, and requirements for subsequent . corrective action. Either method provides a system which identifies each condition requiring correction, the date it is discovered, the corrective action taken, and the date of the corrective action. OUTSIDE AGENCY INSPECTION In addition to the internal inspection procedures, this facility will operate under the jurisdiction of the City of Dacono, the Weld County Health Department, the Colorado Department of Health (CDH) and the Environmental-Protection Agency (EPA). All procedures and operations may be inspected and reviewed by these agencies. This will add an additional level of assurance that the facility is operating within the permit that has been issued. QUALITY CONTROL A Construction Quality Control Plan (CQCP) will be prepared and continuously implemented throughout the operating life of the facility. Quality control will • Awl,!9 3-50 5/25/09 include sampling and testing of construction materials and constructed landfill 4111 components. All confirmatory and subsequent sampling and testing will be performed by or under the supervision of an independent Colorado-registered professional engineer experienced in geotechnical engineering. The engineer will verify that the construction design specifications of the landfill components and the applicable CDH technical guidelines have been followed. Following construction of landfill components, the site manager will contact the engineer to visit the site and obtain representative samples for analysis. Unsatisfactory conditions reported by the engineer, such as incorrect compaction, incorrect materials used, or other situations that may impede the effectiveness of the liner or cover system, will be corrected and that area reevaluated prior to approval . The site manager will be responsible for the performance of all repair and replacement activities in accordance with the engineer's request. Engineering reports and supporting data will be signed and submitted by the engineer to CDH for approval on behalf of WWI. The reports will describe the nature, extent, location, and as-built quality of the liner and cover systems. The reports will consist of a map showing the area of liners and covers inspected and tested, laboratory or field test results, details of the site visit (including the date, persons making the site visit, and site conditions), and the estimated date of the next evaluation. CLOSURE A professional engineer will periodically make on-site observations of the placement of final cover soil by WWI. These observations will include checking the final elevation of the buried refuse and thickness of the final cover soils. These observations will be performed during the closure of individual portions of the landfill and will assist WWI in preparation of a final cover of proper thickness and elevation. These observations will also be performed during the final closure of the site. At the conclusion of the placement of final cover material for either partial • wwr,® Inc. 5/25/90 3-51 1 • closure or closure of the entire site, a professional engineer will present his • findings to WWI in the form of a plan or a report which indicates that the goals of providing final cover and achieving the planned site contours and grades have been achieved. This final survey of site cover and grading conditions will be performed under the direct supervision of a registered professional engineer and will result in a landfill completion plan which reflects the "as-built" conditions of the final site cover and any associated drainage systems. Permanent markers will be placed around the landfill site to designate the area within which the landfill operation occurred. These permanent markers will be installed at a point during the closure activities when their placement will not interfere with subsequent final grading, revegetation, or site drainage system construction. These site markers will be placed in concrete to preserve their integrity. It is intended that these site markers will be highly visible so that they can be easily observed as to prevent accidental disturbance by any future site maintenance operations. After these site boundary markers have been placed, their locations will be identified with respect to one or more of the site's property boundary markers. The location of all site markers and the • reference property boundary markers will be displayed on a site plan. POST-CLOSURE MAINTENANCE WWI will implement a plan for the post-closure care period such that the site will not pose a threat to human health or the environment. This responsibility will last for a period as required by CDH. WWI will provide financial responsibility data to demonstrate the ability to meet the financial obligations of closure and post-closure. 1 Post-closure care will include a regularly scheduled program to maintain site 1 security, dikes, landfill cover, vegetation, erosion control , ground water monitoring and site aesthetics. If any of these, or similar problems persist longer than the required regulatory post-closure maintenance period, WWI will continue its regular inspection program, and provide appropriate site maintenance until the problem, or problems, WWI, Inc. • S/2.00 3-52 have been fully resolved. The site inspection will be aided by a post-closure ® checklist to be filled in by the landfill operator. WWI will maintain a record of each inspection made of the closed site during the post-closure maintenance period. These records will indicate the person who performed the inspection and the date the inspection was made. The records will also indicate whether any deficiencies or problems were observed during the inspection of the site and will further indicate the corrective action taken. These records will be archived by WWI for a period of 3 years after closure. These records will be made available for review by representatives of regulatory agencies, upon request. - • wwl,Inc. • 5/25/m 3-53 3.17 COLORADO DEPARTMENT OF HEALTH CERTIFICATE OF DESIGNATION PROCESS • Included with this report is an Engineering Design and Operations Report (Section IV) as required by the Colorado Department of Health for a Certificate of Designation for an Integrated Waste Management Facility. An annotated check list of the submittal requirements is submitted as Section 1.3. Once the City of Dacono and the Colorado Department of Health have reviewed and approved this application a Certificate of Designation will be issued for the facility. H'in Inc fit5/75/40 3-54 3.18 SUMMARY AND CONCLUSIONS • The proposed Western Waste Industries, Integrated Waste Management Facility will provide the residents of the City of Dacono with a responsible, environmentally sound, long term answer to solid waste management. The design, construction and operation of this facility will meet or exceed all Federal , State and Local regulations. The health, safety and welfare of the present and future residents of the city will be not be adversely effected by this proposal . WWI's unique method of operation will insure that this state-of the-art facility will be compatible with present and future development. • Ws?,Inc • 5/25/90 3-55 o � r . W ril I- z z Q Z w 2 - �. .• ON \� C wo a N a it) ce V WSW tJ'tL•• 6t 07 CC 5 , {{141 o = y Y S � �1� o CC CC _ o i � zk�1P Up r _ Q C--. 4 (� LW � ? M fn \ W 0 t a o . U., CC Lai a O o -I CO w O Z O p 1 le% W _ w _I \�..,.. C-5 W O CZ \•� J `\l CC \' a ♦ \ x 2 � Fv,� �1 j. � • / i - W y � o �Cr> � COCC C U..1 le o "' C-, I,I�il�ll�llllll ��. a �,I�Ijljlllllllllllllll , ��` _. `N�11111111111 ```�Q `�,1�1� ► .�� CC w l- w M CCW - O. J(17 Jta- t,.la- 0 O Z _J CC O Q O a tai N Lai (.) v a . o I W Q a • 0 - - Oil • W O t z ci M �+ O p .n 8 cc d. 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PERFORATED COU.ECTION PIPE �1 3/4 WASF#T) STONE X12 DRAINAGE r/ BLANKET a ?° 7 FILTER FABRIC N / •`�OpF q°. � ..\\ l Y--31 COMPACTED CLAY LINER • e LEACHATE COLLECTION PIPE DETAIL NOT TO SCALE { INTEGRATED WASTE MANAGEMENT FACILITY WESTERN • .WASTE LEACHATE COLLECTION INDUSTRIES PIPE DETAIL graC DATE 5/2i/go FIG. PREPARED Km. CMBCK co.ri L 3.4 mainmaimar NO HAZARDOUS �i WASTE ACCEPTED w I NO UNPROCESSED TIRES ACCEPTED UNAUTHORIZED WASTE WILL BE REFUSED OR RETURNED AT HA ULER'S EXPENSE UNLESS PREVIOUSLY APPROVED BY MANAGEMENT IN WRITING • ' � '` / }!. 1 . r .A / . /I 1 INTEGRATED WASTE MANAGEMENT FACILITY WESTERN• WASTE SIGN AT FACILt7Y INDUSTRIES ENTRANCE "„X DATE, 5/2v90 +I FIG. PREPARED M.M, CHECKEDCW l 3-5 FIRESTONE } FREDERICK T2N / DACONO \ T(1)1..•' ^;COLO. HWY.52 FORT y coy--.0* LUPTON I-25 � pR INTEGRATED � �� WASTE MANAGEMENT G: e.. //FACILITY Q / LOCATION w * COUNTY ROAD 8 t oEr-sal SECTION 17 ,� ,, ,/ w F,is n� c ,, G� a COQ = BIG .re c/ WELD COUNTY ADAMS COUNTY BRIGHTON \,N COLO. HWY. 7 -25 7 R68WIR67W FORT I N COLLINS I�J411 I-25 F.- GREELEY LOVELANDO-- WELD i----1---1I COY SCALE IN MILES 85 LONGMONT DACONO -52 I-76 BOULDER 119 i FORT LUPTON �' N. • I -I BRIGHTON APPROX. _INTEGRATED WASTE MANAGEMENT FACILITY SCALE IN GOLDEN 1 0 5 10 MILES wEsrsieN AWASDE INDUSTRIES VICINITY MAP NDG's I 1-70 L. 1-221IMC • DATE, 5/21/90 FIG. iI-25 C---DENVER METRO AREA PREPARED RS. csrcKED47,7 3-6 7 ! ( ; --,\-...7 .---,.....\ v----/ 1 2-, 0 rt CREEK 7 � � $ 9 ROCKY rf- INTEGRATE ' OQ�'• _ FUE NT N �-.'-� . WASTE . CMANAGEMENT /4/ FACILITY . i'lc'° L-\M-E PSIEVIEE O. ..cmWCR 10 ri I .15\1,3 ' APPROXyMATE ' U" LANDFILL �� FOOTPRtNIT ' —� M�LAIN---• al, McFEE1--- ✓ 5100-) crt v o+ i8 - DITCH GAS �� I;SCHALLER .•---- d 5o I a • e,--PH (LIPS 5� h • . WCR 8 (44*44%.tC"i tUNDERHIL i_ •� c--N_--_.'S LA�IB ORD ARK 1 \- ✓ 0J /h (P /". 19 ) i ... .....4,'20 (I 21 e: r" _ z ,�, c#7#�� / o / AS"' ._ WCR 6 ,... (4, -�../ \ / SCALE N. INTEGRATED WASTE MANAGEMENT FACILITY 19220001 l� w STEM ADJACENT 0 1000 2000 INoMVES LANDOWNERS L--I...---I 7 ITIC DATE• 3/21/90 I FIG. PREPARED; B.B. CHECKED i 7%•ci 3-7 • _. i :;),../._\. __,,,\ \ �• , L• 7 � I �_ 9 /IP INTEGRATED \ SOLID WASTE j4§ TTLE FACIL TYENT (._rit\ 7 ( L� WCR 10 I : APPROXIMA ) i LANDFILL —� : FOOTPRINT �,-i tn + A �V 5100 z :' ON - 18 w, — Nrpr cc DITCH 16 �-�) \� - 1 o. • , 1 � , • `e A8 re3/4•, o • .� /—N 17 f r ...8 � .. �� •I9cesi.,,,t .,� `� 21 ... / ��• r --4* ;;Tam\ -5 §.1 ct- 4 � . �� WCR 6,_,...4---____, knaj / r • APPROXIMATE LOCATION OF RESIDENCES SCALE: N INTEGRATED WASTE MANAGEMENT FACILITY • u STERN WA I0 �. WASTE INDUSTRIES RESIDENCES WITHIN I/2 MILE 0 1000 2000 I I ---1 �♦ R..R DATE 5AI 90 FIG. PREPARED B.B. 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INTEGRATED WASTE MANAGEMENT FACILITY • �T POSTED FACILITY mount/sr SAFETY RULES wAsTE Rinc OAT E• VI/90 - Fia. PREPARED• M.M. CHECKED r17.7•1 _ HI , • WESTERN WASTE INTEGRATED WASTE MANAGEMENT • FACILITY I '. I 5 I I c HOURS: ? 7:00 a.m.- 6:00 p.m. Monday - Friday 7:00 a.m.- 1:00 p.m. Saturday EMERGENCY: Fire Department 911 Police Department 911 Ambulance 911 I i Landfill I 1 INTEGRATED WASTE MANAGEMENT FACILITY WESTERN • WASTE ENTRANCE GATE SIGN INDUSTRIES MC C A DAY E Pj/2I/90 PREPARED M.M, CHECKED•Ty 3-12 +"h^y"""r : t._z�4r t x,c3 r`.frt f'": Tr rot `�° .�. p 3 ' 0 . i.r',''' ..,S.J. 1;,�:.. i+ rr 1, . F`-1 • • ,,, ENGINEERING DESIGN AND r . OPERATIONS REPORT ill 5„ 4- .:. x; A.I ....4s. 3v i fr• Western Waste Industries IV. ENGINEERING DESIGN AND OPERATION REPORT ® 4.0 INTRODUCTION Western Waste Industries, Inc. (WWI) has been operating in the Denver Metroplex Area for the past 7 years from its offices in Henderson, Colorado. Presently, the company transports the waste collected to the Erie Landfills in Weld County. These landfills are old and do not conform to the new proposed Federal Regulations "Subtitle D" and the Colorado Department of Health has placed these facilities in an assessment mode. Furthermore the Governor's Task Force (1989) indicated that there are currently about 148 landfills operating in the State of Colorado. Implementation of the proposed "Subtitle D" Regulations will force the closure of all but 25 of these landfills. Due to these concerns WWI initiated a search for a landfill location which would support a state-of-the- art, environmentally sound, Integrated Waste Management Facility. SITING STUDY During November of 1988 WWI contracted Rocky Mountain Consultants, Incorporated (RMC) to perform a siting study. The objectives of the study were to identify one or more areas for the operation of an Integrated Waste Management Facility • capable of meeting the proposed Federal Regulations and have adequate space for future facilities for the handling of waste reduction processes and resource recovery. Other general criteria for the site included the following: • Occupy about 200 to 300 acres; • Located within 25 miles of Henderson, Colorado; • • Have good highway access, and; • Located in an environmentally sound area. A siting study was undertaken to identify one or more candidate areas for the facility. The siting study included the following key elements: • Review and analyses of published and unpublished information; • Identification of transportation corridors; • Identification of geologic formations with acceptable physical characteristics; WK.Inc.5 4-1 s5/25/90 • Performance of field reconnaissance; and ® • Review of County and Municipal master plans. Published reports and information were reviewed to evaluate hydrogeologic and engineering characteristics in the area within 25 miles of Henderson. Information reviewed included; hydrogeologic maps of the Denver Basin, geologic maps of the Front Range Urban Corridor, coal geology of the Boulder Weld County Coal Fields, oil and gas field maps, soils maps, aerial photos, topographic maps, geologic hazards maps and geotechnical reports. The engineering and hydrogeologic information was then compared to principal existing and proposed roadways capable of handling 80,000 pound loads. These data were used to evaluate corridors which were defined as five miles on either side of the principal roadways. Areas within each corridor were eliminated from further consideration if they met one or more of the following criteria: • Insufficient size; • Are subject to extensive river flooding; • • Contain critical groundwater resources; • Contain complex geologic structure (e.g., abundant faulting, folding, or jointing); • Are susceptible to geologic hazards that could disrupt the landfill (e.g. , active faulting, subsidence, undermining, unstable slopes, etc.); • Have severe erosion potential or unstable landforms; • • Have critical mineral , geothermal , archaeologic, cultural, historic, wildlife, or ecologic resources; • Have critical surface water features, springs, or present or planned large bodies of water; • Contain areas of concentrated human habitation or future growth; and • • Contain high densities of oil or gas wells. Analyses along the corridors indicated two candidate areas. One area was the WWI/25� .4-2 4 I ridge tops east and west of the Town of Hudson on I-76 and the other area was • a ridge top southeast of the City of Dacono about 4 miles east of I-25. Afield reconnaissance was subsequently performed to evaluate surficial features. Reconnaissance of the areas near Hudson revealed; the soils were moderately to very sandy, the areas had shallow water tables, were extensively irrigated, were prime agricultural land and had large concentrations of irrigation and/or oil and gas wells. The reconnaissance of the area near Dacono indicated that there were no features indicative of a shallow water table along the ridge top, much of the area was cultivated for dry land wheat, only two gas wells located on 160 acre spacings, and the northeast end of the broad ridge had been used for sludge disposal . Given these observations the site near Dacono was chosen for further study. • PA Inc 4-3 • 5/25/90 4.1 SITE DESCRIPTION . GENERAL The site is in a rural agricultural area approximately two miles southeast of Dacono and 4 miles east of Interstate Highway I-25 in Weld County, Colorado. The proposed facility location and vicinity are shown on Figure 4-1. The site is bounded on the north by Weld County Road #10 and on the east by Weld County Road #17 and to the south by County Road #8. Agriculture in the area includes dryland and irrigated crop production, and grazing livestock operations. Most of the site is presently used as irrigated pasture for horse grazing, and irrigated alfalfa hay production. The Bull Canal , an irrigation ditch, trends eastward across the southern section of the site. Existing vegetation on the site includes grasses, alfalfa, and scattered cottonwood trees, mainly along the Bull Canal . The area is part of the Denver/Julesburg Basin oil and gas production field. Two gas wells and a gas pipeline occur on the site. TOPOGRAPHY ® The site for the proposed facility is located in the eastern one-half of Section 17, Township 1 North, Range 67 West. The area generally has low relief with gently rolling topography. The site is located in the interstream uplands of the Great Plains physiographic province approximately 19 miles east of the Front Range of the Rocky Mountains. Figure 4-2 slows the existing topography at the site. The proposed facility will occupy a broad low ridge which extends north- northeasterly across the eastern one-half of Section 17. This ridge is part of a broader ridge which forms a divide between Little Dry Creek, approximately one- half mile northwest of the site, and Big Dry Creek, approximately one and one- third miles southeast of the site. The existing maximum and minimum elevations within the proposed landfill footprint are approximately 5,112 feet and 5,078 feet respectively. Existing ground slopes within the property range from approximately one-half percent to five percent. WWI,Inc. 4-4 572.5/510 SURFACE HYDROLOGY No perennial or defined seasonal streams occur within the site boundaries. The nearest 100-year floodplain is adjacent to Little Dry Creek approximately 1500 feet northwest of the proposed facility. The minimum elevation on the site is approximately 35 feet higher than the 100-year floodplain for Little Dry Creek. The minimum elevation within the landfill footprint is approximately 65 feet above the 100-year floodplain of Little Dry Creek. Figure 4-3 shows the location of surface waters within two miles of the proposed facility. Surface water features on the property include the Bull Canal which trends northeasterly through the southeastern part of the landfill . The ditch will be relocated outside the area of the landfill . The Farmers Reservoir and Irrigation Company (FRICO) owns the ditch. RMC has contacted FRICO and is in the process of gaining approval to relocate the ditch. A small irrigation reservoir occurs on the southern part of the site. The reservoir will be drained prior to site development. • As discussed above, the facility will be sited on a low lying ridge which trends ® north-northeast across the property. Precipitation falling on the northwest side of the ridge flows overland to a seasonal drainage approximately 400 to 500 feet west of the property. The drainage conveys runoff to Little Dry Creek which is a tributary to the South Platte River approximately six miles to the northeast. Precipitation falling on the southeast side of the ridge flows eastward to drainages which convey runoff toward Little Dry Creek. The site is located on a topographic high, and it will not be necessary to divert naturally occurring surface water. CLIMATOLOGY General The site and surrounding area have a semi-arid continental climate strongly influenced by the Rocky Mountains which lie approximately 19 miles west of the facility (Costa & Bilodeau, 1982). The area is usually warm in the summer with frequent hot days. In winter, periods of very cold weather are caused by arctic �� • 4-5 air moving in from the north or northwest. Milder periods occur when westerly • winds are warmed as they move downslope off the mountains to the west. Most of the precipitation occurs as rainfall during the warmer part of the year with the heaviest rainfalls in the late spring and early summer. Winter snowfall is frequent but the snowcover usually melts quickly during the milder periods (SCS, 1980). Weather monitoring data is not available from the site. The nearest weather monitoring stations are at Brighton and Longmont, approximately 6 miles southeast and 12 miles northwest of the site, respectively. The Brighton station is at an elevation of 4975 feet and has operated for approximately 17 years. Normal temperature and precipitation data have not been established for this station because of the relatively short record. The Longmont Station is at elevation 4950 feet and has been operated for approximately 80 years. Normal temperature and precipitation data have been established for this station. Temperature . The normal yearly average temperature recorded at Longmont is 48.8° F. The average temperature recorded at Brighton in 1988 was 50.5° F. (NOAA, 1988) The winter average temperature in the region is 29° F and the summer average temperature is 70°. The frost free growing season is quite variable ranging from 122 to 163 days (SCS, 1980). Precipitation The normal yearly precipitation recorded in Longmont is 13 inches. During 1988 in Brighton, precipitation for the year totaled 9.97 inches (NOAA, 1988) . Average annual precipitation maps (CAAP, 1981) indicate that annual precipitation at the site averages between 12 and 16 inches. Seventy-five percent of the precipitation falls in April through September. The average seasonal snowfall is forty inches. (SCS, 1980) The average relative humidity, measured in mid-afternoon is 40%. Class A pan evaporation (May-October) for the region averages 45 inches. Free Water Surface �� 4-6 Evaporation, which simulates surface evaporation from a shallow lake, averages • 30 inches (NOAH, 1982). Windhave not Wind data collected at the Longmont and Brighton stations ailing winbeen reduced direction by NOAH and is not available in a summary format. The p at the site is probably from the southeast with an average wind velocity of 9 to 10 miles per hour (Doeskin, 1990). Other principal wind directions include west, northwest, and north with the strongest winds generally from the west. - Average wind speed is highest in April , averaging 10.4 miles per hour (SCS, 1980). GEOLOGY Geologic Setting The site is located approximately 19 miles east of the Front Range of the Southern Rocky Mountains. The core of the Front Range consists of a complex of pre-Cambrian metamorphic and igneous r sedimentary Denver Basin eastward off the Front Range into consists of a downwarp of sedimentary strata that t flank.trends north-south. The Basin ® is asymmetrical with a gently dipping The project facilities will be located on the northwestern flank of the Denver Basin. Regional strike in the project area is to ALhe northeast s with dips to t the ite, the regional the southeast in the range of one to five degrees. 1e normal faults. structure is locally disrupted by a series of inactive high angle The faults have been identified by offsets observed in underground n ergro nd coalter mines and offsets determined by subsurface drilling for oil, g as Schneider (1980) indicates that the faults could be growth faults (soft sediment formation) which die out in the Pierre Shale. Locally the bedding dip is affected by the faulting. The site is underlain by a several thousand foot thick sequence of sedimentary 4-7 MaT Inc strata. Near surface bedrock at the site consists of Upper Laramie Formation, Lower Laramie Formation, and the Fox Hills Sandstone. Regionally these units have been described by Colton (1978) : Upper Laramie Formation - The upper portion of the Laramie formation is approximately 600 to 700 feet in total thickness and consists mainly of gray claystone and sandy claystones with lenticular sandstone beds and thin layers of lignite. Lower Laramie Formation - The lower portion of the Laramie formation is generally in the range of 80 to 125 feet thick and consists mainly of gray claystones, gray sandstones and sandy claystones, with several thin coal beds. Fox Hills Sandstone - The Fox Hills Sandstone consists mainly of cross bedded to massive tan to white fine grained sandstone with occasional thin interbeds of gray fissile shale. The total thickness of the Fox Hills Sandstone as described above is in the range of 300 to 500 feet. • The above description may include portions of the underlying Pierre Shale transition zone. Other literature indicates the Fox Hills Sandstone may be 150 feet thick. (Robson, 1984) Site Geology Shallow subsurface conditions were investigated by trenching, drilling (to 70 feet) and geotechnical laboratory testing programs which are discussed further in Appendix A. Summary logs from the drill holes are provided on Figures 4-4 and 4-5. Deeper site conditions have been interpreted from Well Drillers Logs and Spencer (1986). The site bedrock geology is shown on Figure 4-6 and cross sections A-A' through F-F' (Figures 4-7 to 4-10). The geology is characterized by surface deposits of eolian (wind deposited) clay overlying bedrock of the Laramie Formation and the Fox Hills Sandstone. The bedrock is offset by a northeast trending inactive normal fault and an associated inactive western splay fault. The fault has been WNi1.Lac 4-8 • 5/25/90 previously mapped by Spencer (1986). Faulting has resulted in three fault blocks ® herein called west, central and east for discussion purposes. At the present time the landfill will be located on the eastern block and be separated from the central block by 100 feet. The central and western blocks will be utilized for borrow material to construct components of the landfill and as an area to stockpile soil during and after the operation of the landfill . Future plans may include the use of stockpiled soils to expand the landfill west onto the central and western blocks. Eolian Clay Eolian clay blankets the entire site and has been agriculturally mapped as Weld loam, Ulm clay loam, Wiley-Colby complex, and Nunn clay loam (SCC, 1980). According to SCC (1980) these soils generally have a permeability of 0.6 to 2.0 inches/per hour. Regionally the eolian soils are generally 3 feet deep, but locally can be as deep as 15 feet. Based on standard penetration tests conducted during the drilling, the clays range from medium stiff to very stiff and are locally sandy and silty. The soils range from slightly moist to moist and are • generally brown to tan. Based on laboratory testing of the clay soils, the clays have liquid limits ranging from approximately 42 to 63 and plasticity indices ranging from approximately 24 to 50. They are classified under the Unified Soils Classification System as CL, CL-CH, and CH. Samples remolded to 95% of maximum standard proctor density had laboratory permeabilities ranging from 6.5 x 10'° cm/sec to 1.9 x 10'' cm/sec. Site subsurface investigations indicate that eolian soils extend to depths ranging from approximately 2 to 14 feet. Figure 4-11 is an isopach map of the clay thickness across the site. Upper Laramie RMC drill holes indicate that Upper Laramie beds lie near the surface in the east fault block and underlie the entire footprint of the proposed landfill (Figure 4-6). The well drillers log for the Schaller well southwest of the facility indicates that the Upper Laramie is approximately 300 feet thick in the east fault block. RMC drill holes in the Upper Laramie indicate that near surface beds consist mainly of claystone with some lenticular sandstone. The MU me a-9 • 5/25/90 claystone beds range from stiff to very hard and are locally silty or sandy and ® range in color from gray to tan to brown and are generally moist. Locally thin carbonized zones were encountered and gypsum crystals and iron oxide staining were found on joints and bedding partings. Based on laboratory testing, claystone beds have liquid limits ranging from approximately 33 to 81 and plasticity indices ranging from 16 to 58 and are classified as CH. A sample of the claystone was remolded to 95% of maximum proctor density and had a laboratory permeability of 4.4 x 10"° cm/sec. • Some sandstone beds and lenses were encountered during drilling in the Upper Laramie formation. A sandstone bed forms a "caprock" of the broad ridge that traverses the site. The sandstone was generally moderately to slightly cemented and very fine grained. The beds are generally very silty to clayey and range in color from buff to grey. In some cases, they grade into sandy siltstone. They may generally be classified as SM, SP, SC. Lower Laramie RMC drill holes indicate that Lower Laramie beds are present near the surface ® in the west fault block. The driller's log of the Schaller well indicates that the Lower Laramie underlies the Upper Laramie and is approximately 200 feet thick on the east fault block. Lower Laramie beds at the site consist predominantly of claystone similar to that found in the Upper Laramie. However, Lower Laramie beds are interbedded with siltstone, sandstone, and distinguishing thin coal beds. Based on laboratory testing of two samples, Lower Laramie claystone has liquid limits ranging from 66 to 71 and plasticity indices ranging from 40 to 47 and are classified as CH. Fox Hills Sandstone RMC drill holes and test trenches indicate that the Fox Hills Sandstone occurs near the surface in the central fault block and in a narrow stretch along the main fault in the western fault block. The Schaller well log indicates that the Fox Hills 'Sandstone underlies Lower Laramie in the eastern fault block at a depth of approximately 500 feet. The Schaller well drillers log also indicates that the Fox Hills may be 170 to 250 feet thick in the eastern fault block. The Wwr,plc. 4-10 sandstone is fine grained, silty and uncemented to slightly cemented. It is ® generally massive but locally laminated. Structure The geologic structure at the site has been influenced by the inactive normal fault and its western splay. Exploratory trenching was performed during this investigation to locate the fault. The fault dips steeply to the east. Where observed in the test trenches, the fault zone was 1 to 4 feet in width consisting mainly of sheared clay shales. The consistency of the shear zone materials is that of a stiff, plastic clay. logs of the test trenches are presented in Appendix A. Bedding in the west fault block is estimated to dip gently to the northwest (approximately 5°). Bedding in the central block could not be ascertained in our field investigations due to the massive character of the Fox Hills Sandstone. Bedding in the eastern fault block immediately adjacent to the fault, dips towards the fault on the order of 40°. Progressing eastward from the fault the east bloc!, bedding dips more gently becoming horizontal under the area of the • proposed facility. Potential Geologic Impacts Several factors of a geologic nature should be considered in the proposed development of a landfill and associated facilities. Based on the site characterization investigations there are no significant geological hazards on the site. Based on the review of published geological literature on the project area, the main geologic hazard in the area is the potential for ground subsidence associated with abandoned underground coal mines in the Lower Laramie formation. A review of mine man summaries (Spencer. 1986: Colton. 1973: Amuedo and Ivey. 19751 indicates that coal mining was limited to the western one-half of Section 17 and did not extend beneath the site. The faults on the site are inactive. The nearest potentially active faults are WWI.Lw 4-11 • 5/25/+o the Rocky Mountain Arsenal fault approximately 8 miles to the southwest, and the • Valmont fault, approximately 13 miles to the west (Kirkham and Rogers, 1981). The site does not present earthquake risks above those normally considered for this region. The site is in Uniform Building Code, Seismic Zone One and the landfill and associated facilities will be designed accordingly. Slope stability in the Upper Laramie claystone is a potential hazard if appropriate engineering precautions are not followed. However, the existing natural slopes in the project area are gentle and do not present a slope stability hazard. Based on the site characterization investigations, cut slopes for the proposed landfill will be designed for 3:1 (horizontal to vertical) slopes. Additional investigations will be conducted to provide additional information for the design of the temporary and permanent excavations in the claystone. • The facility does not lie within the 100-year floodplain defined by the Federal Emergency Management Agency (FEMA). The approximate extent of the 100 year floodplain on Little Dry Creek as defined by FEMA is shown on Figure 4-3. The ® floodplain is approximately 1500 feet northwest of the northern property boundary and is 65 feet below the minimum elevation of the facility. Based on agricultural soils mapping of the site (SCC, 1980) the soils in the project area have moderate erosion potential . Accelerated erosion may affect areas stripped of vegetation and unprotected graded areas. Facility designs will be planned to prevent concentrated runoff from developing on unprotected slopes. Final closure of the proposed landfill will include vegetation of slopes to prevent erosion. Expansive soils and bedrock including the onsite clays and claystones are common in the project area. Swell/consolidation tests are planned for the foundation soils for permanent structures associated with the facility. Foundation design will mitigate the potential impacts of swelling soils on project facilities. wWi;!na 4-12 • S/20o Commercial Mineral Deposits • The Lower Laramie formation contains coal beds that were mined by underground methods, 'mainly in the period from approximately 1870 to 1950. Mine records indicate that coal was extracted from Lower Laramie coal beds in the western 1/2 of Section 17. (Spencer, 1S86; Colton, 1973; and Amuedo and Ivey, 1975) The mined coal was approximately 100 feet below the ground surface. The main fault that trends northeastward through Section 17 has offset the coal beneath the site. The same coal seam is probably more than 400 feet beneath the ground surface in the eastern 1/2 of Section 17. Based on the depth of the coal and the closure of underground coal mines in the Boulder-Weld coal field in the 1950's, it is unlikely that coal beneath the site can be economically mined in the foreseeable future. The applicant is in discussions with Union Pacific, owner of the coal , regarding a long term arrangement. The site is in an active area of the Denver/Julesburg Basin oil and gas production. Two gas wells and a pipeline occur within the facility. Provisions will be made to accommodate future drilling activities that may be required to further exploit oil and gas reserves that may occur beneath the facility site. • No other commercial minerals are known to occur in the project area. Existing and future commercial mineral production should not be impacted by site development. ® 5/Z5/90 4-13 4.2 HYDROGEOLOGY • INTRODUCTION The area of the proposed landfill has suitable hydrogeologic characteristics for the construction and operation of a solid waste landfill . The existing hydrogeologic characteristics of the site are such that the landfill will be protective of human health and the environment. The proposed facility is situated at the northeast end of a broad ridge, such that it will not receive surface water or ground water from outside of the facility. In the geologic past normal faulting resulted in the formation of three fault blocks. For discussion purposes the blocks are designated as east, central , and west. The faulting has resulted in three different hydrogeologic sequences on each block. The sequences of each block from ground surface to the Pierre Shale are as follows: Eastern Block; Eolian clays, Upper Laramie Formation, Lower Laramie Formation, Fox Hills Sandstone Central Block; Eolian clays, Fox Hills Sandstone Western Block; Eolian clays, Lower Laramie Formation, Fox Hills ® Sandstone Field studies to date indicate that the Eolian clays do not contain ground water.` The top of the Pierre Shale marks the base of the aquifers° beneath the site. The estimated depths to Pierre Shale on the east, central and west blocks are 650, 170 and 250 respectively. Stratigraphic data and water level me urements indicate that the eastern block is_hydraulically isolated fro¢Lyhe central and western block and does not contain shallow contiguous around water. On the western and central blocks contiguous shallow ground water of very poor quality (Total Dissolved solids concentrations in excess of 10,000 mg/1) occurs °The term ground water and aquifer used here are as defined by the Colorado Department of Health Regulations pertaining to solid waste disposal sites and_facilities. Section 1.2,22 "Ground Water" means any water below the land surface in a zone of saturation. Section 1.2.9 "Aquifer" means any geologic formation, group of formations or portion of a formation capable of yielding significant and usable quantities of ground water to welts and springs. WWI,Inc 5/25/50 4-14 under water table conditions at depths of about 15 to 20 feet. However, on the ® eastern block shallow ground-water also of poor quality occurs at depths of about 5 feet and is limited to discontiguous sandstones in the Upper Laramie. Recharge to the shallow ground water is by irrigation which will be discontinued during and after the construction of the landfill . Given the water quality and stratigraphic conditions the only aquifers at or near the facility are the Lower Laramie and Foxhills Sandstone of the eastern block. Regionally the aquifers are referred to as the Laramie-Fox Hills aquifer. These aquifers are isolated from the landfill by approximately 300 feet of the Upper Laramie. The Upper Laramie is composed almost entirely of claystone which contains relatively high amounts of carbonaceous material . The claystone material will mitigate ground water impacts on the underlying aquifers. Ground water modeling performed by the U.S.G.S. Geological Survey (Robson 1984) indicated that the Upper Laramie is a confining layer above the Laramie-Fox Hills aquifer. The specific hydrogeologic characteristics of the principal units at the facility are presented in the sections that follow. • MOVEMENT AND OCCURRENCE OF GROUND WATER Test holes and piezometers drilled during field studies (Appendix A) and information in the literature indicates that there are four hydrologic units in the area of the facility. The units in order of shallowest to deepest are as follows: Upper Laramie claystones; Upper Laramie sandstones; Lower Laramie; and Fox Hills Sandstone. Upper Laramie Claystones Thickness and Boundaries The Upper Laramie claystone is not present on the western and central fault blocks. On the eastern fault block the Upper Laramie claystone underlies the � 4-15 eolian clays except in the southern area of the landfill where Upper Laramie • sandstones underlie the eolian clays (Figures 4-6 through 4-8). The depth to the top of the Upper Laramie is typically 5 to 10 feet. The depth to the base of the Upper Laramie, estimated from well drillers logs, is approximately 300 feet. The Upper Laramie claystone is bounded to the west by the fault and extends off-site to the north, east and south. The Upper Laramie contains isolated layers of sandstone in the upper 20 feet. No sandstone layers have been encountered in the area of the landfill within 15 feet below the bottom of the landfill . Consequently the Upper Laramie will act as a confining layer isolating the landfill from ground water in the area of the facility. The Upper Laramie is an excellent confining layer because of its low permeability, highly plastic and carbonaceous nature. In the unlikely event of a release, the carbonaceous material will adsorb contaminants in the leachate. The adsorptive, low permeability and plastic properties of the Upper Laramie result in a barrier towards the migration of contamination to the Laramie-Fox Hills aquifer. • Recharge and Discharge Recharge and discharge in the Upper Laramie is insignificant because of its low hydraulic conductivity. These materials do not yield significant quantities of water to wells. Hydraulic Properties Packer test performed by Industrial Compliance (1989) for a landfill near Ault yielded a horizontal hydraulic conductivity of 2.1 x 10"' feet/day, (7.4 x 10'' cm/sec). If the ratio of vertical to horizontal hydraulic conductivity is 0.1 (Bouwer 1978) the vertical hydraulic conductivity is approximately 2.1 x 10" ft/day (7.4 x 10"° cm/sec.) Laboratory measurements of porosity yielded values ranging from 0.27 to 0.37. (Appendix A.) Specific retention was not measured directly. However a claystone sample collected above the zone of saturation in Test Hole 13 (See Figure 4-6 for location) had a degree of saturation of 56%. • �V25/90]S/70 9 4-16 Assuming this value is representative of the specific retention yields a range ® of values of .15 to .20. Consequently specific yield is on the order of .12 to .16. Upper Laramie Sandstones Thickness and Boundaries The Upper Laramie is not present on the western and central fault blocks. On the eastern block shallow (perched) ground water in the Upper Laramie occurs in discontinuous lenses and layers of sandstone which appear to be limited to the area of the landfill . These sandstones are not aquifers. The water appears to be an artifact of irrigation. There will not be irrigation on the landfill and these sands are limited to the area of the excavation. Consequently, there will be no ground water within 15 feet of the landfill . A more detailed discussion of these sandstones is presented in the following sections. The high total dissolved solids (TDS) of the water in the sandstones (3500 to 4100 parts per million, Table 4.1) suggest that the ground water contained in the sandstones is stagnant (see Ground Water Quality Section). The sandstones • are limited in aerial extent and are typically 5 to 20 feet thick. The depth to the base of the sandstone is less than 45 feet. Figure 4-6 shows the aerial extent of the Upper Laramie sandstones as indicated by test holes and trenches. Figures 4-7 and 4-8 depict the vertical distribution of the sandstones. The figures indicate that shallow ground water is limited in the central and southern area of the landfill footprint. In this area the eolian clays are underlain by an Upper Laramie sandstone. The sandstone has formed a broad knob at the end of the northeast trending ridge. The sandstone is essentially limited to the area of the landfill and hence the ground water contained therein is also limited to the landfill . The base of the sandstone is generally about 20 feet above the bottom of the landfill . In the western portion of the landfill the sandstone base may be at the bottom of the landfill . Consequently, virtually all of the sandstone will be removed during construction. Water contained in the sandstone will be removed by dewatering using trenches and sumps. At the present time two piezometers have been installed in the sandstone in the Mina 4-17 southern area of the landfill . Data from these piezometers (see Appendix A and • Figures 4-7 and 4-8) indicate that ground water occurs under unconfined (water table) and partially confined conditions in the southern area of the landfill . Water level measurements made during drilling and shortly after the drilling of test holes indicate that ground water occurs under confined conditions in thin (<5 feet) sandstone layers in other areas of the landfill . Piezometers PZ-3, PZ-6 and PZ-7 installed 15 feet below the bottom of the landfill indicate no groundwater at this depth. Recharge and Discharge Groundwater recharge to the Upper Laramie sandstones is principally by deep percolation of applied irrigation. The position of the facility at the hill top limits recharge from offsite. Recharge is probably less now than in the past. The Bull Canal which traverses the site is presently lined with concrete. Prior to lining, the ditch had significant seepage losses as evidenced by springs and seeps (Underhill , 1950) along the base of the berm of the canal . Two piezometers are being monitored in the Upper Laramie sandstone to evaluate the magnitude of recharge. • Discharge from the sandstones is believed to be by evaporation where the water table is close to the surface. Measurements of total dissolved solids (TDS) of a water sample collected from the piezometers and electrical conductance measurements of water bailed from test holes revealed that the water is high in • T0S approximately 3500 to 4100 parts per million (PPM) (Table 4.1) . The gradient of the water surface is to the north at approximately 0.002. These data indicate long residence times and possibly increased TDS by evaporation. Given the isolated nature of the Upper Laramie sandstones in and around the landfill there is no offsite receptor of ground water from these sediments. Consequently this water is not being put to a beneficial use. Hydraulic •Properties Slug tests were performed in piezometers PZ-4 and PZ-5 to obtain estimates of the hydraulic conductivity of the Upper Laramie sandstone. The results of the testing are presented on Table 4.2. The curves and calculations are provided Inc • 5/25��yp 4-18 in Appendix A. The tests indicate that the horizontal hydraulic conductivity • of the Upper Laramie sandstone is on the order of 1 to 4 ft/d (3.5 x 10-` to 1.4 x 10'' centimeters per second) . Estimates of vertical hydraulic conductivity are not readily made in the field using slug test. However values in the literature generally indicate that the ratio of vertical to horizontal hydraulic conductivity of sandstones is 0.1 to 0.01. Consequently vertical hydraulic conductivity is probably on the order of 0.01 to 0.4 feet/day (3.5 x 10'` to 1.4 x 10'' centimeters per second). Analyses of a sandstone sample from PZ-5 at a depth of 20 feet yielded a porosity 0.29. The value of specific yield stated in the Denver Basin rules for the Laramie Fox Hills aquifer is 0.15. Assuming that these values are representative, the specific retention is estimated to be 0.14. The two piezometers indicate that the gradient in the Upper Laramie sandstone is approximately 0.002. The rate of horizontal ground water movement was estimated using Darcy's law. The porosity was assumed equal to 0.15. The hydraulic conductivity was set equal to the high range of the slug test data (4 ft/d) and the gradient was set equal to 0.002. These values yielded a rate of • 0.05 feet per day (18 feet per year). A search of well permits on file at the State Engineer's Office (SE0) and field reconnaissance did not indicate welts or springs in the Upper Laramie Sandstones within one mile of the landfill . Lower Laramie Thickness and Boundaries The Lower Laramie occurs on the west and east fault cltcks, (Figure 4-10). With the exceptions of, depth to water, saturated thickness and water quality, the Lower Laramie probably has similar hydraulic characteristics on either the west or east blocks. Test holes drilled on the west fault block indicate that the material is composed of interbedded sandstone, siltstone, claystone and coal . Overlying the Lower Laramie are five to ten feet of eolian clay. Underlying the Lower Laramie at a depth of approximately 200 feet, is the Fox Hills sandstone. WWI5/25/90• 4-19 The depth to the top of the Lower Laramie on the east fault block is estimated • from well driller's logs to be approximately 300 feet (Figures 4-9 and 4-10). The depth to the base is estimated to be 500 feet. Consequently the thickness is on the order of 200 feet. The distance from the base of the landfill to the top of the Lower Laramie is approximately 260 feet. Recharge and Discharge On the west fault block recharge is principally from the deep percolation of locally applied irrigation water. Ground water flows from south to north- northwest toward Little Dry Creek (Figure 4-12). Some discharge probably occurs in Little Dry Creek where the alluvium is in contact with the transmissive layers in the Lower Laramie. Additional discharge probably occurs through downward leakage into .the Fox Hills sandstone. A search of well permits on file at the State Engineer's Office (SEO) did not reveal wells completed in the Lower Laramie of the western fault block within one mile of the facility. • On the eastern fault block, recharge is from alluvial deposits located above the sand layers in the Laramie. According to maps published by the State Engineer's Office (Van Slyke et al 1988) the recharge zone for the Laramie Fox Hills aquifer is about five miles north of the site. A potentiometric surface map drawn on water level measurements made in 1978, the most recent year on record, (Robson et a1 1981) indicates that ground water is flowing to the southeast in the eastern fault block. Discharge from the Lower Laramie is principally by wells and to a lesser extent leakage into the underlying Fox Hills. The SEO files indicated that wells are typically screened in the bottom of the Fox Hills Sandstone or sandstones and siltstones of the Pierre Shale. However, an abandoned well was indicated within one mile of the facility. (Figure 4-3 and Well #2 on Table 4.3) The well is located near the house in the southeast corner of Section 17. A notation on the permit indicated that the well was a "bad" well WW1'M` • 5/25/90 4-20 • and should be plugged. An interview with the well owner,, Mr. Bob Underhill , ® revealed that the well is no longer in use and a replacement well was drilled (Well #3 on Table 4.3). The new well was completed in the Fox Hills sandstone. Mr. Underhill , the owner, indicated that this well is used for domestic purposes. Hydraulic Properties The hydraulic conductivity, porosity, specific retention and specific yield of the Lower Laramie sandstones is assumed to be essentially the same on the eastern and western fault blocks. Consequently, the following discussion of these parameters applies to both blocks. A slug test was performed in piezometer PZ-1 which is screened in sandy siltstone and weathered claystone of the Lower Laramie. The test indicated a range of horizontal hydraulic conductivity of 1.3 to 2.3 feet per day (4.6 x 10" to 8.2 x 10'' cm/sec). Assuming a ratio of vertical to horizontal hydraulic conductivity of 0.10 to 0.01 yields a range of vertical hydraulic conductivity of 0.01 to 0.23 ft/day (4.6 x 10'` to 8.2 x 10'° cm/sec). The State Engineer's office has estimated the average specific yield of water bearing sandstones and siltstones of the Laramie-Fox Hills aquifer to be 0.15. Figure 4-12 is a contour • map of water levels in test holes drilled on the Lower Laramie and Fox Hills fault blocks measured during September 1989. The contours indicate that ground water is flowing to the northwest at a gradient of 0.012. Using this gradient, an effective porosity of 0.15 and the range of horizontal hydraulic conductivities given above yields a range of horizontal flow rates of 0.10 to 0.18 ft/day (37 to 66 ft/year). The potential travel time through the western block to the closest area of discharge, Little Dry Creek, can be estimated by applying Darcy's law and using the harmonic mean of the hydraulic conductivities along the flow path (see Appendix A for calculations).. Substituting the horizontal hydraulic values of the Fox Hills Sandstone and Upper Laramie claystone into the equation yields a resulting hydraulic conductivity of 0.06 feet/day. The elevation of the landfill at its shortest distance to Little Dry Creek is approximately 5070 feet. The elevation at Little Dry Creek is about 5006 feet. The distance to the creek is 'I"� 4-21 ' I approximately 2600 feet. The resulting gradient is 0.02. Using these values • and an effective porosity of 0.15 yields a travel time of approximately 1,100 Years. The pathway for migration of leachate from the landfill to the closest down gradient well on the eastern fault block is through approximately 200 feet of Upper Laramie claystone then into the sandstones of the Lower Laramie. The total length of the flow path is approximately 1300 feet to the abandoned Underhill well (200 feet vertically, 1100 feet horizontally). The mean hydraulic conductivity along this flow path is on the order of 0.02 ft/day (7.3 feet/year). There are no depth to water measurements in the Lower Laramie of the eastern block. However assuming that the water level is 50 above the top of the Lower Laramie and the base of the landfill is 40 feet below grade, yields a gradient of 0.16 ((300'-50'-40')/1300). Using these values an effective porosity equal to 0.15 and applying Darcy's Law yields a travel time of 3700 years. Fox Hills Sandstone Thickness and Boundaries • The Fox Hills sandstone is present on all three fault blocks. On the western fault block the depth to the top as estimated from Plate 1 in Spencer (1986) varies from approximately 60 to 160 feet. The review of electric logs on the Denver Basin cross sections and drillers logs of water wells in the area indicates that the Foxhills sandstone is on the order of 150 to 170 feet thick on this block. On the central fault block the Fox Hills sandstone underlies the eolian clays at depths varying from approximately 2 to 10 feet. The literature indicates that the total thickness of the Fox Hills is approximately 150 to 200 feet (Robson 1986). Consequently, the depth to the base of the sandstone is probably less than 200 feet. The depth to the top of the Fox Hills sandstone beneath the eastern fault block is estimated from water well driller's logs to be approximately 500 feet. The depth to the base, assuming a thickness of 170 feet is approximately 670 feet. • R'Rx Inc. S/25,/9p 4-22 ® Recharge and Discharge The potentiometric map constructed by Robson (1981) indicates that regional recharge to the Fox Hills sandstone is from the northwest where the sandstone crops out or is in contact with the alluvium of Boulder Creek and its tributaries. The distance to the recharge zone is approximately five miles north and northwest of the facility. Consequently, the Foxhills sandstone on eastern block is not recharged locally. Locally, recharge to the Fox Hills sandstone on the western block is by downward leakage from the Lower Laramie and applied irrigation water. On the central block recharge is principally by deep percolation of locally applied irrigation water. Water level measurements are being performed in PZ-2 to estimate the magnitude of recharge from irrigation on this block. Water level measurements and test holes indicate that the Fox Hills of the central block is in hydraulic connection with the Lower Laramie of the west block. Consequently flow and discharge for the Fox Hills in the central block is to the northwest and discharges to Lower Laramie and the Little Dry Creek. • The direction of ground water flow in the Fox Hills of the western block is probably to the northwest coincident with flow in the overlying Lower Laramie. Discharge is through leakage into alluvial deposits or along the outcrop estimated to be about five miles north of the facility. A search of well permits on file at the State Engineer's office did not reveal any wells tapping the Fox Hills aquifer in the western or central block within one mile of the facility. The absence of wells is probably indicative of the very poor water quality on these blocks. A search of well permits on file at the State Engineer's office indicated 16 wells (Table 4.3 and Figure 4-3) tapping the Laramie-Fox Hills aquifer on the wwr,bne. 5/25/90 4-23 eastern block within one mile of the facility.' These wells are used for domestic livestock, and commercial purposes. The closest downgradient well is the Underhill well (Well 83 on Table 4.3 and Figure 4-3) located approximately 1100 feet southeast of the landfill . Hydraulic Properties A slug test was performed in PZ-2 to estimate the hydraulic conductivity of the Fox Hills sandstone. The test indicated a range in hydraulic conductivity of 0.6 to 1.5 ft/day (2.1 x 10'` to 5.2 x 10" cm/sec) . Assuming a range in ratio of vertical hydraulic conductivity to horizontal hydraulic conductivity of 0.1 to 0.01 yields a range of vertical hydraulic conductivity of 0.006 to 0.15 ft/day (2.1 x 10'" to 5.2 x 10"° cm/sec) . Laboratory analysis of a sandstone sample from PZ-2 indicated a porosity of 0.39. The State Engineer's office has estimated an average specific yield of 0.15 for the Laramie-Fox Hills aquifer. This value is probably representative of the Fox Hill Sandstone. Subtracting the specific yield from the porosity indicates that specific retention is approximately 0.24. • The flow path from the landfill to the closest down gradient well (Underhill well) in the Fox Hills sandstone is vertically through the upper Laramie ctaystone and lower Laramie and then horizontally through the Fox Hills sandstone. The length of the flow path is approximately 1600 feet (300 feet of Upper Laramie, 200 feet of Lower Laramie and 1100 feet horizontally through the Fox Hills). The mean hydraulic conductivity along this flow path is 1.12 x 10'' ft/day (See Appendix A). The Schaller well was drilled in 1978 (see Figure 4-3 and Table 4.3. At the time of drilling the depth to water was 395 feet. Assuming this depth is representative of the head difference between the 'Review of the perforated (screened) intervals of the wells indicated that the wells are typically screened in the Fox Hills sandstone and/or possibly sandstone and siltstones of the Pierre shale. 5/25/90 4-24 • landfill and the closest down gradient well (Underhill well), the gradient is . 0.25 (1600 ft/395 ft). If the specific yield is used for the effective porosity, the travel time is on the order of 2,348 years. GROUND WATER QUALITY Samples of ground water were collected from piezometers that contained water and the well at the Underhill house. The samples were analyzed for pH, electrical conductance, and temperature in the field and major cations and anions and TDS in the laboratory. The results of the analyses are summarized on Table 4.4 and Figure 4-19. The analyses indicate that there are two distinct types of water beneath the site. The shallow ground water (samples PZ-1, PZ-2, PZ-4 and PZ-5) are high in TDS (3,500 to 11,400 mg/1) and of a mixed cation sulphate type. This type of water is characteristic of recharge from irrigation. The deep ground water (Underhill well) is moderately high in TDS (1,100 mg/1) and of the sodium bicarbonate type. This type of water is typical of water in the Laramie-Fox Hills aquifer. The distinct difference between these two types of water indicate that the shallow ground water is not connected to the deep ground water. • Shallow ground water may be further subdivided by its position relative to the main fault. The ground water west of the fault (Samples PZ-1 and PZ-2) are higher in TDS and chloride than ground water east of the fault (PZ-4 and PZ-5). While shallow ground waters on both sides of the fault are derived from irrigation, the contrast of TDS and chloride indicate that these zones are hydraulically isolated. This interpretation agrees with test hole water level and trench and test pit data. Wwi;Inc. 5/25/50e 4-25 4.3 ENGINEERING DESIGN . GENERAL INFORMATION The Integrated Waste Management Facility encompasses approximately 280 acres of which approximately 100 acres will be landfilled. The remaining 180 acres will be used for support facilities such as scales, office, access roads, surface water management features and excess soil storage areas. Access to existing oil and gas facilities will be maintained as well as a number of potential oil well drilling sites. The design for the facility was developed to provide an approximate twenty-five year life for disposal of solid wastes. Projected waste volumes and growth figures included in this report are based on WWI's experience with it's existing solid waste operations in the area. Based on the projected waste loadings, the facility has been designed for a total in-place refuse disposal capacity of approximately 7.4 million cubic yards (cu yds). WWI is abl; to keep the total in-place refuse volume small compared to many other landfill operators by achieving much greater compaction. WWI provides • a minimum in-place refuse density of 1200 lb/cu yd by maximizing compaction. The design for the facility includes development of approximately 100 acres of land (out of 280 total acres available), to provide the 7.4 million cu yds in- place refuse capacity (see Figures 4.13 and 4.14). The total air space volume will be 9.3 million cu yds after daily cover, stability dikes and final cover volumes are factored in. Details of capacity are summarized in Table 4.3-1. Minimum buffer strips of 100 feet (ft) will be maintained between the edge of ° refuse and the property lines. The 100 ft buffers will provide adequate room for drainage features, environmental monitoring, and access roadways. Setbacks greater than 100 ft are maintained along the southern and the western property limits to provide room for support facilities and storage of excess soils. The entrance will be from WCR #8 at the southern end of the facility. Roads will be developed inside the perimeter of the property to provide direct access to all portions of the site and associated drainage facilities. IVW® An to S/�/� 4-26 The proposed landfill will accept municipal solid waste including household • garbage, rubbish, commercial refuse, paper waste, brush, ash from municipal solid waste incinerators and power generating plants and demolition waste. In general , the site will accept only those wastes which are compatible with the efficient and nuisance free operation of a solid waste landfill . The site will not accent hazardous wastes. Procedures to be established for control of the incoming waste stream and the rejection of unacceptable wastes are further described in Section 4.4. In summary, the control of incoming wastes will be accomplished by the following: . Signs will be posted conspicuously at the entrance to the facility to inform users of the types of wastes which are prohibited; . Facility operations personnel will be instructed as to the types of wastes which are prohibited and action(s) to be taken to prevent delivery of prohibited wastes to the site; and . Facility operations personnel will be trained in special handling and segregation techniques which will be taken if various types of prohibited wastes are inadvertently deposited at the facility. • • WWI has provided flexibility in the plans to incorporate an Integrated Waste Management Facility. Scavenger activities will be strictly prohibited. Any future operations will be conducted in a separate area of the site, away from - the landfilling operations and the traffic associated with it. The major components of the waste handling system for the facility include the following: On-Site Access Road - Site access roads will be constructed to carry heavy truck traffic under all weather conditions. Access roads will be maintained to preserve uninterrupted site access. Roads leading to the active fill area will also be of all-weather construction; . Scale and Scale House - One scale with electronic output will be provided; . landfilling Method - The landfill will be operated as a modified area fill landfill , as further described in the facility operations section (Section 4.4). ww4/°� 4-27 . Closure - The proposed operation allows for continuous phased closure activities (i .e. , capping, seeding) of completed portions of the fill areas while adjacent portions carry on active landfilling. This type of operation also allows for continuous closure inspection during the active life of the facility; and . Surface Water Protection - The drainage system for the proposed landfill will be designed to prevent surface water run-on to the active fill areas and to control run-off from the fill areas. Water not falling on the working face will be directed to the drainage system and discharged as clean stormwater. Rainfall landing on uncovered solid waste will be considered contaminated and will be treated as leachate. The drainage system for the covered landfill will consist of swales, berms and flumes to prevent ponding and erosion on the landfill surface. Where necessary (e.g. , at bevels) , erosion protection will be placed in the surface drainage swales. Sedimentation basins will be installed to provide trapping of suspended sediment in surface water prior to release. Surface water released from the facility will be the same as pre-developed • conditions. ENVIRONMENTAL PROTECTION The groundwater will be protected by five separate landfill design components which are further detailed below: Low Permeability Sub-base Soils The material between the proposed landfill base and the Laramie Fox Hills aquifer (the closest known potable groundwater source) consists generally of claystone of the Upper Laramie Formation with an estimated permeability of 10'' cm/sec. Discontinuous layers and lenses of sandstone and siltstone are interbedded in the claystone. The location of the landfill above this thick deposit of low permeability soil will provide a high degree of protection in addition to the engineered components of the landfill design. The high organic content and the presence of coal seams within the claystone will provide additional attenuation capability in the event leachate migration through the liner does occur. ® wWl,Inc 4-28 5/25/9 III, Low Permeability Liners A low permeability clay liner will be provided to protect the ground water resources of the area. This liner will be constructed of clay (eolian) soils with a demonstrated permeability of 10'' cm/sec, or less. Provision of this clay liner will substantially limit movement of leachate out of the landfill , and will allow the leachate collection system to operate effectively. The collection system is designed (Appendix C) to provide efficient collection of leachate from the liner surface, resulting in low leachate head build-up on the liner. These low leachate head levels will allow the liner to function effectively. Leachate Collection System A leachate collection system will be installed at the top of the liner to collect and convey leachate which may form in the landfill . The leachate collection system will consist of a granular drainage layer which is graded evenly over the base grades and sloped at a minimum of 1 .5% toward a network of perforated pipes. The system will convey Leachate by gravity to a manhole at the southeastern end of the site (see Figures 4.13 and 4.14) . From the manhole, IIIleachate will be pumped to a hiding tank from where it will be periodically pumped for treatment at a permitted wastewater treatment plant. Operational Controls/Daily Cover The operational controls used by WW1 to minimize leachate formation and thus protect the environment include stability dikes which allow the waste to be highly compacted and daily cover. By compacting the waste against a soil stability dike, the size of the active portion of the landfill is minimized. This reduces the open fill area which is exposed to precipitation which minimizes infiltration into the refuse and reduces leachate production. Application of daily cover soil minimizes the amount of refuse exposed to precipitation or snow. Final Cover A 36-in. thick, final cover will be installed after the landfill closes. This cover will further restrict stormwater percolation into the filled areas, thus minimizing leachate generation. The final cover will be constructed of at least ® wwf,,Ina 5,/2.00 4-29 III2-ft of low permeability native clay soils compactea to achieve a permeability of 1x10'' cm/sec. The cover includes at least 12-inches of native soils. The balance of the cover will include 12 inches of native soils, which will include at least 6 inches of topsoil , and will be placed on the final cover to promote an effective vegetative cover (see Figures 4.15 and 4.16) . The final slope configuration has been analyzed using the Universal Soil Loss Equation (Appendix B) to estimate its susceptibility to erosion. Based on this analysis, the likelihood of erosion affecting the integrity of the final cover and significantly increasing leachate generation is low. SURFACE WATER MANAGEMENT Surface water will be managed on-site to minimize potential adverse impacts. The main components of the surface water management system include; run-on controls, runoff controls and sediment controls. All components of the stormwater management system will be designed to accommodate the 100-year storm event. ® In order to prevent surface water from running on to the landfill , a diversion berm and system of drainage ditches will be developed. Because the landfill is situated at a local topographic high, very little surface water run-on is expected after development of the landfill is completed. However, interim run- on control devices will be necessary to protect intermediate phases. Clean stormwater that falls on the landfill will drain into the same drainage features that handle run-off from the site. This will require the construction of temporary berms, ditches and pumping facilities within the base of the excavation to manage below grade surface water during landfill construction. Precipitation which falls within the active landfill area will be contained and handled as leachate. This leachate will be collected in the leachate collection system and disposed of at a wastewater treatment plant off-site. Temporary dikes will be constructed around the active landfill areas to prevent stormwater contamination (see Figure 4-15). The inactive areas of the landfill will be graded to divert stormwater to ditches and down slope flumes which will minimize • wwf,Inc. 5/25/90 4-30 ® erosion of the landfill cover. This uncontaminated stormwater will be conveyed to sedimentation basins. The landfill surface water drainage system will consist of swales and flumes to safely convey runoff water off the final cover of the landfill , route the runoff around the margin of the landfill , and provide sedimentation control for stormwater released off-site. The stormwater swales will be designed to provide safe conveyance of stormwater up to the 100-year storm event. The sedimentation basins shown conceptually in Figures 4-13 and 4-14 will be designed to meet three criteria: provision of effective sediment trap efficiency for storms up to the 10-year return period; provision of adequate storage for accumulated sediment, and hydraulic outlet capacity sufficient to safely pass the 100-year storm event. Calculations for the sedimentation basin design are contained in Appendix B. LINER AND COVER A summary of soil volume requirements and preliminary soils balance information by phase, is shown in Table 4.3-1. In general , a positive soil balance exists • as a result of the proposed site design. Excavation volumes and anticipated soil types available compare favorably with soil requirements for site construction and operations. Interpretation of available on-site soils information suggests adequate clay (eolian deposits) and general fill soils will be obtained from subgrade excavations for site development. It appears approximately 25% of the soil excavated between surface elevations and the underlying clay unit will be of a quality suitable for either the liner or final cover. The other 75% of the excavated material appears to be suitable for general construction and daily cover purposes. It is currently anticipated that only the highly permeable granular material for drainage blanket construction and leachate collection • trench backfilling will come from off-site sources. Preliminary summaries of soil volumes required for the liner, stability dikes, daily cover, final cover and granular blanket are provided in Table 4.3-1 (volume calculations are provided in Appendix D) . A 6 to 1 refuse to daily cover ratio • WWI,Inc. 512.O0 4-31 has been used to calculate soil volumes necessary for day to day operations. ® The total soil balance for the design provides an approximately 3.1 million cu yds soil surplus after site construction and operational needs are met. This configuration of the landfill will blend in with the generally rolling terrain in the area. Surplus native soils over and above those to be used as daily or final cover will be stockpiled west of the landfill and will be mounded up against the western slope of the landfill . The excess soil will provide adequate cover for the landfill operation and will minimize nuisance conditions after closure. It will also be available for general construction and/or screening purposes. Soil stockpiles will be protected and vegetated to prevent excessive erosion or sedimentation loss from these piles. Runoff from soil stockpile areas will be routed through the sedimentation basin(s) before being allowed to discharge off site. The soil stockpile area to be created west of the fault may be considered as an area for future landfill expansion. • The landfill final cover will consist of approximately 3-ft of native soils. A minimum 2-ft layer of compacted low permeability soil (eolian soil) will be placed on the final refuse lift and at least 12-in. of native soils, which include at least 6-in. of topsoil , will be placed over the clay layer. The 2- ft clay portion of the final cover will be composed of the same native material as the liner and compacted to at least 95% of its optimum Standard Proctor density to achieve a permeability of 1x10'' cm/sec. The estimated quantity of final cover required is approximately 499,000 cu yd and is available on-site. The soil will be graded to minimize erosion and allow vegetation to be established. The final cover will be planted with native grasses which are suitable for the local climate and landfill topography. Both the base liner and the final cover will contain low permeability soil layers. The soil used to construct these layers will be on-site eolian materials or weathered claystone which will be excavated during landfill construction. Geotechnical laboratory tests performed on remolded samples show these soils to have good properties for the liner and cover.411 P/P4,,Inc. 4-32 5/25/90 ® The 3-ft thick base liner will be constructed by spreading uncompacted soil layers and compacting them to 95% Standard Proctor density with a Sheepsfoot compactor to a thickness of approximately 6-in. Subsequent lifts will be compacted into the lower lift by using a Sheepsfoot compactor with the sheepsfeet at least 1-in. longer than the compacted lift (e.g. , a 7-in. Sheepsfoot will be used to construct a 6-in. lift) . The estimated quantity of liner material required is 500,000 cu yd and is available on-site. Geotechnical testing will be completed prior to construction of the base liner. The testing program will include Atterberg limits, Standard Proctor density, grain size and permeability tests. The results of these tests will be used for quality control of the liner construction materials. Native soils will also be used as daily and intermediate cover. These soils are predominantly eolian clay soils and weathered claystone and will be available in sufficient quantity due to the amount of excavation necessary for ® construction. Daily cover will be applied as a minimum 6-inch soil layer covering the exposed refuse at the end of each day. Intermediate cover will consist of a 1-ft thick soil layer and will be placed over areas which will not receive waste within the subsequent 6 months. The estimated quantity of daily and intermediate cover required for landfill operation is approximately 1,239,000 cu yd. LEACHATE MANAGEMENT The design for the facility minimizes leachate production through an effective landfill cover design and by providing effective containment of leachate. The base of the site and the excavated 3H:1V sideslopes will be lined with a minimum 3-ft thick, recompacted clay liner to enable retention and collection of leachate. The base of the site will generally slope from west to east (refer to Figures 4-13 - 4-16). A minimum slope of 1.5% will be maintained on the base of the landfill so that leachate reaching the liner surface can easily flow • WWZ Inc. 5/4/90 4-33 • toward the collection pipe system. The leachate collection pipes will be spaced at approximately 400-ft centers which will maintain a maximum leachate flow distance of approximately 550-ft from any given point on the base of the landfill to the closest adjacent collection pipe. The overall water balance of the site was evaluated through the use of the EPA HELP (Hydrologic Evaluation of Landfill Performance) model . Model input included local climatological data, as well as soils data applicable to the soils to be used in the landfill cover and liner. Model simulations were conducted to evaluate conditions of maximum leachate generation (open refuse in working areas on shallow refuse fill) and for the final cover long-term conditions (see Appendix B). The long-term evaluation indicates that long-term final cover percolation will average less than 0.4 in./yr with only a very small fraction (0.067 in./yr) being collected by the leachate collection system. Peak daily head on the landfill liner under long-term conditions is expected to be less than 1 in. This analysis indicates that for long-term, homogeneous refuse conditions, a leachate collection system provides little additional environmental benefit. 0 However, installation of the leachate collection system proposed will provide a conservative design approach, will meet regulations, and will also provide control of leachate head under open refuse conditions during site operations. The HELP analysis of landfill performance under open refuse conditions (Appendix C) incorporated very conservative assumptions regarding evaporation from refuse and also utilized a shallow (36 in.) depth of refuse to minimize storage attenuation of infiltration peaks. This analysis concluded that if shallow, open refuse conditions persisted for a full year (which will not occur in actual site operations, expected percolation would be approximately 2.7 in./yr, and peak daily percolation would be approximately 0.1 in. Maximum head on the landfill under open refuse, high infiltration conditions was evaluated conservatively, assuming that these high-infiltration conditions applied over the entire 550 ft maximum leachate flow path to a collection system pipe. The analyses indicated that peak head levels on the liner, under extremely conservative conditions (open refuse) , would be less than 6 in. ® WWI,Inc 5/25190 4-34 Ill The leachate collection system will consist of perforated east-west collection laterals, and a perimeter perforated toe drain system along the eastern slope of the site. Leachate will be conveyed to an external leachate collection manhole located near the southeastern corner of the site, via perforated leachate conveyance pipes. Leachate collection laterals will consist of 6 in. perforated pipe installed in the liner furrows, bedded and backfilled with granular material and wrapped within a geotextile to prevent potential migration of clay fines into the collection system. A minimum of 3-ft of compacted clay will exist beneath the leachate collection pipe furrows. The leachate collection manhole will be installed exterior to the sideslope liner, and will function either as the primary leachate extraction point, or will be tied into a storage tank. If a storage tank is necessary, a below grade, double-walled steel tank will be installed according to state and federal regulations. WWI will negotiate a contract with an approved wastewater treatment plant to dispose of the leachate. Further discussions will concentrate on the capabilities of the treatment plant to handle controlled volumes of the leachate by direct discharge. The preliminary site design does not include design, construction or operation of San on-site leachate pre-treatment system. Design of the landfill cover also represents a crucial element in the management of leachate from the site. By minimizing percolation through the cover, the leachate volume produced can be greatly reduced. The conceptual landfill cover design is shown on Figures 4-15 and 4-16. The proposed final cover for the 4:1 outboard slope areas and top slope area consists of a minimum 2 ft of compacted clay overlain by 12 inches of general fill and top soil to serve as a vegetation rooting zone. The top plateau area of the final cover will be graded to approximate 4% slopes to enhance lateral drainage. Based on preliminary soil balance calculations, the proposed landfill cover soils will be obtained from on-site excavations. The clay thickness is a function of how the proposed stability dikes around the perimeter of each phase will be constructed (see Figures 4-15 and 4-16). In addition to minimizing percolation through the cover, the stability dikes are also constructed, vegetated and maintained in phases as the filling o WWI,Inc. 5/25/90 4-35 • progresses. This enhances site leachate controls even further, and accomplishes phased closure of the site. Preliminary simulations of percolation through the landfill cover and sideslopes using the HELP (Hydrologic Evaluation of Landfill Performance) model indicate insignificant percolation through the cover. This is due to the high evapotranspiration rate of water which may infiltrate into the cover soils. The cover design improves this retention and subsequent evapotranspiration of water which reduces leachate generation even more. Preliminary water balance and liner head level calculations described previously indicate the conceptual liner system design will effectively meet State of Colorado and proposed Subtitle 0 regulations. The current regulations require that a maximum leachate head of 1 ft be maintained on the liner system. The proposed liner and collection system design is capable of maintaining an estimated leachate head of less than 6-in. on the liner. The base grade slopes, collection pipe spacing and highly permeable drainage blanket material help improve the efficiency of the leachate collection system. • A 1 ft thick, highly permeable, granular drainage blanket will be applied across the entire base of the site. Clean crushed stone, also with a high permeability will be used to backfill leachate collection trenches and act as bedding material for the slotted collection pipes. It is currently anticipated that the highly permeable granular materials will be obtained form off-site sources available in the local area. LANDFILL GAS MANAGEMENT The primary emphasis of the landfill gas management system currently proposed, is to provide adequate control of gas migration. Passive vents will be installed to alleviate gas pressure buildup in the landfill . Landfill gas extraction wells, gravel packed trenches, and/or headerpipe systems, may also be used to collect and extract gas from the portions of the site that have reached final grades. If economically feasible, the gas may be utilized for energy recovery. • �� 4-36 • DEVELOPMENT PLAN The phases and associated access routes for the proposed landfill are based on the following design concepts: . Conservative use of available land through maximum waste compaction; . Retention of future expansion capability; . Minimize leachate generation; ▪ Maximize leachate containment and environmental security; . Provide a reasonably low profile landform that blends with existing topography; and . Minimize impacts on adjacent properties and nearby sensitive receptors. To achieve these concepts, an approximate 100-acre area in the northeastern portion of the proposed property is proposed for phased development. A buffer zone of at least 100 ft will be maintained between the edge of refuse and the nearest property lines. • The overall development plan calls for excavating up to 40 ft below existing ground surface elevations so that the base of the proposed landfill will be in the Upper Laramie Formation. To accomplish this, it is anticipated that excavations may have to extend below shallow groundwater present in localized sandstone lenses that were encountered during the subsurface exploration program (refer to Sections 4.1 and 4.2) . The sandstones are limited in aerial extent and are typically 5 to 20 feet thick. The depth to the base of the sandstone is less than 45 feet. Figure 4-4 shows the aerial extent of the Upper Laramie sandstones as indicated by test holes and trenches. Figures 4-7 and 4-8 depict the vertical distribution of the sandstones. The figures indicate that the only shallow ground water occurs in the central and southern area of the landfill footprint. In this area the surface eolian clays are underlain by an Upper Laramie sandstone. The sandstone has formed a broad knob at the end of the northeast trending ridge. The sandstone is essentially limited to the area of the landfill and hence the ground water contained therein is also essentially limited to the landfill . Recharge • WWI,Inc. 5/25/90 4—a7 ® to this shallow ground water is by irrigation which will be discontinued during and after construction of the landfill . The base of the sandstone is generally about 20 feet above the bottom of the landfill . In the western portion of the landfill the sandstone base may be at the bottom of the landfill and extend a short distance to the west. Consequently, virtually all of the sandstone will be removed during construction. Water contained in the sandstone will be removed by dewatering using trenches and sumps associated with landfill excavations to prepare sub-base grades. Site development will occur in four major phases, generally progressing from south to north. Each phase represents approximately one fourth of the site area, and could be developed in smaller modules (a maximum two modules per phase) to enable liner construction in smaller segments. Each phase will contain approximately six years capacity. Waste will be placed in daily cells which will be approximately 75 ft x 100 ft. Site access will be provided through a gate in the southern portion of the site. • Access roads will be developed and maintained around the perimeter of the area, and will enable both site development and access for filling purposes. Scale house and staging area facilities, as well as material separation recycling containers, may be located near the southeastern corner of the site near the access point. The site access schemes are compatible with the overall landfill development plan, and are shown on Figure 4-14. VISUAL SCREENING The project is located 2 1/2 miles southeast of the developed limits of the City of Dacono and 1 1/2 miles from the municipal limits. Line of sight studies that have been completed in conjunction with the Special Use Permit application, indicate the site is not clearly visible from the City of Dacono because of the natural ridge which exists southeast of the community. From the existing developed limits of the City, the visual impact on the community will be negligible. The site is visible from Colorado State Highway 52 to the northeast and effective measures will be taken to screen the daily operations from this direction. • WWI,Inc 5/25/90 4-38 4.4 LANDFILL OPERATIONS • OPERATIONAL QUALIFICATIONS Corporate Profile WWI is engaged in the collection and disposal of solid waste in Arizona, Arkansas, California, Florida, Louisiana, Texas and Colorado. The company was established in 1955. In June 1983, WWI went public with a stock offering. The company has been in the landfill management business since 1970. WWI's experience in landfill management predates the formation of any of the other large national solid waste management companies. WWI is currently the fourth largest waste management firm in the nation. Specifically, WWI is involved in the following areas of waste management: . Landfills; . Recycling centers; . Transfer stations; and . Waste collection. • In fiscal year 1989, WWI served more than 45,000 commercial and industrial customers and 312,000 homes and apartment units in seven states. Approximately 47 percent of WWI's revenues result from contract agreements with municipalities, county governments, and state agencies. Related Experience WWI has been operating landfills since 1970. The company currently operates seven landfills located in Arizona, Arkansas, California, Florida and Texas (three) , and a transfer station in California. This information is summarized in the tables in Appendix E. Tables E.1 through E.3 present pertinent information on all of the landfills, whether closed or currently operated by WWI. Table E.4 presents a list of client references for the currently operating landfills. Interested persons are encouraged to contact these references for additional information concerning WWI's operation of the respective landfills. 14471,Inc. 4-39 5125/90 WWI can assure that competent services will be provided to the City of Dacono ® based on WWI's existing landfill services, public sector contract performance, and the involvement of key personnel . Each of these factors are addressed in the following sections. Existing Landfill Services WWI provides contract operations of solid waste landfills located in Montgomery County, Conroe, Texas; Texarkana, Arkansas; Nassau County, Florida; and Maricopa County, Arizona. In addition, WWI and Riverside County, California entered into a unique public/private partnership arrangement in 1986 for the development and operation of the E1 Sobrante solid waste landfill . Of the 10 landfills and 1 transfer station operated by WWI to date, 7 have operated under contract to the public sector. Brief descriptions of seven landfills currently operated by WWI are provided in ® the Appendix E. Key Project Personnel The following key individuals will be associated with the proposed landfill at Dacono. Zia Qureshi , Vice President, Corporate officer Imre J. Szekelyhidi , Director - Landfill Operations William H. Rackets, Controller - Financial Affairs, and Lloyd Johnson, Regional Landfill Operations Resumes for the key individuals are also provided in Appendix E. GENERAL OPERATIONS DESCRIPTION The site ,is designed to be operated as a "stair-step", modified area fill landfill , with above and below grade filling. This method of operation employs a continuously moving stair-step method of landfill operations. Following 0 WWI,Inc. 4-40 S/25/90 excavation of the below-grade portion of the landfill , landfilling occurs at • any one on as many as six or eight different levels, or terraces. Each level will have temporary access roadways and temporary drainage control dikes and/or ditches. Each day's landfilling operations will generally occur on one particular level , which will be selected by the Landfill Manager based on weather conditions, ease of access, and availability of landfill space. The filling sequence shall be accomplished behind stability dikes with 3H:1V side slopes; constructed from onsite clay-rich soils in accordance with a construction quality control plan. The stability dikes will be constructed ahead of the landfills working face and will provide a visual barrier to screen daily landfill activities. The stability dikes will also provide for long-term slope stability and will prevent the horizontal discharge of leachate as seeps. Additionally, the dikes enable landfill closure to be accomplished on an on- going phased basis, as opposed to just at the end of the site's waste disposal activities. The advantages to the stair-step landfilling method include the following: • . The location of the daily working face can be selected for greater ease of operation for that day's weather conditions, thus minimizing the adverse effects of high winds, rain, etc.; and . Final closure of portions of the site can be accomplished throughout the active life of the landfill . Final cover, revegetation and long- term installation of drainage systems can be provided concurrent with daily landfill operations. This methodology also minimizes rainfall percolation into the completed portions of the landfill and simplifies maintenance. The landfill will operate six days per week and will be open 7 a.m. to 6 p.m. Monday through Friday, and 7 a.m. to 1 p.m. on Saturday. The site will normally be closed on major holidays. The site will not receive solid waste at any times other than normal working hours without special authorization of the Director of Landfill Operations. WWI.!ea 5/25/vo 4-41 WWI reserves the right to restrict access to the site to those persons who ® demonstrate a legitimate purpose for visiting it. Visitors are allowed on the active area of the site only when accompanied by a WWI representative. Following is a summary of the security measures which serve to protect the landfill facility: . Facility personnel are stationed at the site office located adjacent to • the only site access road and regulate access to the site. Access to the site is further controlled at the site entrance by signs which direct all potential visitors to the site office during normal site operating hours. The gate at the entrance stays closed and secured when the site is not in use and is opened only by authorized personnel ; . A perimeter fence and natural barriers separate the site property from adjacent areas and are intended to discourage unauthorized entry; . Signs will be posted at regular intervals surrounding the site. These signs state "DANGER - UNAUTHORIZED PERSONS KEEP OUT," in English and Spanish, or the equivalent, and are legible from a distance of at least • • 25 ft; and . Entry to the active portion of the site is restricted by company policy to designated WWI personnel , approved waste haulers, and properly identified persons whose entry is authorized by the site management. Site Inspection Plan WWI management personnel conduct regular inspections and site audits of all aspects of the landfill operations as part of an overall personnel safety and environmental protection program. The nature and frequency of these periodic inspections have been formalized into a general inspection plan to provide a consistent and continuous self-inspection effort. The general inspection plan has been established to identify and correct malfunctions, deterioration, or operator errors before they result in a threat to human health or safety, or to the environment. CVR7,Inc 4 45 _ S�S/50 • Equipment and operations which are subject to sudden or unanticipated problems • are inspected each operating day. Those conditions which are subject to more gradual deterioration are inspected weekly. The Landfill Manager is responsible for implementing the inspection program, and the Landfill Manager or his designee will perform the inspections. WWI will augment its inspection program with inspections of the site operations by a registered professional engineer, if necessary. Inspection Schedule Waste unloading, spreading and compaction, and cover operations are inspected each day the facility is in operation. Items such as the daily or final cover integrity and the condition of drainage facilities, will be inspected on a weekly basis in conjunction with the routine daily inspections. Equipment is checked daily for needed repairs in accordance with a prepared Equipment Inspection Report. In addition, procedures are used to insure proper functioning and reliability of mechanical equipment. These procedures and their frequency vary according to the equipment. An equipment service and preventive Smaintenance schedule has been developed in accordance with the specific recommendations of the manufacturers of the various items of equipment which are used in the waste transportation and disposal operations. Personnel who operate the waste transportation and disposal equipment are responsible for checking equipment weekly to see if service or maintenance is due, and if due, to see that this work is accomplished. Each daily and weekly inspection is documented on an inspection report form, which is completed, signed and dated by the individual assigned to perform the inspection. The inspection indicates the items inspected and notes any deficiencies observed. The inspection form also provides space for appropriate comments regarding the severity of a condition, its specific location, or other details necessary for proper evaluation and response by supervisory or management personnel . WWI,Inc. • SAVV0 4-46 • Both daily and weekly inspection items are indicated on the inspection report S form. Space is provided to enter the date when corrective action is taken. The actual inspection report format may change, as experience indicates, but the basic functions will remain the same. Inspection reports are maintained by the Landfill Manager, who is responsible for noting any deficiencies and either implementing the appropriate corrective action or referring the matter to the Director of Landfill Operations, or other responsible persons as may be established as alternatives. Inspection reports are signed by the person who performed the inspection and are incorporated into the daily operating record of the facility. Whenever an inspection is performed by someone other than the Site Manager, the report must be reviewed and co-signed by the Site Manager. The following items are evaluated during the daily facility inspection: . Presence of wind-blown litter outside the active disposal area; . Presence of dropped or wind-blown waste along on-site route(s) to the disposal area; • Integrity of closure devices or covers on the transport vehicles; . Utilization of required personnel protective equipment by operating personnel ; . Evidence of unauthorized entry; . Ease of access to disposal area being used; . Excess dust generated along the access route(s) to the disposal area; . Need for equipment repair; and . Adequacy of daily cover over the solid waste in disposal area. In addition to the above, the following items are evaluated during the weekly facility inspection. . Condition of access route to the disposal site; . Need for service or maintenance of equipment; . Condition of site drainage facilities; WW/,Inc. S/2:00 4-47 . Evidence of erosion, differential settlement, ponding, or damage on' • closed portions of the site; . Evident of escaping leachate from closed portions of the site; . Condition of perimeter warning signs and fences; and . Presence of dropped or wind-blown waste along site access route. Inspection Procedure and Correction of Deficiencies The WWI employee who performs a site inspection records his observations on the inspection report. Items found to be in satisfactory conditions are identified by writing "O.K." or similar acknowledgement beside the inspection item. An "X" is placed beside any item that is found not to be in compliance. When appropriate, a notation as to the severity of an item requiring corrective action is made in the "Comments" section of the report to assist WWI management in taking a timely and appropriate course of action. Any item found not to be in compliance during an inspection, but which is corrected at the time of the inspection, is marked as being non-compliant, but the fact that corrective action was taken, and any necessary additional comments, are reported on the inspection form. Upon completion of each inspection, the person performing the inspection signs and dates the inspection report to acknowledge that the inspection is complete and was personally performed, and that the inspection report accurately reflects the conditions observed. If the WWI employee performing the inspection notes a condition which may pose a threat to human health or the environment, he is to immediately undertake corrective action or notify his supervisor. The purpose of these procedures is to encourage prompt and on-the-spot correction, whenever possible, for any non-compliant condition. Any situation or condition encountered during the inspection which constitutes an actual or potential threat to health, safety, or the environment, which cannot be remedied or controlled promptly, is to be immediately reported to the Landfill Manager, Director of Landfill Operations, or other responsible person who has authority and responsibility to initiate whatever remedial action is appropriate. • 4-48 Inspection Reports WWI maintains a record of all inspections by placing the originals of the inspection reports into the facility's inspection report file, in chronological order. These reports will remain on file for a minimum of three years. If an inspection report form is used, the report form will be used to record the date and nature of repairs of other corrective action which was taken. Otherwise, a list of items found during inspections which need correction, along with the date the conditions were fist noted, will be used. This list constitutes an integrated record or log system for deficiencies and will be maintained to show the date and corrective action taken with respect to items found during inspections which require subsequent corrective action. Either method provides a system which identifies each condition requiring correction, the date it is discovered, the corrective action taken, and the date of the corrective action. DISPOSAL CELLS • Provision for Proper Compaction Proper spreading and compaction of wastes is necessary both to conserve the usable airspace and to minimize future settlement in the closed portions of the site. Compaction of the waste is accomplished by repeated passage of landfill equipment over the waste material. Even after this is accomplished, the equipment must continue to move up and down along the working face to continue the waste compaction process. Solid waste is generally a resilient or elastic material which tends to rebound somewhat after the passage of heavy equipment. Only with repeated passage of heavy equipment will the waste achieve its desired degree of compaction. Also, the movement of this equipment causes items within the landfilled waste to break, bend, or shift position so as to fill as many of the voids in the material as possible. Adequate compaction of waste has generally been achieved when the equipment operator no longer feels significant movement of the material beneath his equipment as he passes over it. WWI,Inc • 5/25/90 4-49 iimaaarr The proposed facility will be operated in a manner that maximizes compaction. III The method of waste placement is best described as the "stair-step" approach. . Waste will be deposited onto one of many terraces between the top of the landfill and the bottom of the pre-excavated areas. A compactor will initially compact the waste as it pushes and feathers the waste along the face of the terrace and push the refuse onto the level part of the bench. During this part of the operation the refuse will receive its secondary and maximum compaction as the compactor works on level ground. Final compaction will be provided as daily cover soil is placed over the refuse. The waste at the site will, in effect, receive three compaction efforts during initial placement, final compaction, and placement of the daily cover. The compacted density of the in-place refuse is projected to be at least 1200 lb per cu yd. This represents a compaction rate of at least 2 to I, or better. COVER APPLICATION After the last load of waste has been received, spread and compacted each day, preparations will begin for the application of the daily cover soil . The first step in the process will be the final shaping of the working face. This • operation includes leveling the top and shaping the sides of the working face to conform to previous or future landfilling operations. Once this is done, daily cover soil will be transported to the working face, where it will be deposited, spread and compacted. Daily cover soil shall consist of soils which have not previously been in contact with solid waste. A minimum of six inches of daily cover will be provided over all exposed waste. In general , this cover soil will be transported and deposited near the upper surface of the working face. The landfill compactor will then spread and compact the .• soil along the top, sides and front of the face. Care will be taken so that the landfilled waste does not become mixed with the soil cover material . Compaction will be obtained by repeated passage of the landfill equipment. Cover soil will continue to be applied in this manner until all of the solid waste has been adequately covered with a minimum of six-inches of well-compacted soil . wwI,Inc eS/25'g'° 4-50 Final cover, consisting of a minimum of 2 feet of clay-rich soil will be placed . as soon as possible after reaching final contours within any section of the landfill . The final cover will also include a one-foot layer suitable for revegetation. Cover Material Cover material will consist of on-site soils, taken from future fill areas; . Daily cover will be 6-inch minimum thickness of well-compacted soil which is used to cover all solid waste at the end of each day's operation; and . Intermediate cover is used to provide a minimum 1-foot thick final cover over portions of the landfill which will not receive waste within 6 months. The upper six inches of soil shall be suitable for revegetation purposes, if necessary. NUISANCE CONDITIONS Inclement Weather Conditions • Inclement whether may hinder the normal landfill operations. Modifications to facility operations can minimize the undesirable effects of inclement weather. Following is a discussion of some methods of operation which may be appropriate during inclement weather conditions. Control of Wind Blown Waste During extremely windy periods, the potential for problems with wind-blown wastes increases. Adequate control of wind-blown waste is essential to the operation of the landfill site. Wind-blown wastes can be controlled in several ways. First, all waste transportation vehicles using this facility are required to have in place adequate covers or other means of containment for the wastes they transport. The adequacy of covers or containment of incoming waste will be checked at the facility entrance. The next procedure for the control of wind-blow wastes is the prompt landfilling of the wastes which have been deposited near the working face. The landfill war,rrc • 5/25/90 4-51 • equipment will be operated so as to be in a position to transfer the deposited . waste to the working face and to spread and compact it as rapidly as possible, thus minimizing the amount of time the refuse remains exposed to the wind and its potential for disposal . Also, cover soil may be placed on the solid waste during the day's operations to help control the waste. On days when prevailing winds are from a certain direction, it may be possible to locate the working face operation in a protected or semi-protected area of the site. For example, the landfilling operation may be relocated to a lower elevation of the site during windy weather, rather than taking place near the more exposed locations of the site. To further minimize wind-blown wastes, the facility will provide litter control fences, as necessary, at appropriate locations near the working face and elsewhere. The litter control fences will be constructed of poultry-mesh wire screen, or similar material, attached to removable steel fence posts. The fence will be approximately 5 feet high and will be located as close as practical to the target area. This type of fencing is generally very effective in trapping and retaining wind-blown waste material.• Periodically, as a part of the overall site maintenance program, facility personnel will collect the wind-blown waste materials which have been trapped by litter control fences. Also, personnel will patrol the entire site and access roads, and collect fugitive litter and wind-blown wastes. Wet Weather Rain and snow can also adversely effect landfill operations. During rainy weather, care will be taken to maintain access to the working faces. It may be necessary to grade out ruts more frequently than during normal operations, or it may be necessary to apply some road base material to the on-site access roads to counteract the effects of rain. WWI will maintain a stockpile of road base material, or other similar material for use in maintaining passable access roads during wet weather operations. wWI,inc.® 5/2.1 ,0 4-52 , Because wet weather generally hinders the movement of solid waste vehicles at S a landfill , the site operation will , during the rainy season, reserve disposal areas adjacent to all-weather access roads for wet weather disposal . These wet weather disposal areas will be in the levels of the stair-step operation which are at or ,lust above grade. If these areas are not available or become filled, an adjacent area just below grade will be used. By reserving these wet weather areas adjacent to access roads, the solid waste hauling vehicles can remain on level ground and not have to negotiate inclines on wet soil . The landfill equipment can also work more efficiently at these levels when compacting and covering solid waste in wet weather. Vector Control The need for extensive vector control (control of rodents, flies and mosquitos) will be minimized through the method of operating the site. The application of daily and final cover will prevent habitation of the landfill by rodents. On- going compaction and covering of solid waste, and an absence of nearby shelter (weeds, debris, etc.) present a hostile, unsuitable environment for rodents. • Similarly, daily cover of solid waste•prohibits completion of the life cycle of flies. Adult flies, whether indigenous to the site or present in in-coming loads of solid waste, cannot successfully reproduce, because the organic matter required to host fly larvae is landfilled and covered with compacted soil daily. The life cycle of flies is much longer than one day, even under conditions most favorable for reproduction. Even if fly larvae are present in the incoming solid waste, they are quickly buried and covered and there is very little opportunity for flies to emerge as winged adults. For these reasons, the landfill operation will not support the reproduction of flies. Mosquito control will be provided by preventing the development of stagnant bodies of water of the type which foster mosquito reproduction. Periodic grading and maintenance of the landfill and its drainage systems will eliminate low spots, ponded water, and similar features. Protected areas of quiescent water which are necessary for survival of mosquito larvae will not be present. RIV4!na S 4-53 e5/25/00 If any vector problems develop that require additional control beyond the measure 411 indicated above, a licensed pest control specialist will be retained. Odor Control Detectable odors will typically be limited to the working face area and the odors associated with the waste as it arrives at the landfill . The need for extensive odor control will be minimized through the planned method of operating the site. Since the working face is covered with compacted soils as an ongoing operation at the end of the each day's operations, odors associated with the waste or decomposition of the waste will be limited. If necessary, additional soil cover may be placed on the waste during the day's operations to limit odor. WWI's experience at other landfills with similar operations indicates that the frequent application of cover and small working faces served to eliminate odor problems. Dust Control Use of asphalt all-weather access roads for landfill ingress/egress traffic will significantly curtail dust. Fill areas reaching final grades will be closed and vegetated on a phased basis. Vegetated perimeter dikes will serve as wind • screens to reduce dust in operating areas. Disturbed land areas r as will be revegetated as soon as practical . A water truck will be used to suppress extreme dust conditions. Noise Control Noise levels will be controlled by limiting hours of operation to those given as previously stated. Operating equipment will be maintained in good mechanical condition to eliminate excess noise. Stability dikes constructed around fill area perimeters, and vegetated screening features will also aid in controlling noise levels. PERSONNEL DUTIES AND RESPONSIBILITIES The staffing level of the landfill facility is expected to vary from time-to- time, in accordance with the size of the operations. The following table shows WW1,Inc. 4-54 the staff organization, chain of authority, and expected range of staff ® positions. No. of Position Positions Reporting to Director, Landfill Operations 1 Vice President, Waste Services Disposal Group Landfill Manager 1 Director, Landfill Operations Asst. Landfill Manager 1 Landfill Manager Master Mechanic 1 Landfill Manager Weighmaster 2 Landfill Manager Equipment Operator 3 Landfill Manager Laborers 1 Landfill Manager Director, Landfill Operations Responsibility of overall management of the landfill and general direction of its operation rests with the Director of Landfill Operations. As such, this individual is designated as the WWI contact person for matters related to • regulatory compliance. This individual has authority to obtain necessary supervisory and operating personnel for the site and to arrange for their training and orientation. This person also determines equipment needs and initiates requests within WWI to replace existing equipment. In addition, the Director of Landfill Operations may engage outside contractors to provide necessary supplemental equipment or services as he deems necessary for the operation of the site. Finally, the Director of Landfill Operations is responsible for administering the provisions of the Site Operation Plan. Landfill Manager Day-to-day operations at the site are directed by the Landfill Manager, who is assigned to the site on a full-time basis. The Landfill Manager is responsible for site personnel attendance and performance, for facility inspections and record keeping, and for the continuation of facility operations on a regular basis. As such, he routinely directs the daily activities of all site personnel . WW1�/� ® 4-55 Under the general direction of the Director of landfill Operations, he ® administers the Site Operating Plan on a daily basis. As a representative of WWI, he is expected to administer and enforce company policy and directives at all times. However, unless specifically authorized by the Director of Landfill Operations, or unless his duties are subsequently altered, the Landfill Manager is not authorized to officially represent WWI to regulatory agency personnel who may visit the site from time-to-time. Assistant Landfill Manager The Assistant Landfill Manager serves in support of the Landfill Manager. He shares similar duties as the Landfill Manager. In the event that the Landfill Manager is vacant from the landfill , the Assistant Landfill Manager shall be WWI's management representative. Master Mechanic • The Master Mechanic is the on-site individual responsible for the preventative maintenance program, and the repair of the landfill equipment. ® Weighmaster The Weighmaster is a person who is stationed at the site entrance and whose major duties include collecting tipping fees, maintaining complete and accurate records of vehicles entering and leaving the facility. In addition, the Weighmaster is to make a reasonable verification that incoming vehicles transporting waste for disposal at the facility are not transporting hazardous wastes or other materials which are prohibited at the site. In addition to recording each delivery of solid waste received at the facility, the Weighmaster maintains a register of all site visitors. The Weighmaster shall observe that all incoming solid waste is in properly covered vehicles. Equipment Operators The title of equipment operator is used to describe the various positions for employees who operate mechanical equipment at the facility. Although categorized as one position for the purpose of this discussion, individuals who occupy these positions may have varying levels of responsibility within the limits broadly wva,,I 4-56 • .05/90 described herein. Personnel in this category are responsible for the safe and ® attentive operation of various pieces of mechanical equipment at the landfill site. In addition; these employees are responsible for being attentive to the repair or maintenance needs of such equipment. All necessary equipment repairs or maintenance needs are to be either reported to the Landfill Manager or taken care of by the equipment operator, as may be more specifically described in instructions issued by the Landfill Manager or the Director of Landfill Operators. As the personnel most closely involved with the actual landfill operation, the equipment operators are responsible for being alert for any potentially dangerous conditions, or careless or improper actions on the part of non-WWI employees while on the premises. The equipment operators must be able, through training and experience, to recognize characteristics of hazardous waste, and must be alert for this type of material the in-coming waste stream. All such improper operations, dangerous conditions, or receipt of prohibited wastes are to be reported immediately to the Landfill Manager. ® Laborers/Other Personnel Other site personnel may be employed from time-to-time, in categories such as maintenance, construction, and clean-up. TRAINING WWI intends that the operation of this facility will not endanger the health of safety of its personnel and visitors, or threaten the environment. Thorough training of facility personnel is recognized as being an important step toward these goals. Consequently, a comprehensive personnel training program will be developed and employed throughout the operational life of the facility. Training Activities WWI conducts a personnel training program to provide training in solid waste management procedures and operations to those employees who are assigned to, or have responsibility for the landfill operation. A table summarizing WWI training activities is included in Appendix F. R R c iisc _ SSA/V0 4-57 The two major objectives of the personnel training program are: ® . To thoroughly train appropriate employees in the proper performance of their individual job duties which pertain to solid waste management; and . To prepare all appropriate employees to effectively implement the proper emergency procedures, should the need arise. To accomplish these objectives, both on-the-job training and formal instruction in solid waste management procedures, safety, emergency procedures, legal requirements, and facility operations procedures are provided to the personnel involved with the handling, transportation, and disposal of solid waste, including the marketing of these services to existing or potential customers. Personnel receive training which is appropriate to their individual needs as well as to their specific job duties and responsibilities. These personnel are given training that teaches them to perform their duties safely, in a way that meets with the applicable requirements for solid waste management. The training program is designed so that facility personnel are able to respond effectively to emergencies by familiarizing them with emergency procedures and equipment. • The training program includes familiarization with the regulations which apply to generators and transporters of hazardous wastes. Also, general descriptive characteristics of hazardous waste are provided. The purpose of this aspect of the training program is to help prevent hazardous wastes from being deposited at the site by making WWI personnel aware of what to look for in incoming waste. The training is specific to the duties, tasks and responsibilities of each employee's particular position. Experienced employees or supervisors who are knowledgeable of the requirements for satisfactory job performance provide on- the-job training and monitor its progress. On-the-job training is progressive in nature,'typically beginning with demonstration, followed by closely supervised practice. When the employee has shown his ability to understand and perform his job and the basic safety and emergency response functions related to it, his supervisor acknowledges the satisfactory completion of the employee's on-the- job training by making an appropriate entry in the training records maintained WWI,Inc. . 5/25/90 4-58 by WWI. Such training records will be maintained at the Waste Disposal Services ® Group offices in Conroe, Texas. Successful completion of the appropriate training activities is required to fill an operating position. When an existing employee is transferred or promoted to a new position with training requirements which differ from those for his previous position, that employee will undertake the required additional training. On-going continuing education and training is provided, as needed, to employees for the duration of their assignment to waste management duties. The frequency of continuing education and training activities varies according to the type of job. Facility personnel will be provided annual reviews of the training initially required of their position. The first record system consists of job titles for every position which routinely involves some aspect of solid waste disposal . This list contains the name of the person who occupies each position, and is revised as this becomes necessary. Each list is dated, and copies of each previous list remain on file at the facility for a minimum of three years. • The second record system relating to training is an outline of the general job duties related to solid waste management for each of these positions. Included in the general job duties are any required education or experience, the training required both initially and on an on-going basis, and the job duties and responsibilities during emergency response, if any. The type and amount of introductory and on-going training to be given for a particular position is thus incorporated into the general job duties. Records of training given to facility personnel constitute the third type of training documentation. This record consists of a general facility training file which includes a record of each employee's training history. The general facility file contains a description of each formal training activity, the date(s), the personnel who attended, and an indication of satisfactory accomplishment of the goals of the training activity by each person. The same wwr lnc III S,4m/vo 4-59 • or similar information is included on an individual training record which is . maintained for each person included in the training program. Semi-annually, management reviews the training file against the personnel roster and job description training requirements to verify that the frequency and type of training required for each job is being provided. This semi-annual review should also demonstrate if the facility's training objectives are being met. Training records on former employees will be retained for a minimum of three years following separation. Training records on current employees will be kept until three years after the completion of the closure of the facility. PREPAREDNESS AND PREVENTION Preparedness and prevention measures have been developed to minimize both the frequency and severity of accidents and emergency situations which could threaten human health or harm the environment. In addition, these measures are intended to minimize the chances for and the magnitude of sudden or non-sudden releases of potentially harmful wastes or waste constituents to air, usable groundwater • or surface water. Because the success of preparedness and prevention measures depends largely on the attentiveness and state of readiness of facility personnel, these measures are given major emphasis in training activities. Preparedness and prevention measures have been developed for three areas of the site: Gate house-reception area, on-site transportation routes, and active disposal area. In addition, some general or site-wide preparedness and prevention measures have been developed. Gate House - Reception Area . Visually screen all in-coming waste loads for unauthorized types of wastes; . Check to see that all waste loads are adequately covered, or otherwise protected or contained; . Observe incoming vehicles for evidence of improper operation, faulty equipment, or unsafe conditions; ww.b,e • S/ySiVo 4-60 . Insure presence of emergency equipment; ® . Insure that emergency telephone numbers are posted; . Conspicuously located signs are posted warning that hazardous wastes are prohibited; . Emergency response agencies and their telephone numbers are posted; and . Maintain an emergency first-aid station. On Site Transportation Routes . Passage for two-way traffic, free from obstructions; and . Insure that all vehicles are being operated safely. Active Disposal Area . Emergency fire fighting apparatus provided in or on WWI equipment; . "No Smoking" rule enforced; . Personnel safety equipment in good repair and being used properly; . Adequate turning area for hauling vehicles; . Adequate supply of cover soil to extinguish refuse fires; . "Vehicles in reverse gear" alarms working; ® . Dumping in designated area only; . Personnel alert for possible hazardous or otherwise unauthorized wastes; . Fugitive wastes being controlled or contained; and . Use of daily and intermediate cover to minimize rainwater infiltration. General . Personnel training including safety and accident prevention; . Grading and drainage systems provided to minimize cover erosion and provide proper drainage; . Routine preventive maintenance of equipment; and . Daily and weekly site inspections by management representative. Equipment Certain equipment is provided in preparation for possible incidents. Telephones (at least two lines) are available at the facility Weigh House, where they are accessible to all personnel , these can be used to call for emergency assistance Wi{7,Inc. • SAPV0 4-61 ------ ..."....allillilliliallinin from outside sources. As mentioned previoust • posted nearby. On-site equipment, consisting of emergency telephone numbers are moving equipment and trucks, is normally available for spill control and cleanup. le nup. ' This equipment is regularly inspected and maintained. such as alarm systems or high capacity fire fighting apparatus, emergency equipment, necessary, is not considered Reasonable access to all portions of the emergency equipment is maintained and its adequacy facility ac is b inspections. Y Personnel or q J evaluated during routine Arrangements With Local Authorities The need for special arrangements with local emergency facilities has been evaluated in view of the properties aand characteruthorities ; medical the types of solid waste the facility is authorized to receive and the emergencies the disposal operations characteristics of P o erations might cause. The conclusion is that o extraordinary emergencies are visualized which would call for such special arrangements. Any reasonably foreseeable potential incident involvin g this facility's operations will be handled without need for special arrangements EQUIPMENT The following list of equipment is expected to be facility in order to accomplish the periodic operation perati oo andi routinely provided at the maintenance functions i required. This list is intended to be the minimum will normally be provided. The listing amount of equipment which equipment is intended de of specific items or manufacturers of Additional units of equipment may illustrate the type and capacity of the method or scope of landfill operations sichange,ded tenhance the operationQu'ghould • be changed accordingly.1 p this listing of 9 Y. WWI proposes to g equipment may operation of the landfill. Provide all new equipment for the S�/� ® . 4-62 Following is the list of landfill equipment to be provided for the facility: ® (1) Compactor (Caterpillar 8260) (1) Bulldozer (Caterpillar D8N) (3) Scrapers (Caterpillar 6276) (1) Motorgrader (Caterpillar 14) (1) Soil Compactor (Caterpillar 825) (1) Water Wagon (Caterpillar 613) (1) Disc Harrow (1) Maintenance Truck (1) Fuel Storage Tank (1) Air Compressor (1) 6" Pump • (1) Portable Light Plant (1) Pick-up Truck (1) High Pressure Washer This equipment is capable of performing landfill operations, and all anticipated • maintenance operations on closed portions of the landfill and its drainage systems. RECORDS The records, plans and other data that are developed and employed at this facility may be furnished upon request and made available at reasonable times for inspection by any officer, employee, or representative of the Colorado Department of Health. Similar access to these records, plans and data may be granted to duly authorized representatives of local governmental agencies acting under specific statutory authority or local agreement with respect to this facility. However, no records will be provided or made available for inspection without the express permission of the Director of Landfill Operations, or other WWI officials. The minimum retention period for the records mentioned in this section is three years. In the event of any enforcement action, the retention period for all wwr,Inc • 5/25/90 4-63 • records will automatically be extended indefinitely, pending resolution of that . action. From initial notification of an enforcement action and until its resolution, none of the records covered by the action will be discarded, altered, or destroyed. Should, a regulatory agency request extension of the retention period for any records, all reasonable and ,justifiable requests will be honored. Site Operations Records During the operating life of the landfill facility, WWI will maintain a written operating record. This record will be retained until final facility. The operating record will contain the following information closure of the . The date and quantity of solid wastes received daily; and . Other data of significant concern. Training Records WWI will maintain training records to show the training provided to the facility staff and management. These records will contain: • . The general ,job title for each position at the facility, and the name of the employees filling each position; . A description of the general ,job duties related to solid waste management for each position. ' This description is to include any requisite skill, education, or other qualifications and duties for each position; . A general description of the type and amount of both introductory and continuing training that will be given to persons filling each position; and . Records which document that the training or on-the-,job experience required personnel . Y completed by all appropriate facility Record of Site Visitors Records will be maintained of all site visitors. visitor's name, em to er These records will include the • P Y , date, time on-site, and purpose of all visits to the WW1./Thc 4-64 • site. For this purpose, visitors are defined as all persons who enter the site, for whatever purpose, other than the following: . Authorized WWI personnel; . Authorized waste haulers and their employees which are delivering solid wastes; . Contractors employed by WWI, whose presence at the site has been authorized; and . Public safety or emergency personnel (fire, police, etc.) when reacting to an emergency. All others are to register at the Weigh House, in a ledger provided for that purpose. Even those persons with legal authority to inspect the site are required to register prior to entering the site. WWI reserves the right to refuse access to any visitor, in accordance with its policies, and to require that any visitor who is permitted on the site be accompanied by a WWI representative. In addition, all persons visiting the site • must follow appropriate safety procedures. FIRE PROTECTION All shipments of waste will be inspected prior to disposal . The gate attendant will check for any evidence that the solid waste is burning. Any unacceptable loads will be held until the potential to cause a fire is alleviated. In the event of a fire at the landfill , the fire can be readily controlled by smothering it with stockpiled soil . In addition., a water truck (approximately 2,000 gallon) used to supply water for dust control will be fitted with a pump for fire fighting purposes. Each major piece of landfi111ng equipment will carry a portable, all-purpose fire extinguisher; ww!Inc. 4-65 0 5/25/90 Fire Control Procedure ® The following emergency procedures are established for response to fires: Fires in or on Vehicles or Equipment . Bring vehicle or equipment to a safe stop, away from fuel supplies, uncovered refuse, or other vehicles. Shut off the engine and engage brake or other method to prevent subsequent movement of the vehicle; . Immediately call the Fire Department or assign someone to do this, regardless of the apparent extent of the fire; . Alert other facility personnel; . Assess extent of fire and possibilities for the fire to spread in a dangerous manner; . If it appears that the fire can be safely fought with available fire fighting devices until arrival of the Fire Department, attempt to contain or extinguish the fire; and . Notify WWI Waste Disposal Services Group headquarters of the incident; Landfill Fires . Immediately call the Fire Department, regardless of the apparent extent of the fire; Alert other facility personnel ; . Attempt to contain or extinguish the fire until arrival of the Fire Department, if it appears this can be done safely; . Fire fighting methods include use of hand-held fire extinguishers for small fires, smothering with soil, and spraying with water from the water truck or pumped from the evaporation pond system; . Do not attempt to fight fire alone; . Do not attempt to fight fire without adequate personal protective equipment;• and . Notify the emergency coordinator or alternate. CONTINGENCY PLAN AND EMERGENCY PROCEDURES The following Contingency Plan and emergency procedures outline the actions to be taken by facility personnel in the event of an accident, fire, receipt of unauthorized waste, or an environmentally significant release of waste or waste NKlist • 5/25/510 4-66 constituents to air, soil , surface, or ground water. In the event of such an S emergency, the appropriate provisions of this plan will be implemented immediately. This plan describes the actions which will be taken by facility personnel in response to certain types of emergencies and designates qualified individuals as emergency coordinator and alternates. The emergency coordinator (Director of Landfill Operations) and his alternates are thoroughly familiar with all aspects of the Contingency Plan, the operational activities of the landfill facility, the characteristics of the landfill facility and the location of all facility records. The emergency coordinator and his alternates are authorized to commit the resources necessary to fully implement the Contingency Plan. All personnel are authorized to promptly undertake the initial emergency response measures indicated by an incident. No special arrangements have been made with the local emergency services agencies, because the anticipated types of incidents this facility may experience do not indicate a need for such arrangements. Incidents which might require the • assistance of outside emergency response agencies should be handled by conventional means. No evacuation plan is deemed necessary for the site. The personnel training program informs all appropriate facility personnel as to their specific responsibilities in the event of an emergency. Personnel are given training to know what actions are to be taken in response to incidents. The emergency coordinator will review this Contingency Plan should this plan fail to adequately address a given emergency. Amendments will be made to the plan whenever: . The plan is found to be deficient during an emergency; . The facility design, construction, operation, or maintenance changes so ' as to affect this plan; or . The emergency coordinator or alternates change. Nrgeh litc. • 5/25/!0 4-67 Copies of the contingency plan are maintained on-site. Copies of the contingency • plan have not been submitted to the local police departments, hospitals, and - state and local emergency hazardous material response teams, for the reasons previously stated. Responsibilities of the Emergency Coordinator In the event of an emergency which threatens human health or the environment, the emergency coordinator (Director of Landfill Operations) will immediately assess the severity and potential consequences of the incident. He will then take the following action(s), as may be appropriate: . Should the incident involve a spill or release which requires notification, he will notify the CDH, Weld County Health Department, and City of Dacono and report the following information: - His name and telephone number; - Name and address of the facility; - Time and type of release; - Name and quantity of material(s) involved, to the extent known; S - The extent of injuries if any, and - The possible hazards to human health, or the environment outside the facility. . He will take the appropriate measures necessary to prevent spreading or worsening of the situation; . He will make arrangements to collect, store, treat or dispose of all recovered waste and cleanup residue; and . He will investigate possible methods of preventing recurrence of the incident. Accidents The following emergency procedures are established for various types of accidents which may occur at the facility: RIM4 Ina. 4-68 • 5/25/90 • Vehicular Accidents . Determine if personal injury has occurred. If so, follow the steps outlined in Subsection 2, Personal injury, below; . Determine if the vehicle(s) can be safely moved under its own power. If so, move the vehicle(s) out of the way of normal traffic flow; . If the vehicle(s) cannot move under its own power, and is interrupting traffic flow, push the vehicle(s) out of the way using a site bulldozer; . Notify WWI, Waste Disposal Services Group headquarters of the details of the accident; and . Arrange to have any disabled vehicles towed from the site in accordance with specific instructions to do so by the Site Manager, or other WWI official. Personal Injury . Determine the apparent nature and extent of any injury; . Administer common emergency "first aid" techniques as necessary; III . Call for outside emergency assistance, such as an ambulance, if injuries appear to require professional medial attention or emergency transportation to medical facilities; . Report incident to WWI, Waste Disposal Services Group headquarters; and . Transport victim(s) to a place of professional medical care (hospital emergency room, doctor's office, clinic, etc.) by conventional means, if injuries require non-emergency medical attention. Receipt of Unauthorized Wastes Certain types of waste materials are not authorized to be disposed of at this facility. These types are hazardous wastes, and wastes which are either prohibited from the site by state and federal regulations, or management policy. The Weighmaster must intercept these wastes and prevent their entry to the facility. nigh= • S/25/ 0 4-69 Should prohibited wastes or suspected prohibited wastes arrive at the active . disposal area, the following procedures are employed: . Attempt to stop the removal of prohibited wastes from the hauling vehicle, accompany the haul vehicle to the gate house, and report the incident to the Landfill Manager or other WWI official . If the waste is found not to be prohibited waste, allow its disposal . If it is a prohibited waste, report all details of the incident to the Director of Landfill Operations; . If prohibited waste is deposited at the landfill , attempt to identify the hauler; . Take all necessary precautions to prevent landfilling the prohibited waste; and . Notify the Landfill Manager and the Director of Landfill Operations; Sudden Release From the Disposal Area A sudden release from the disposal area may include smoke, vapors, liquids, or unusual odors. The following action is taken: . Remove personnel from the area if personal safety appears threatened; . Discontinue operations in the immediate area until authorized to resume; and . Notify the Landfill Manager, who will then investigate the cause the correct it, or call upon the Director of Landfill Operations for assistance. Non-sudden Release From the Disposal Area Non-sudden releases may include persistent odors or leachate which escapes from the landfill . The following action is taken: . Notify the Director of Landfill Operations; and , . Undertake site remedial action to contain the release or mitigate its effects, including but not limited to capping the escape point with soil or impervious material, treatment, or off-site disposal . • WWI..Mc 4-70 • 5/25/90 Emergency Contacts • The following emergency services are available to the facility. Their telephone numbers and locations will be identified as part of the contingency plan. Longmont Rural Fire Protection District Dacono Police Department Tri-Area Ambulance Hospital will be appropriately identified • 1 {pR'I,Lie. 4-71 • 5/25/90 4.5 LANDFILL CLOSURE ® WWI intends to design and permit a plan that will close the site in an environmentally sound manner which will minimize the need for subsequent maintenance or post-closure care. In particular, the closure of this site will be accomplished in a way which will minimize the threat to human health or the environment from the consequences of post-closure escape of waste or waste by- product materials and will prevent the creation of nuisance conditions. These goals will be achieved by placing sufficient cover soil over the entire landfill site, by re-establishing vegetation on the cover soil , and by providing for adequate drainage of rainwater from the reshaped and revegetated landfill site. CLOSURE PLAN The Closure Plan allows for the successive closure of areas of the site as they become filled to capacity. Closure of individual areas will be in harmony with ultimate site closure and will permit on-going landfilling operations to continue until the time of ultimate closure. ® In general , closure of the site will consist of the following steps: . A surveyed grid system will be established on 200-ft centers to determine when the maximum design landfill height is reached. Or, alternatively, the site will be surveyed by aerial photogrammetry; . After reaching the maximum design landfill height, the top of the landfill will be regraded and reshaped, as needed, to provide approximately a 4 percent slope for efficient run-off of precipitation. . The top of the landfill will be constructed according to the final cover detail shown in Figures 1 and 2. The final cover will be applied as soon as possible after completion of landfilling in that area; . During the first growing season following application of final cover, the site will be vegetated to minimize erosion; and iPWf,Inc• 4-72 5/25/50 . During the closure and post-closure period, additional regrading, reshaping • and revegetation will be performed as needed, to minimize erosion and manage storm water run-off from the closed. areas of the landfill . REVEGETATI0N The revegetation program will employ grasses that are historically sustainable in the semi-arid environment. Such vegetative cover will be assisted by the appropriate application of fertilizers and water from precipitation and the landfills water truck. The revegetation program is to encourage both the rapid establishment of an initial vegetation cover and the development of a long-term, hardy perennial vegetative cover that will serve to prevent soil erosion by either wind or water. In development of the revegetation plans, consideration will be given both to the requirements for the flatter sloped top areas of the landfill , and for the more steeply sloped sides of the site and drainage ditches. It may be determined that different methods of revegetation are necessary for these two different site e� conditions. Revegetation of the side slopes of the landfill and the drainage ditches will be accomplished by hydro-mulching. No special surface preparation is required for the hydro-mulch application other than normal fine grading of the areas. The slurry will then be applied to the side slopes and the drainage ditches using a high pressure pump which will permit spray application of the mixture to the ground surface. The spray application results in a blotter-like mat consisting of the seed, fertilizer, and mulch, which forms over the surface of the soil . This resulting mat is reasonably resistant to erosion during the time it takes for the vegetation to be established. The site revegetation program will be monitored from time-to-time during the site closure and post-closure periods. Follow-up action will be taken, as necessary, to encourage the establishment of the vegetative cover. If natural moisture is deficient during the time that the grasses are becoming established, WWI,Inc. • 5/2:00 4-73 additional applications of water will be made using a water truck. If the • grasses appear to need a supplemental treatment of fertilizer in order to become vigorously established, one or more additional applications of fertilizer will be made. If the vegetative cover does not become established in some areas of the site, those areas will be reseeded and refertilized. DRAINAGE PLAN The site drainage plan is intended to efficiently remove surface water run-off from the closed portions of the landfill site. On-site drainage of rainfall occurs primarily as controlled flow across the surface of the site. This general pattern for run-off presents the least opportunity for erosion of the final cover soil , once revegetation has been established. Vegetation will be used to prevent erosion in the on-site drainage ditches. It is recognized that until ample vegetation has been established on the site and in the ditches, soil erosion can occur at both locations, and sediment deposits can collect in the ditches. If this occurs either during closure or post- closure, necessary corrective action, such as regrading, ditch cleaning, or revegetation, will be performed. • Should it become apparent that routine maintenance is not enough, the drainage system will be given additional protection, by the installation of suitable materials for protecting the soil and preventing erosion. Various natural or man-made erosion prevention materials and techniques will be used. OBSERVATION Of CLOSURE A professional engineer will periodically make on-site observations of the placement of final cover soil by WWI. These observations will include checking the final elevation of the buried refuse and thickness of the final cover soils. These observations will be performed during the closures of individual portions of the landfill and will assist WWI in preparation of a final cover of proper thickness and elevation. These observations will also be performed during the final closure of the site. WWI,Inc. ® SAVDO 4-74 At the conclusion of the placement of final cover material for either partial . closure or closure of the entire site, a professional engineer will present his findings to WWI• ie the form of a plan or a report which indicates that the goals of providing final cover and achieving the planned site contours and grades have been achieved. This final survey of site cover and grading conditions will be performed under the direct supervision of a registered professional engineer and will result in a landfill completion plan which reflects the conditions of the final site cover and any associated drainage systems built SITE MARKERS Permanent markers will be placed around the landfill site to designate the area within which the landfill operation occurred. These permanent markers will be installed at a point during the closure activities when their placement will not interfere with subsequent final grading, revegetation, or site drainage system construction. These site markers will be placed in concrete to preserve their integrity. It is intended that these site markers will be highly vi to permit their easy location and to prevent their accidental disturbance,bye any future site maintenance operations. After these site boundary markers have been e placed, their locations will be identified with respect to one or e of the site's property boundary markers. The location of all site markersr and the reference property boundary markers will be displayed on a site plan. t . • ASR4 Ina sS4MAD 4-75 • 4.6 POST-CLOSURE MAINTENANCE PLAN WWI will provide for post-closure care of the site so that once the site is . finally closed it will not pose a threat to human health or the environment. This responsibility will last for thirty years after the site's closure. Post- closure care will include a regularly scheduled program to maintain dikes, landfill cap, vegetation, erosion control and site aesthetics. Site security will also be checked and maintained. If any of these, or similar, problems persist longer than the thirty year post- closure maintenance period, WWI will continue its regular inspection program, and provide appropriate site maintenance until the problem, or problems, have been fully resolved. The site inspection will be aided by a post-closure checklist to be filled in by the landfill operator. WWI will maintain a record of each inspection made of the closed site during the post-closure maintenance period. These records will indicate the person who performed the inspection and the date the inspection was made. The records will also indicate whether any deficiencies or problems were observed during the inspection of the site and will further Indicate the corrective action taken. These records will be archived by WWI for a period of three years after final site closure. These records will be made available for review by representatives of the Colorado Department of Health, or other local authorities. During the post-closure period, the following individual , or his successor, will be the official contact responsible for post-closure care, and will have a copy of the Post-Closure Maintenance Plan: Western Waste Industries Waste Disposal Services Group 100 Interstate 45, Suite 210 Conroe, Texas 77301 ATTN: Mr. Imre J. Szekelyhidi, Jr. Director of Landfill Operations Phone No. 409/760-3685 FAX No. 409/760-3690 ® WWI.Inc. S/25/50 4-76 • 4.7 GROUND WATER, SURFACE WATER AND METHANE MONITORING O The facility will be monitored on a regular basis for ground water quality, surface water quality and methane. Each of these monitoring programs are intended to document that the landfill is protective of human health and the environment. GROUND WATER MONITORING Eight monitoring wells will be installed at the locations shown on Figure 4-17. The wells will be screened in the first aquifer beneath the landfill . Characterization studies (see Section 4.2) indicate that the first aquifer beneath the landfill is siltstone and sandstone of the Lower Laramie. All monitoring wells will be constructed and installed in accordance with the Revised Rules and Regulations of the Board of Examiners of Water Well Construction and Pumo Installation Contractors, dated July 7, 1987. Well siting and sampling will be as outlined in Colorado Department of Health GrounQyater Monitoring Guidance dated January 1988. Figure 4-18 summarizes typical well construction for this project. • Ground water monitoring wells will be constructed with four inch schedule 40 PVC pipe. The pipe will be flush threaded with "O" ring seals. Screens will be 0.020 inch machine slotted casing. The thickness of the annulus of the well bore will be a minimum of two inches. The annulus will be completed with a graded sand filter pack extending one to two feet above the screen interval . The annulus above the sand filter will be sealed with a bentonite grout from the top of the sand to 20 feet below the ground surface. The remaining 20 feet will be filled with a cement bentonite grout. The wells will be completed with locking steel protective well covers. The elevation of the top of the PVC casing and the ground surface will be surveyed for elevation. The horizontal position of the wells will be surveyed relative to a site grid. Ground water monitoring wells will be installed by air or mud rotary, whichever is most practical . Care will be taken to minimize damage to the formation during drilling. If mud rotary is used only potable water and bentonite will be used for drilling fluid. If air rotary is used the compressor will be equipped with • 5/25/90 4-77 a filter to remove organics film the air. Only clean drilling tools will be O used. Teflon pipe dope or other "inert" material will be used during drilling. All drilling tools will be cleaned between bore holes. Bore holes will be sampled at approximately 5 foot intervals from ground surface to 15 feet below the base of the landfill . After 15 feet below the base of the landfill the hole will be sampled at approximately 10 foot intervals. Samples will be collected by a splitspoon sampler, Shelby tube, California sampler, or other suitable coring device. Samples will be logged in the field by an engineer or geologist. After drilling the bore hole will be geophysically logged. The log suite will include: spontaneous potential , single point resistance, natural gamma ray and gamma-gamma. Logging tools will be cleaned between bore holes. Well development will be by surge block, overpumping or bailing, whichever is most practical . A minimum of 10 casing volumes will be removed during development. Field measurements of pH, electrical conductance and temperature will be made periodically during development. Observations of the color and clarity of the water and field measurements will be recorded in a notebook. • Ground water sampling procedures will be in accordance with industry standards and EPA guidance (USEPA 1986). Ground water samples will be collected on a quarterly basis beginning one year prior to operation of the landfill . Sampling will continue at quarterly intervals throughout operation and for five years after closure after which time the frequency will be twice a year. Samples will be collected from at least one up gradient and three downgradient wells. The landfill is to be constructed in phases. Consequently, as the landfill progress the number of wells will increase to assure adequate monitoring. Ground water samples will be analyzed for the parameters listed on Table 4.5. Analyses will be performed by laboratoryies approved by the State of Colorado. Field blanks, trip blanks and duplicates will be prepared for each sampling event. wwunc. • saw, 4-78 Ground water sampling will be on a quarterly basis beginning one year before • operation is to begin. General water quality parameters analyses will be performed quarterly. Analyses for trace metals and volitite•organic constitients (VOC) will be on an annual basis (Table 4.5). Following the collection and analyses of the first year of samples, the data will be reviewed to establish background water quality. An appropriate statistical method will be implemented for the comparison of upgradient and down gradient water quality to test for possible impacts to the ground water. If the statistical analyses indicate significant changes in water quality, additional studies will be implemented to evaluate the origin of the change in water quality. Additional studies may include resampling, assessment of field and laboratory procedures, installation of additional monitoring wells and collection of additional ground-water samples, and analyses of data to evaluate possible sources. If the additional studies indicate that the landfill is the source of the change in water quality, corrective actions will be implemented. SURFACE WATER MONITORING The closest surface water features are Little Dry Creek, which is about 2600 • feet north of the facility, and the Bull Ditch which crosses the southern area of the facility. Both of these features will be isolated from the facility by natural and man made features. The Bull Ditch is above any shallow ground water and it is bermed to prevent surface runoff from entering the ditch. Consequently it will not receive water from the landfill or other components of the facility. Little Dry Creek is also hydraulically isolated from the facility. There is no direct ground water connection and only surface water that does not contact refuse will be discharged from the facility. However, to document baseline conditions, Little Dry Creek will be sampled upstream and downstream of the facility. The locations are shown on Figure 4-3. Sampling frequency will be quarterly for one year prior to operation of the landfill and quarterly thereafter. Analyses for general water parameters will be quarterly for one year. Trace metals and VOC's analyses will be annually. • 5/25/m 4-79 A current meter or other suitable device will be used to measure the flow in • the creek at each location immediately after sample collection. The sample will be collected by submerging a five gallon bucket in the center of the channel and then dispensing water into the various sample containers. METHANE MONITORING Methane is a naturally occurring gas in the vicinity of the facility. Two gas wells are located on the facility and oil production is present in the area. Methane is also a byproduct of the decomposition of refuse. Consequently methane is likely to be present at the facility before, during and after operation. Methane monitoring wells will be installed at the locations indicated on Figure 4-17. Methane well construction will be similar to ground water well construction. The exception being that the methane wells will only be as deep as the base of the landfill . Screened intervals will be from the bottom of the landfill to within 10 feet of the ground surface. The annular will be sandpacked and sealed with two feet of bentonite overlain by six to seven feet of cement bentonite grout. The wells will be installed by the hollow stem auger method. The wells will be completed with air tight caps on the PVC riser and locking steel protective well covers. The cap will be equipped with an air tight fitting which has a hose extending to one half the depth of the well . The fitting and hose assembly will be used to extract a sample of the gas in the well . An explosive gas meter will be connected to the fitting to measure the methane concentration in the well . The readings will be recorded at 30 second intervals for one minute increasing to every minute for a total of 3 minutes, or until the readings stabilize, whichever is less. Methane monitoring will be performed quarterly in conjunction with ground water monitoring. • • A/2A/50 4-80 REFEBENCES • Amnedo and Ivey, 1975, Coal Mine Subsidence and Land Use in the Boulder-Weld Coklfield. Boulder and Weld_counties. Colorado, Environmental Geology 9, Colorado Geological Survey. Bouwer, Herman, 1978, Groundwater Hvdroloov, McGraw-Hill Book Co. United States of America, p. 59, 480 pp. Bouwer, Herman 1989, "The Bouwer and Rice Slug Test - An Update". Ground water Vol . 27, No. 3, May-June 1989, pp. 304-309. CRAP, 1981, "Colorado Average Annual Precipitation 1951-1980", precipitation map published by Colorado Climate Center, Dept. of Atmospheric Science, Colorado State University, Fort Collins, Colorado. Colton, R.B. 1978 "Geologic Map of the Boulder-Fort Collins-Greeley Area", USGS Miscellaneous Investigations Series, Map I-855-6. Costa, J.E. , and Bilodeau, S.W., 1982, "Geology of Denver, Colorado, U.S.A.", Bulletin of the Association of Engineering Geologists, Volume XIX, Number 3. Doeskin, Nolan, 1990, Assistant State of Colorado Climatologist, Personal Communication. FEMA, 1982, "Flood Insurance Rate Map, Weld County, Colorado" Community Panel • • 080266 0980 C. Industrial Compliance, 1989 "Design and Operation Plan, North Weld County Sanitary Landfill", Golden, Colorado, October 20, 1989, unpublished report prepared for Waste Services Corporation. Kirham, R.M., and Rogers, W.P., 1981, Farthauake Potential in Colorado, Bulletin 43, Colorado Geological Survey. NOAA, 1982, "Evaporation Atlas for the Contiguous 48 United States", NOAA Technical Report NWS33. NOAA, 1988, "Climatologic Data, Annual Summary, Colorado", 1988, Volume 93, Number 13. Robson, S.G. , Waeinski, A., Zawistowski, S. , and Romero, J.G. , 1981, "Geologic Structure, Hydrology, and Water Quality of the Laramie Fox Hills Aquifer in the Denver Basin, Colorado." Map HA650, Scale 1:500,000, 3 sheets. Robson, S.G. 1984 "Bedrock Aquifers in the Denver Basin, Colorado. A Quantitative Water-Resource Appraisal", Open-file report 84-431. Schneider, P.A. , 1980 "Water-Supply Assessment of the Laramie-Fox Hills Aquifer in Parts of Adams, Boulder, Jefferson and Weld Counties, Colorado", U.S.G.S. Water Resources Investigations Open-File Report 80- 327. REFERENCES (CONT.) tSCS, 1980, "Soil Survey of Weld County, Colorado, Southern Part", USDA in Cooperation with Colorado Agricultural Experiment Station. Spencer, F.D. , 1986, "Coal Geology and Coat , Oil and Gas Resources of the Erie and Frederick Quadrangles, Boulder and Weld Counties, Colorado", Bulletin 1619. Underhill , John, 1990, present owner of property, personal communication. Van Slyke, G. , Romero, J., Moravec, G., and Waeinski , A. 1988, "Geologic Structure, Sandstone/Siltstone Isolith, and Location of Non-Tributary Ground water for the Denver Basin, Colorado", Division of Water Resources, Denver Basin Atlas No. 4, DBA-4 scale 1:200,000, 4 sheets. • • A\REF.WW\5.7 . • TABLE 4.1 SUMMARY OF FIELD MEASUREMENTS AND TOTAL DISSOLVED SOLIDS OF WATER SAMPLES AT WESTERN WASTE INDUSTRIES FACILITY WELD COUNTY, COLORADO WELL I.D. DATE TEMP SPEC. COND. SPEC. COND. pH ®TEMP 025 DEG. C IDS* (DEG. C) (umhos/CM) (umhos/CM) (pH UNITS) (ppm) PZ-I 24-Apr-90 11.3 7200 9800 7.17 11,400 PZ-2 24-Apr-90 11.9 3480 4690 7.38 4,500 PZ-4 24-Apr-90 9.7 2200 3100 7.42 3,500 PZ-5 24-Apr-90 10.5 2700 3800 7.67 4,100 UNDERHILL 24-Apr-90 12.2 1150 1500 8.71 1,100 TH-1 07-Sep-89 15 9100 11400 TH-2 07-Sep-89 13 2700 3500 TH-4 07-Sep-89 17 6900 8200 TH-5 07-Sep-89 18 . 4900 5700 7H-8 07-Sep-89 17 12500 14900 TH-9 07-Sep-89 18 5100 5900 TH-10 07-Sep-89 16 12200 14900 TH-13 07-Sep-89 17 2100 2500 BLANKS INDICATE NO READINGS *Total Dissolved Solids in Part Per Million AII=P • TABLE 4.2 RESULTS OF SLUG TEST PERFOBIB:F 4/24/90 • 1ESTERB WASTE INDUSTRIES {ElO O01MITT. COLORADO PIEZOIETER FORMATION LITNOLOGY rw K :tt/dNY) (cm/moo) PZ-1 LARAMIE (LONER) INTERBEDDED 1.3 t0 2.3 4.6 x 10' to 8.2 x 10" SANDSTONE AND CLAYSTONE P2-2 FONNILLS SANDSTONE 0.59 to 1.49 2.1 x 10a to 5.2 x 10" PZ-4 LARAMIE (UPPER) SANDSTONE 3.78 1.3 x 10" PZ•5 LARAMIE (UPPER) SANDSTONE 1.03 3.6 x 10' NOTE: METHOD WAS BOWER AND RICE.1989. RANGES REPRESENT DIFFERENCE BETNEEN EARLY AND LATE TINC. DATA. 0 • J W eIC 1. 2 N N N N N N N N N N N N N N N O 2 I J I J I J I J I J I J I J ..I I J I J I J I J I J I J 1 J I J Q W J W W J W J 4/J W J WJ WJ C W J ..wig W J 1st-I WI .W..-I-. W J Wy _ _ rr .rr gaI _ 5z ac 3s 3= 3z 5s II II } �c x i s 5x 3z 33x s - 000 0 2 �O Q <0 4 0 <0 <0 4 0 �O J �O 0 �Ie.0 �u0. J 0 J w a p J W LL J4- J JN- -I 1.... ..1 la. JLL JWe J6.. Q �JLL O w J N ... O O O �--� O O _ }... Le) t 0 0 O ff.... O O O M CIII _ CCCC H INN M1 h.. N 1• b M1 b 10 0 b n n rt. ti b Q W LL 1 1 1 1 I 1 1 1 I COI I I N I I I LL H..e. O O W• M O M sr O V. O O Cl r• 0 0 CO CC 2 O b IN. r-. O v... 1... CO 10 b b V1 et N 0 W... b0 10 N try et V/ eF O. J O +I O O N-. O 0 0 ID 0 ^ ^I O O 2 J••. N b O of rn w Cr O 0 0 H W H h O e. P., A 1� b M1 b b 10 A h M1 N b 0. U. O LW .. s 0 4- 0 } J an M N O V! ti N O a x c r. Ot r-,.. 0% et Ot O . � T N et C 10 et 1 t0 C W O O O I • O O O 00 2 OLL`� 0 O O CO Y L Y N 4-I44 N +.+. L Y id •-• •-I 4.1N L Y. •..44p.4.. L 44 M 3.. W 4-tH tH tti W Le-W W tl.W W W tH W 4- W W 4..tH W W W 4.. t1..t.. tf tr N. 1--' J .+ CI 10O 40 NO 0 V 00 top O '"e p •..I Vol Z O b 01 O .-. .••. CO n O0 Ot 0 CO O. CO O. CO N N.-. Ot O O CI 0 O J x.-• X14. er 1+ r.. .?n et VD 10M1 b et LO et LO Mb eta CV t. V'1.-.. 1� ••e 10 . r v 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 O.-. U. 00 OIn O 0if) on O10 O O� 00 0 sit � 00 ON og o o • W VI O `� °' CO CO or IA 0 eV Uo y•I-I . O I-• d C CO CO N CO 00 CO CO N CO N CO!v CO N CO N CO Oa O N CO N N OO N J U O N 10 r it) t0 N M1•-• 10.... N0 10•-• V1 r to, N.-1 0...1 N.4 r 0 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J b et b 0 b CO b 1�Cr b et CO tO et CO eT 1O at b et b V b sr et b lot w CC u J J t� t� CIJ. cC U ..00 ,V .-..0. r c.% Ca V ^.p "'. .'w rot ppp `w U p .r r Z M W W 1- 1-F- H I-I- I•••H V- OC Ix 1--• I-H I-- I-- 1- S H r 1--' I 1- .--, 1 1- N sr KC_ VI N V/ N N N N ✓I w `•�-JaJJ 0 N N 0 N N y'1 N N_La la)N N N_ cn 4.4 W a W .. = W W O H O O 0 O O O O O O O 0 CI CI 0 0 O O Q O et N X W O N ^ O .O-I O N O .Q7 1\ ..1 N O 1. to �.... LL .bi ..N.1 .--. .N•I N M N .It V N If'I b 1A b I- )4.6...... V3 r DI I.4•, I O M d' Z 0 r4 t. f. M1 r O ..r O O ... , .. -. , b O W •..• r .e •-1 N N N N N N N N N .-• N N .-I W I-% N J N m 4 of N N N N Z 2 X Z 1x/1 w W Z z N N X N C 0\ 2 W W W `.F W ]]CC W W x x x W I O.-. N N N N 2 2 2 N N 2 N N V) N X N N N W J J e< r `4. •-• O • W Q 0 ...I CO M N M1 1\ )••••,�, N M1 A M1 CO h e tO ✓1 W CO ^ Cn r 40 r..0.• O. Ot ON ^ a w Ot Cr J. J Ot r .... .... r .-+ .... .... .e W... • Z y CC C 0 . f J H C O f\ Q M O LL LL I0 N Iti n CI el eV CV CO M CO M t0 M J r W Ot T 1 Cu F. I 1 O. CO .f. M1 CO f} N V/ 01 W rj m A N A b .�-1 M d M .�.. CO CO O 1� .-+ M Ot O x �y= v , ILn O M .-. T t0 10 10 GO 00 Ow of CO � 2 0.Z ...I ..-I Ot ..-1 ..• 0 M •'.• 'H r 4- .4 -. O .44 Z SI W qOC J C J_ a a 12 W Z V' 0 to to g r O Li. "�' W x Q H W CC CC r 0 t7 W CC 4-1 w CC Y E C OC QJ Qt'7 w W W 0 N O 2 yO � IJ i Wz Q a a O Q Q O J N N Q Q LL LLI K 6 us J 2 S J 2 b 2 V 4 C C Q J J W O 0. g1'-' Q CO O N.. O N X } 0 0 N V J J CO IJ. N Y 0 2 .. N M tr V/ b n CO ON O �, ^ M •p ^ J Z r r ...• .r mo I b m I • • • • Table 4.3-1 Volumes and Quantities GENERAL Limits of Fill Area 100 Acres Maximum Fill Height Elev. 5150 Cut Depth to Base Approx. 40 ft PRELIMINARY VOLUME ESTIMATES Air Space (base grade to final grade) 9,337,000 cu yd Final Cover (3 ft thick and low permeability) 499,000 cu yd Granular Blanket (1 ft thick) 167,000 cu yd Base Liner (3 ft thick and low permeability) 500,000 cu yd Design Space Air Space - (granular blanket + final cover) 9,337,400 - (167,000 + 499,000) 8,671,000 cu yd ® Refuse to Daily Cover Ratio - 6:1 6/7 of 8,671,100 cu yd 6:Refuse - 7,433,000 cu yd 1/7 of 8,671,100 cu yd - Daily Cover - 1,239,000 cu yd Daily Cover - 1,177,000 cu yd Intermediate - 62,000 cu yd Cut to Sub-base Grade 5,195,000 cu yd Excess Material to be Disposed 3,158,000 cu yd TABLE 4.4 ® CHEMICAL ANALYSES OF GROUND-WATER SAMPLES WESTERN WASTE INTEGRATED SOLID WASTE MANAGEMENT FACILITY SAMPLES COLLECTED ON APRIL 24. 1990 - w - w FIELD PARAMETERS LABORATORY I SAMPLE ID pH Ee 025°C T Ca K Mg Na NO34102 SO4 C1 HCO3- CO3-- pH Ec 925°C TDS umhos deg mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 mg/1 umhos mg/1 /cm C (N) /cm w w PZ-I 7.17 9849 11.3 478 7 750 1600 150 6090 446 770 <1 7.2 10500 11400 PZ-2 7.38 4688 11.9 410 13 310 510 60 2040 600 227 <1 7.4 5060 4500 PZ-4 7.42 3139 9.7 306 5.3 189 567 2.1 1790 55 590 <1 7.5 3520 3500 P2-5 7.67 3772 10.5 439 13 175 433 0.8 2390 68 310 <1 7.6 3950 4100 w UNDERHILL 8.71 1537 12.2 2.38 1.42 0.94 402 <0.1 16 134 790 34 8.2 1740 1100 • TABLE 4.5 • ANALYTICAL PARAMETERS FOR GROUNDWATER AND SURFACE WATER SAMPLES, WESTERN WASTE LANDFILL, WELD COUNTY, COLORADO GENERAL WATER QUALITY - (Groundwater and Surface Water: Quarterly) Ammonia (as N) Bicarbonate (HCO3) Calcium Chloride Iron (D) Magnesium Manganese (D) Nitrate (as N) Nitrite (as N) Oil and Grease Potassium Sodium Specific Conductance (Field and Lab) pH (Field and Lab) Sulfate (S0.) Chemical Oxygen Demand (COD) Total Dissolved Solids (TDS) Total Kfeldhal Nitrogen (TKN) Total Organic Carbon (TOC) • • Total Organic Halogens (TOX) Zinc (D) TRACE METALS — (Groundwater and Surface Water: Annually) Arsenic (D) Barium (D) Cadmium (D) Chromin (D) Copper (D) Cyanide (D) Lead (0) Mercury (D) Selenium (D) Silver (0) VOLATILE ORGANIC CONSTITUENTS - (Groundwater and Surface Water: Annually) Acetone Acrohein Acrylonitrile Benzene Bromochloromethane Bromodichloromethane (0) Indicates analyses for dissolved metal , all other metal analyses are 4111 totals. TABLE 4.5 (CONT.) • cis-1.3-Dichloropropene Trans-l.3-Dichloropropene 1.4-Oifluorobenzene Ethanol Ethylbenzene Ethylmethacrytate 4-Bromofluorobenzene Bromoform Brommomethane 2-Butanone (Methyl ethyl keytone) Carbon disulfide k$ Carbon tetrachloride Chlorobenzene Chlorodibromemethane Chloroethane 2-Chloroethyl vinyl ether Chloroform Chloromethane Dibromomethane 1.4-Dichloro-2-butane Dichlorodifluoromethane 1.1-Dichloroethane 1.2-Dichloroethane 2-Hexanone • lodomethane Methylene chloride 4-Methyl-2-pantanona 1.1-Dichloroethane trans-l.2-Dichloroethane Styrene 1.1.2.2-Tetrachloroethane Toluene 1.1.1-Trichloroethane 1.1.2-Trichloroethane Trichloroethene Trichlorofluoromethane 1.2.3-Trichloropropane Vinyl acetate Vinyl chloride Xylene • FIRESTONE eS • FREDERICK T2 / DACONO\ TT I f i COLO. HWY.52 FORT I-25 g �0�� INTEGRATED CLIFTON v ��C(� WASTE MANAGEMENT FACILITY - Y. LOCATION ce x �E COUNTY ROAD 8 • � SECTION 17, v � ti la., i (`` Q C ...1 ��... V a. BIG '' r' § , ci WELD OUNTY • • ADAMS COUNTY BRIGHTON COLA HWY. 7 � � I-25 f- N R68WIR67W FORT N. COLLINS - dillis I-25 GREELEY r LOVELANDO-- 0 i 2 WELD COY SCALE IN MILES 85 LONGMONT DACONO • ' :52 II-76 BOULDER 119 FORT I ( 0 �p F� `UPTON -. _I ,f N. ` BRIGHTON * APPROX. I36 \ _ - MILES ,r CAL w INTEGRATED WASTE MANAGEMENT FACILITY GOLDEN j 0 5 • / WASTE INDUSTRIES VICINITY MAP / } I-70 L I-221 y--R- -�� E 1/9 L DATE 5/20 FIG. OENVER METRO AREA - I-2S I PREPARED. R.S. CHECKED,7 7/l 4-1 ' ja " I ItU � ' 2/ ?-2 / jr Wilirml .././7177 ...--- / / • � . flea W / W �' W / / / {. 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CHECKED died, 4-18 , • PIPER TRILINEAR DIAGRAM 100 100 � � v� �o 0471 2• #� co0 4• /50 •I •3 0 0 i 0 100" —100 • �4 fie/ ` •I • y 3 2 \\P-3. o� jp • 50 X50 rc 50 • •1 \ 5 O4 X •4 •3 \ 5 100 5 100 50 0 0 50 100 Ca CI CATIONS PERCENTAGE REACTING VALUES ANIONS LEGEND PIPER DIAGRAM NO. SAMPLE I.D. INTEGRATED WASTE MANAGEMENT. FACILITY ® wssrERN I. P.Z.-1 INDUSTRIES PIPER DIAGRAM 2. PZ-2 , 3. PZ.-4 ,'�� 4. PZ.-5 •■�•C DATE 5/2 I/90 i FIG. 5. UNDERHILL PREPARED, T,H. GHHDKED44 4-19 /I'rvyipt �,�y,4rM'*�iy�„M.,... 4'N r Y,,,•Ti.4i`r t' ,'JV 't'A�"'`'..1' ��y y�h .y, 4.p�W.t 'Pir + nk�.r' iF ',-:t;;?;,' d !'de�rc mY �.�,_+Yt.wry 49": � :.r • C ,, APPENDIX 11111 . Y. l t i-•Vy, �� ,/. , .nw. �...n..a. .r.w..a.., w..wr ..r-...r.•ar. w�.r...�c .-�.. ...........ems...«......r. �......,�. .. Western Waste Ltdustrres • APPENDIX A FIELD INVESTIGATIONS, CALCULATIONS, AND LABORATORY DATA ROCKY MOUNTAIN CONSULTANTS, INC., LONGMONT, COLORADO GOODSON AND ASSOCIATES, INC., DENVER, COLORADO PHOENIX ANALYTICAL, BROOMFIELD, COLORADO s NOTE: This appendix contains descriptions of exploratory drilling, plezometer construction, piezometer development, slug tests, travel time calculations, ground water sampling, ground water quality analytical testing, exploratory trenching, and geotechnical laboratory testing programs. • ® APPENDIX A TABLE OF CONTENTS Paee Field Investigations A-1 Exploratory Drilling A-1 General A-1 Test Holes A-1 Piezometers A-1 Piezometer Construction A-2 Piezometer Development A-3 Slug Tests A-3 Ground Water Sampling A-4 Piezometers A-4 Underhill Well A-4 Ground Water Quality Analytical Testing A-4 • Exploratory Trenching A-5 Geotechnical Laboratory Testing A-6 Slug Test Analyses and Hydraulic Conductivity Calculations A-24 Summary of Travel Time Calculations A-27 Water Quality Analytical Data A-35 Geotechnical Laboratory Test Data LIST OF TABLES Table A.1 - Summary of Piezometer Completion Details A-7 Table A.2 - Summary of Geotechnical Laboratory Test Results A-8 LIST OF FIGURES Figure A-1 Well Construction Summary PZ-1 A-59 Figure A-2 Well Construction Summary PZ-2 A-60 Figure A-3 Well Construction Summary PZ-3 A-61 Figure A-4 Well Construction Summary PZ-4 A-62 Figure A-5 Well Construction Summary PZ-5 A-63 Figure A-6 Well Construction Summary PZ-6 A-64 Figure A-7 Well Construction Summary PZ-7 A-65 Figure A-8 Summary Trench Logs (T-I through T-3) A-66 Figure A-9 Summary Trench Logs (T-4 through T-9) A-67 Figure A-10 Summary Test Pit Logs (7-8 through 7-12) A-68 • • FIELD INVESTIGATIONS ROCKY MOUNTAIN CONSULTANTS, INC. LONGMONT, COLORADO • Note: The following pages contain descriptions of field investigations performed in August and September, 1989 and April and May, 1990. • APPENDIX A ® gXPLORATORY DRILLING General General subsoil and upper bedrock conditions were investigated by drilling 18 test holes and seven piezometers at the locations shown on Figure 4-6. Graphic logs of the borings along with lithologic descriptions and notes regarding the drilling are presented on Figures 4-4 and 4-5. Piezometer completion details are present in Table A.1 and Figures A-1 through A-7. Selected samples were analyzed for geotechnical properties. Results of the geotechnical analyses are presented in Table A.2 which presents test results by geologic unit. Test Holes Test holes were drilled in late August and early September 1989 by truck ® mounted CME 55 drill rigs with the exception of TH-1, TH-2, TH-3, TH-4 and TH- 7, which were drilled with a track mounted CME 850 rig. Four-inch continuous flight augers were used in all holes except TH-10. Eight-inch hollow stem augers were utilized to drill TH-10. Samples were collected and visually logged in all test holes. Either a California Liner Sampler, a standard split spoon sampler, or a shelby tube were used to collect samples in intervals ranging from 5 to 15 feet. Bulk samples were also collected. Test holes TH-1 through TH-14 were reamed and plugged with bentonite in early May 1990. Bentonite grout was mixed at a ratio of approximately 1.25 pounds per gallon and placed in the hole from the bottom up by means of a tremie pipe. • A-1 Piezometers ® All piezometers were drilled with a truck mounted CME 75 drill rig in May 1990 using 8-inch hollow stem augers. Samples were collected with a California Liner Sampler in 5 foot intervals. The samples were visually logged in the field. Piezometer Construction Piezometers were installed in the open bore holes after drilling. Construction details are provided later in this appendix (Figures A-1 to A-7) . For all wells, a 5-foot section of 0.020-inch, factory slotted, 2-inch T.D. Schedule 40 well screen was attached to the appropriate length of 2-inch I.D., Schedule 40 PVC solid casing. All well casing was flush threaded with "0" ring seals, and a threaded end cap was screwed onto the bottom of the well screen. The well casing was placed through the hollow-stem augers into the • open bore hole. Grade 10-20 sand was placed through the augers to levels of 2 to 4-1/2 feet above the well screen. For shallow wells PZ-1, PZ-2, PZ-3, PZ- 4, and PZ-5, bentonite pellets were placed on top of the sand. Powdered bentonite was then placed in the hole and brought to the near surface. For the deeper piezometer, PZ-6, a clay-polymer grout was placed on top of the sand and brought to the near surface from the bottom up using tremie pipe. In deep piezometer PZ-7, a pure bentonite grout was placed on top of the sand by tremie pipe and brought to the near surface. At the surface, protective, lockable steel casings were placed over the well casing and grouted into the ground with Portland Cement. Keyed alike padlocks were then used to lock the piezometers. Construction details are summarized on Table A.1 and Figures A-1 through A-7. • A-2 Piezometer Development ® Shallow piezometers (except for PZ-3) were developed within a few days of their completion by bailing approximately 10 well casing volumes of water from each shallow piezometer. Shallow piezometer PZ-3 and deep piezometers PZ-6 and PZ-7 were bailed dry after removing approximately 2 casing volumes of water. Notes were kept regarding turbidity during development and field pH and EC were measured after each casing volume was bailed. Slug Tests Slug tests were conducted at piezometers PZ-1, PZ-2, PZ-4, and PZ-5. Slug tests were performed by instantaneously decreasing the water level in the well by a known increment. As the water level in the well returned to equilibrium, the variations in the water level were monitored as a function of time. These data were then analyzed using the method of 8ouwer and Rice • (1989). Water levels in the wells were instantaneously decreased by retracting (slug-out test) a slug of known volume as quickly as possible. The slug was constructed of sealed, weighted PVC casing. The water level variations were measured with a Campbell Scientific CR-10 data logger and a Geocon transducer. Water level readings were varied from one second intervals during the early portions of the test to longer intervals as the test progressed. Water levels were also measured manually at various intervals during a test to serve as an additional calibration and accuracy check. At the end of a test, the data was transferred from the CR-10 to a cassette tape, and later transferred to a personal computer for analysis. A-3 Data from these tests are listed in Table 4.2.2. Slug test analyses and • hydraulic conductivity calculation sheets are provided starting at Page A-10 of this Appendix. fLeUnd Water tamolinn Piezometers Piezometers PZ-1, PZ-2, PZ-4 and PZ-5 were sampled on April 24, 1990. Piezometers PZ-3, PZ-6 and PZ-7 did not contain enough water for sampling. Sampled piezometers were prepared for sampling by bailing three well casing volumes. Field pH and EC were measured after the removal of each volume. Immediately after bailing, samples were placed in laboratory supplied containers. The samples were taken to "Phoenix Analytical Laboratories in Broomfield, Colorado on April 25, 1990. Results of the laboratory analyses are presented on Table 4.4 and Figure 4-19. Underhill Well The Underhill domestic well was also sampled on April 24, 1990, The sample was taken from a hydrant located at the well . The hydrant was allowed to run for 3 or 4 minutes prior to obtaining the samples. Samples were placed in laboratory supplied containers and taken to Phoenix Analytical Laboratories on April 25, 1990. Results of the laboratory analyses are presented on Table 4.4 and Figure 4-19. fir-2211-4-Wite-SiktlitYatjalsaing Water samples from the above mentioned sampled wells were analyzed by Phoenix Analytical Laboratories, Inc, of Broomfield, Colorado. The parameters sampled for and the results of the analyses are listed on Table 4.4. All A-4 analyses were performed using EPA methods. Laboratory analytical data is • provided starting on page A-27 of this appendix. Exploratory Trenching Fault Trenching and Test Pit Excavation was conducted on April 18 through April 21, 1990. The trenches and test pits were excavated using a Liebherr 911C trackhoe with a 30" wide bucket. The fault trenching was performed by excavating a series of test pits down to the shallow bedrock. The test pits were oriented approximately perpendicular to the inferred fault trace. The change in lithology was observed in the individual test pats. For example, if Upper Laramie beds were exposed in one test pit, and Fox Hills Sandstone was exposed in the next pit to the west, the location of the fault was known to lie between the two pits. A trench was then excavated between the two pits to expose the fault. This • general procedure was followed for Trenches T-1 through T-7. The open trenches were carefully logged, strike and dip of the fault surface measured and recorded and bedding attitudes and ground water conditions noted prior to backfilling the trenches. The fault locations were then staked and surveyed. The test pits TP-8 through TP-12 were excavated to observe shallow soil and bedrock conditions. The test pits were logged, and samples obtained as the excavation proceeded. Following completion the test pits were backfilled. The approximate locations of the test pits and trenches are shown on Figure 4-6. Logs of the trenches are shown on Figures A-8 and A-9. Logs of the test pits are shown on Figure A-10. • A-5 Laboratory Geotechnical Testing • A laboratory investigation was conducted to classify soil and bedrock samples obtained during the field investigations and to provide evaluation of physical and engineering properties of the site soils and bedrock. Laboratory testing was conducted in accordance with recognized test procedures, primarily those of the American Society for Testing and Materials. Tests conducted including natural moisture content, natural dry density, grain size analysis, Atterberg Limits, specific gravity, Standard Proctor Moisture/Density Relationships, and Remolded Permeability. The results of the Laboratory testing are summarized en Table A.2. • A\APPNDIX.A\5.7 • A-6 TABLE A.1 =WRY OF PIEZOETER OORETION DETAILS • TOTAL DEPTN DATE OF ELEV..GS ELEV. TOC SCREENED OF BORE ICU CASING YTONCCEOLOGIC PIE20ETER INSTALLATION (FT RSL) (FT NSL) INT. (FT BCS) (FT BGS) 1D (IN) UNIT SCREENED P2.1 17-Apr-90 5057.3 5060.61 20-25 26 2 LOWER LARAMIE PZ-2 16-Apr-90 5074.7 5078.10 20-25 26 2 FOX MILLS SANDSTONE P2.3 16-Apr-90 5084.8 5087.87 20-25 26 2 UPPER LARAMIE CLAYSTONE P2.4 17-Apr-90 5100.3 5104.09 17-22 22 2 UPPER LARAMIE SANDSTONE PZ-5 18-Apr-90 5101.9 5104.90 22-27 27 2 UPPER LARMIE SANDSTONE P2-6 26-Apr-90 5101.9 5103.84 53-60 60 2 UPPER LARAMIE CLAYSTORE PZ-7 27-Apr-90 5100.3 5102.25 50.55 55 2 UPPER LARAMIE CtAYSTONE GS - =IND SURFACE AT BASE OF PROTECTIVE STEEL CASING MSL - MEAN SEA LEVEL TOC - TOP OF CASIMG INT. - INTERVAL BGS - BELOW GROUND SURFACE BMOC - BELOW TOP OF CASING 10 - INNER DIAMETER IN • INCA FT - FEET 411 A-7 • "� • • • N N N S S S 1 RI S S .7- S S S 2 X S S S x }N, -(- :. • C ,,..• lT a W CO N N .... COO C1 Cr. W W m r' Cr. 0% W W r+ N n r .. 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ON. „-) r • 0 0 . • SLUG TEST ANALYSES AND HYDRAULIC CONDUCTIVITY CALCULATIONS ROCKY MOUNTAIN CONSULTANTS, INC. LONGMONT, COLORADO • • Note: The following pages contain Bouwer Graphs and hydraulic conductivity calculation sheets for slug test analyses using the Bowler and Rice (1989) Method. • A-10 • u . Z 0 7' o ® o0 i o 0 x a M 0 4k1 44 . - - C) H D rj t `, -••••• , CI IO • Q ❑ o _ p o CI In N C J) N 'Lai ❑ V Kx a x �f U p X 'v r `... Q hw `1 kJ ta et c5 � � � 1 O v 1 . r O 0 it W M a 9 h � e t1 ❑ O z '�^�t O co N - 4- d to ] I L y H h `^ O � Q `' "•*: t _ fr. '%.: 1 _, 'Rv ,--- ""A , M 1U-- v7..- a? N a . N 4 I° a O • 1-• u CO •••• V ‘4 FLY _. / •. V I a O It N O ON d ID 00 •,-I, N st- L 0 00 N - O O , O O O O I t T. .- ♦4 r I ♦ I I I I o I I I I .i... #—..ti O� O °' • csov r4 1-1y �o O o 133J NI CD/31i V1130 30 001 1y A-11 -r RGIC ROCKY MOUNTAIN CONSULTANTS, INC. _ *Professional Engineers* CLIENT: J0BN0.:t� T L^//7),00/.O/ • // SHEE OF_DESCRIPTION: elOLeize 14 c-c-- l9n.2 j• r/ t DESIGNED Br 7-17- DATE: Y�5/y� PF--/ s i., acst (J CHECKED BY: DATE: {"f: '-J^� (tor / L/ Fr C4svn.ccl:vcr7 G &Se) rw; ands v.. ° F lie// 40re Cie tt)7� j = 0, 3 7 ter �a r elegise /7,C- �o/t c LP_ The / t/t /iv rya/ = y vie?'" Zeno/ = 3 //, P 9 C s Frost frgtdc- 2 Ciottu,et /7'899 y )� PYFar v y - ao3 F7 . / • °��nt� feart� o t = yoo arc , :7,(lee), r 7 rw in (L/r1/0, 97 f, A19 - 0.410 / 2. S'/ ✓ c L _ 41.0_917-x 2. Six /"L yFr xYFTA. yoo sec 0. 03 x Ws-Fr/sec ✓ 5` Gy/lo-y c m fs Cc Y /.3/ rr da C ar /y 77i.-za yb ; /. 7/Fr t : 0, 01 Fr • K / F S 4 ,0-3 x �•- /7/F7^ Leonsc O.O7 FT ` EC :. Z. < 9xio-rFT7rrc = g. Lox lo-Vetv/Sec = 2. 32.—To A-I2 _ ` :ii: ;,(^ '^ •/7 measured. If the water level rises in the screened or vr ,vin. 2ree' '%`"iJ�,c,z,w "'"y,, open section of the well with a gravel pack around it,the thickness and porosity of the gravel envelope 1 WATER TABLE should be taken into account when calculating the • � y equivalent value of re for the rising water level. t -Apr t This calculation is based on the total free-water surface area in the well and sand or gravel pack, calculated as xrc + n(rwl — rc)n, where n is the c� X porosity, and rw- re is the thickness of the • ti kg ' A , envelope. The equivalent radius of a circle giving �n,r�/ �' / this total area is then calculated as ' H.4 .( [(1 — Or: +nrw']u. For example, if the radius of J 2r$ the screen or perforated casing is 20 crn and there I ' e is 8 em gravel pack with a porosity of 30 percent, rc should be taken as 25.9 cm,while rw is 28 cm. Solving equation.(2)for Q,•equating the .— resulting expression to equation (1):integrating, - and solving for K yields I 1—....—i_a_.1 K rc ln(Re/rw) 1 In yo (3) • . 2Le t yt where yo -y at time zero;and yt -y at time t The results of the analog analyses to evaluate " Re for various system geometries were expressed !j!//!/////////////A/N///////////!////!////Tli in terms of the dimensionless ratio In(Rc/rw). The ' IMPERMEABLE data could be fitted into two equations, one for the case where Lw< H, and one where Lw = H. itkit.Geometry and symbols for slug test on panially The resulting equations were, respectively, • rating,partially screened well in unconfined aquifer :� • In w gravel pack and/or developed zone around screen. 1 i 1 +A+Bln[(H-Lw)/rw] ' �4) rw ln(Lw/rw) Le/rw well;Re •effective radial distance over which y is dissipated;and rw • radial distance of undisturbed Re 1.1 C t and In --• +--^ (5) portion of aquifer from centerline. rw lln(Lw/rw) Le/rw] Values of Re were determined with an electrical resistance network analog for different where A, B, and C are dimensionless numbers values of rw, Le, Lw, and H (see Figure 1 for mean- plotted in Figure 2 as a function of Lc/rw. • ing of geometry symbols). The value of rw is the radius of the screened or open section of the well plus the thickness of a sand or gravel pack and/or of the developed zone around the well. Thus,rw is the radial distance from the center of the well to me / (-_ •. normal K of the aquifer. Because the thickness of ` o- _y.--/ , the developed zone is almost never known, the tendency is to ignore it and take only gravel or er ; , e sand packs into account. e;. / -3 The rate of rise dy/dt of the water level in the .;. well after the water level has been quickly lowered r 1 1-: ..• some distance is `f, / il • .. alt n� (2) 50 KV s e�p' ,roo 9000 '°°° ri, o • • ere re is the radius of the casing or other section Fig.2.Dimensionless parameters A,B,and C as a function , of the well where the rise of the water level is of Le/rw for calculation of In(Re/rw). i k 305 w�i•,,.• "' A-13 •',IAlteto 0 ® l a ❑ j Q /Q ❑ Q / / L W ❑ O oo F- ( v a +� ❑ % ,. ` � � O • a , aaa � 0 N 0 z Q.. / 2 O 4/ .. H / \� V a /� " Crf, 0 m NN 03 W0 3 m 0 0 O CO • / ❑ O N . ^ N O NO 00 N i•;„+1 CO CO N O �^ �C o� d !O •-•O , I r CIr •. ..: I o�4. I ao I I I I of ISM I I * o+. � co Qd . o .3 ., a� •i • s� s 1333 NI 0b3H V1130 30 OO1444 A-14 RE1C ROCKY MOUNTAIN CONSULTANTS, INC. *Professional Engineers* CLIENT: 4 0.4. J0BN0:/7 I/73 CO/MHEET_Z_OF S / TZA/ DATE: v45-7/1,2. DESCRIPTION: �OrltKer 4.,A R f G C .9ha �j r• 7 DESIGNED BY: /•l S � i ice? .Z. S/ve- -test* CHECKED BY: �"' DATE: -74 QY P - / 7/7 /f rsenel e al- too LC = 'IV Le/r4, /l e ? 9 19 = z. 2. he : of is lee ftere Z CBOIr4✓cr /9 ,9 �/ ` a K6fir r aoyFr �L° = 5O0 cc V l / • , r C^ Z. z �,zs/zeo pt-e YFr/os�J 1 Aco ( & 7Fr/O.y )fri cf, yIC7/a 37 P Cb.3s4 .2-2. f bat At, M Isy 22-41 � K = 7.z7xse:u. s^vX� s -c .a" Fr 59 - 9. cry k/ea 6 Flfsee - / 3 S Xio-remire-e : 4. 38 r r/o J i /atc Car /1 Y 607 t- 0.0s- e : zoo set. zA /O_3 6,222,,rr 5 - S L3 XIoa C mils at A-15 ry Y� measured. If the water level rises in the screened or • A 2 re open section o£the well with a gravel pack around it,the thickness and porosity of the gravel envelope • _i_ WATER TABLE should be taken.into account when calculating the ® y equivalent value of rc for the rising water level. This calculation is based on the total free-water surface area in the well and sand or gravel pack, calculated as me + >r(rwl — rc)n,where n is the • porosity,and rw— rc is the thickness of the Lw `' envelope. The equivalent radius of a circle giving ,1 4 r this total area is then calculated as b r'! H 1 ((1 - n)re + nrw')�'. For example, if the radius of 2 rw L the screen or perforated casing is 20 cm and there i Co is 8 cm gravel pack with a porosity of 30 percent, • rc should be taken as 25.9 cm,while rw is 28 cm. Solving equation (2)for Q, equating the i resulting expression to equation (1), integrating, ' and solving for K yields L_.--.J K•rc ln(Re/rw) l In Yo (3) 2Le t yo where yo =y at time zero;and yo .y at time t. • The results of the analog analyses to evaluate • Re for various system geometries were expressed !!!!!!/!!!//!!!/!!!!/!//!///!////!/!// //la/ in terms of the dimensionless ratio ln(Re/rw). The IMPERMEABLE data could be fitted into two equations, one for _ the case where Lw< H, and one where Lw = H. Fist.Geometry and symbols for slug fast on partially The resulting equations were, respectively, •netrating,partially screened well in unconfined aquifer rtb gravel peek and/or developed zonearound screen. In - r 1.1 +A+Blnl(H—Lw)/rwl (4) rw Lln(Lw/tw) Le/rw well;Re. • effective radial distance over which y is dissipated;and rw • radial distance of undisturbed Re 1.1 C "' ' portion of aquifer from centerline. and in rw . [ln(Lw/rw) + Le/rw (5) • Values of Re were determined with an electrical resistance network analog for different where A, B, and C are dimensionless numbers values of rw, Le, Lw, and H (see Figure 1 for mean- plotted in Figure 2 as a function of Le/rw. ing of geometry symbols). The value of rw is the radius of the screened or open section of the well • .plus the thickness of a sand or gravel pack and/or " �' ' 1 of the developed zone around the well. Thus,rw is iz_ the radial distance from the censer of the well to normal K of the aquifer. Because the thickness of �`p[ i/ . . . the developed zone is almost never known, the tendency is to ignore it and take only gravel or j '.., sand packs into account. s- / % 114, , The rate of rise dy/dt of the water level in the % well after the water level has been quickly lowered % j': some distance is _ c �. / i., it= r. i �— /• i ,.j.. _� �. S it dL err (2) ° e b eo no wo 000Le - n000 t here rc is the radius of the cuing or other section Fig.2.Dimenslonleu parameters A,B,and C as a function of the•well where the rise of the water level is of Le/rw for calculation of In(Re/rw), , A-16 305 :4..;.. . r ., .x, 0 V- 0 O N a a Q 0 o a 1— a N a c o 0 ° I- O D O ° O 0 U • . = / N .1 d QCO i:a 2Z O 0. C / r _m W Q ~ Ilk 1 , . a J ,y co (73 ~ N W I m _L 0 a❑a i o ❑ ° /❑ ❑ ` o \ O o O 0 o O o ' o o O O N O N dl.. 40 CO O Nt•• ,it 4.O 0O O O O O Off- O O -: t_41/2 � � - N I I � I I I l 0 1 I 1 I • p p o1333 NI tlY3H V1130 30 001 A-17 • RnC ROCKY MOUNTAIN CONSULTANTS, INC. .?roteasKmal Erratr+eers• �� JOB N0.11-//73 07/, 0/ SHEET OF CLIENT: �i t/f DESIGNED BY:T?� DATE: 4" s•1eO • DESCRIPTION: f3j}(6u/G�f ��OJ�.�� P �aal�. `,(�!/ n P �-y S�✓ ; / C S T CHECKED BY: DATE: L J Z-za r. ,5/Z /r fir r„j _ a37Fr Ee Pi— Lc- = e74 /`T / C c /, s e-ee PZ-ZJ / CM re) a tc � _ 0 =J l --/-1—L/4 ,(�� / • " r„a /N //Ja r/o.;ler) /4B9 7T op• v,. _ z.3 L Co_�— K _ 7. � x to-ix Z.s O�vc c � Z.7n t.�o s'Fi ./ 5/,32 A )O "s Fr/GEC ✓/ 133 X ) 3 c AVraC y rz 3, 7 8 f r/e/a 7 V • A-18 •: y r, measured. If the weer level rises in the screened or • 2r�,•, v open section of the well with a gravel pack around it, the thickness and porosity of the gravel envelope _____� WATER TABLE should be takeninto account when calculating ti g the y equivalent value of refor the risingwater This calculation is based on the total free-water surface area in the well and sand or gravel pack, calculated as+rte + tr(rwl - rc)n,where n is the .. porosity, and rw— rc is the thickness of the law - I I D( J envelope. The equivalent radius of a circle giving this total area is then calculated as 2rw` H ',/ [(1 _ n)r� +nrw 1 ti. For example, if the radius of k. <' I the screen or perforated casing is 20 cm and there gravel pack with a porosity of 30 percent,I I e is8cmgr P • re should be taken as 25.9 cm,whsle rw is 23 cm.' I Solving equation•(2) for Q,equating the II resulting expression to equation (I), integrating. I I and solving for K yields t--___J K r� Inr/mow) ?In Ye (3) 2Le t yL where yo "y at time zero;and yt a y at time t. The results of the analog analyses to evaluate Re for vuious system geometries were expressed r in terms of the dimensionless ratio ln(Re/rw). The data could be fitted into two equations, one for IMPERMEABLE the cast where Lw< H, and one where Lw a H. The resulting equations were,respectively, Geomatrtially screened well in ury and symbol*for slug nconfined aqst on uifer fer sting,partiallyA+B1n1(H-Lw)/rwl1 (4) Re 1.1 + J • with gravel pack and/or dwsloped zone around screen• in�' 4/rw rw 41n(Lw/rw) well;Re a effective radial distance over which y is 1 1 C dissipated;and rw - radial distance of undisturbed and In c ' H------L. + k r/ ] (5) portion of aquifer from centerline. rw Values of Re were determined with an where A, B, and C are dimensionless numbers , electrical resistance network analog for different values of rw, Le, Lw, and H (see Figure 1 for mean- plotted in Figure 2 as a function of Le/rw. ing of geometry symbols).The value of rw is the • radius of the screened or open section of the well e'er plus the thickness of a sand or gravel pack and/or of the developed zone around the well. Thus,rw is Li / // i the radial distance from the center of the well to ,w 1 � A i It / normal K of the aquifer. Because the thickness of r the developed zone is almost never known, the r i a� e . tendency is to ignore it and take only gravel or i sand packs into account. 11 /e �: The rate of rise dy/dt of the water level in the r well after the water level has been quickly lowered rr y some distance is 't i _ � 1e --�..r 1 . i. dy w— (2) Oi f q 90 00 `� °°° 1000 4/rte dt me S ere rc is the radius of the casing or other section pip.2,Dimensionless parameters A,B,and C as a function . of Le/rw for calculation of In(Re/rw). -. , of the well where the rise of the water level is 30$ A-19 .a, • ❑ . . 0 O N T 0 a • 4 8 l- S Q ^ ❑ °' -N W CJ g N N ~ imil V) o z V • r O W I v O M N ❑ d g v c.) v Q ❑ v i ❑ , I o oo* \ ❑ V O % w et 1 V W `� :4:/..K y ' o - �4 C v4 0 .•" P. l p ,� _ . , Cla . ..` O v F V 1� 1 I �w n I, i �d -R ^ V w • ti - v �• " 4. 3 ••• *0 N N O N 'ita ••- - ,... 0 ,w i N d O 03. N `7' �. I° r , r , 1 O O \ O O O 4 I 1 I I t' � r, Jam` • .1333 NI oV3H V1130 JO 001 • A-20 RMC ROCKY MOUNTAIN CONSULTANTS, INC. *Professional Engineers* CLIENT: /,U p—/leiT JOB NO.:c J /.77 .Oil OAMEET_0F.� • DESCRIPTION: B4,4j J e r 4 9<< C 4,1/S DESIGNED DATE: �sf 0 OP P7-5- ih r'j'" TCs/ CHECKED BY: re'l� DATE: Lw = A/- Z7 �T J ra s ?> 37 Fr=- (see P2 / • (,dru, c //, P? r/ CSca fits?) = 42.2 Fr �-/ c 0.07 ter It: q00 re Qatc) 'Cia te> h�nG J [4(///ber/0. 37,7) -#® //.19�� - Y1, 9 D 2, bore.: 0.o 1/`'T k � � /7 it 0- r FVsc=c ` Kz. 3. 43 xto'y 1 K .: /03 Fr/dez7 ✓ • A-21 lT Y -• V J Y , measured. If the water level rises in the screened or 2 fed /./A\s/a.c.wf�"'fi open section of the well with a gravel pack around • "' it,the thickness and porosity of the gravel envelope • WATER TABLE should be takenanto account when calculating the C - y equivalent value of re for the rising water level. ® ^mrTT — This calculation is based on the total free-water sdrface area in the well and sand or gravel pack, calculated as are +yr(rw' - re)n, where n is the • ' porosity,and rw- re is the thickness of the envelope. The equivalent radius of a circle giving A this total area is then calculated as -• a � yA7 H ((I - n)re + nrwn y'. For example, if the radius of 2rw ",- : ' the screen or perforated casing is 20 cm and there t-- I" a is 8 cm gravel pack with a porosity of 30 percent, re should be taken as 25.9 cm, while rw is 28 cm. Solving equation (2)for Q, equating the . resulting expression to equation (I), integrating, ' and solving for K yields —L___.1..1--1_,-___I- K re ln(Re/rw) -111—° (3) 2Le t yt • where yes a y at time zero;and yt a y at time t. The results of the analog analyses to evaluate • I. Re for various system geometries were expressed laa/a////////!7////a/7/l!!/!/7//I////////!/i in terms of the data could be fitted into dimensionless ratioequa ions.In(R ones forhe IMPERMEABLE the case where Lw< H, and one where Lw to H. is t,Geometry and symbols for slug test on partially The resulting equations were, respectively, tine,partially screened well in unconfined aquifer 11 A+Bln((H^Lw)/rw) gravel pack and/or developed zone around screen. 1 (4) In w [ .ln(Lw/rw)+ Leirw J well;Re effective radial distance over which y is • C 1-' dissipated;and rw a radial distance of undisturbed and In Re +-� (5) portion of aquifer from centerline. rw [ (1.w 1 1 ln(1 wkw) Le/rw Values of Re were determined with an electrical resistance network analog for different where A, B, and C are dimensionless numbers values of rw, Le, Lw, and H (see Figure 1 for mean- plotted in Figure 2 as a function of Le/rw. ing of geometry symbols). The value of rw is the radius of the screened or open section of the well ,, .. plus the thickness of a sand or gravel pack and/or �,, ,J of the developed zone around the well. Thus,rw is the radial distance from the center of the well to ,,. ' normal K of the aquifer. Because the thickness of .o- i „ 7 the developed zone is almost never known, the ; tendency is to ignore it and take only gravel or '- / -I •/ 11e 4t • sand packs into account. ._ _1' The rate of rise dy/dt of the water level in the % _1_13 1 well after the water level has been quickly lowered •. % �, some distance is .,/_: � // 111 d -- • • . .. J dt T 2 nee ( ) 0.: 0 •le 50 CO 900 1000 5000 5000 45/r. here re is the radius of the casing or other section Fie,2,Dimensionless parameters A,B,and C as a function of the well where the rise of the water level is of Le/rw for calculation of In(Re/rw). 305 A-22 :a` '.N • 0 • ia to n a a ❑ G • 0 . N Lal ❑ / o F- ❑ / v Q ^ 0 i/ _.e i. w ❑❑ v U u w H N CO uo ❑ a W LL ❑ •W o g / I 1 r / 't Sip 0 C/�d ❑ / o V N W0 /� 3 0 M ❑ . m - �- ` (� s. C ' W ",-..—i {{��" C O 'et4. N O N � 0 N .-...etc,' wl- to CO N O H O O O O O le- r .2 '- .2 Qo I 1 I 1 0 I 1 I I to fw ® J'° 1334 NI 0V3H dl130 30 001 A-23 • 1 SUMMARY OF TRAVEL TIME CALCULATIONS ROCKY MOUNTAIN CONSULTANT'S, INC. LONGMONT, COLORADO • v Note: The following pages contain travel Ume caaladatlons to Little Dry Creels and the two welts nearest the proposed landfill. ® A-24 SUMMARY OF TRAVEL TIME CALCULATIONS Travel Time Calculations To: 1) Little Dry Creek; 2) Lower Laramie Well; and 3) Fox Hills Well . Harmonic Mean of Hydraulic Conductivity (Bouwer 1978) - 1 K _Le + :. . _L— Where: - harmonic mean of hydraulic conductivity along flow path 1, - total length of flow path 1 - length of flow path through material layer n K - hydraulic conductivity of material layer n along direction of flow (i.e. vertical flow K - K in vertical or horizontal direction in Upper Laramie (Kul), Lower Laramie (K11) and Fox Hills (Kfh)) Little Dry Creek K„.„ - 2600 ft _ 100 it (Kul) + 2;00 ft (Kfh) 2.1 x 10" ft/day 1.5 ft/day - 0.05 ft/day i - Elev. at edge of landfill 5070 feet - Elev. at Little Dry Creek 5006 feet Distance to Little Dry Creek, 2600 feet 0.02 Travel Time - Length of Flow Path K._ • i Effective Porosity Travel Time - _ 2600 ft 0.05 ft/dav • 0.02 0.15 390,000 days • - 1068 years A-25 pox Hills Sandstone Well at Underhill House ® K,- - 1600 ft 320 ft Z (Kul) + ZQ9 ft (K11) + 1100 ft (K{P) 2.1x10" ft/day 0.4 ft/day 2.3 ft/day . - 1.12 x 10'' ft/day i - ,395 ft (depth to Schaller Well in 19]8) 1600 ft - 0.25 Travel Time - _ 1600 ft 1.12 x 10" ft/dav • 0.25 0.15 - 857,140 days 2,348 years Lower Laramie Well at Underhill House 1400 ft • 300 ft S (Kull + 1100 ft (K11) 2.1 x 10' ft/day 2.3 ft/day - 9.80 x 10" ft/day i - 210 ft (assume depth to water is 50' above top of Lower Laramie and base of fill is 40 below aradei 390-50-40) 1300 ft - 0.16 Travel Time - 1,00 ft 9.89 x 10" ft/day • 0.16 0.15 - 1,339,300 days - 3669 years A\TRAVEL.APP\5.7 • A-26 • WATER DUALITY ANALYTICAL DATA PHOENIX ANALYTICAL LABORATORIES BROOMFIELD, COLORADO • • Note: The following pages contain water quality analytical data. A-2T • I� I I • PHOENIX PHOENIX ANALYTICAL LABS ANALYTICAL SUMMARY REPORT TORIES REPORT DATE: 2-MAY-90 CLIENT: ROCKY M7. CONSULTANTS CLIENT PROJECT: 9-1173. 001. 01 / WWI ANALYSIS: pH, TOTAL DISSOLVED SOLIDS (NPDES 160. 1) P. A. L. PROJECT: RMC 2145 CLIENT SAMPLE P. A. L. TDS pH NUMBER SAMPLE N (mg/L> PZ-1 RMC 6634 11, 400 7. 2 PZ-2 RMC 6635 4, 500 7. 4 PZ-4 RMC 6636 3, 500 7. 5 P2-5 RMC 6637 4, 100 7. 6 UNDERHILL WELL RMC 6638 1, 100 8. 2 • I REPORTED BY: REVIEWED BY: CHERYL MARIE WARD KIRSTEN MEIER • CHEMIST CHEMIST 3401 industrial lane • broomfield , colorado 80020 • 303/469-1101 A-28 • :nEM:CAL ANALYSES 37 GRCUNC-AATER SAMPLES WESTERN WASTE INTEGRATED SC :: WASTE MANAGEMENT CAC:L:7% 3AM?LES CCLLECTE] @N APR:'_ 24. ;990 =:ELC PANAME72PS 1 .AB0RAT0RY SAMPLE :2 pB Ep L;257 Ca 5 M4 Na NOS0NO2 604 Cl r:.- C33-- po EL a2: "CS . warm pe4 I ag/1 mg/1 rg/1 ag/1 ag/1 4/1 ag/i .a4/'. a4/1 :amps e9: rem C lN` icy -. Pi-1 ; 7.:7 9849 ::.3 1 478 7 750 1600 150 6090 446 770 : 7.2 :0500 1:40:- P2-S 17.38 4688 11.9 . 410 13 310 510 60 2040 600 227 : 7.4 5060 PI-4 7.42 3139 9.7 ; 306 5.3 189 567 2.: :790 55 590 < . 7.5 3520 3544; P1-5 . 7.67 3772 10.5 439 13 175 AZ 0.6 2.90 68 310 . . 7.2 2950 410: ./KDEPHILi. ; 8.71 1537 12.2 ; 2.38 1.42 0.94 402 c 0.: 16 ♦34 790 34 5.2 :740 :100 • A-29 4.., .'t,. . .1.1J ...........r'..... ..'..•J . . l'.....,:t.7_1%4:7 :`!.:3'.:r1''.i I4fnw'r .. .r:1:... :.44,...-" . 1 • ,-.)..... .. . , .... _.. . . .. ,r. ...I. I. JN !.. . . .. ..7 Z!,. :1%, a... '.) .. ....�Y..-4,- .. ..t.:'...7.,'_..%•......-..;•A` .v:.11._..J.. , .:4„y .. , ...r\r.t, :1 .:i., •..r: y..)„1;IN;r.,-,N z.•;1...,,:t.•. -. . ..Jr':: •.. ..3..J'v. , y"....: sA-!'..t-N: i..7• L.r- .. i w . . .. . I'll :- 1...-7 Gf'i.':,•••',.-- - ....•wY...LMa$O.An?V!WOUPPI'wp7a114MIliirgMX�'.MnIhonrom.rrv:.+.►.rrrw4w.aur�M..NRnM.�.+N1"IYM0114.4aA wcwR^wr+Pr x......A1aK F r'iv•I•+^"' •! 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P4 t.. 4 .....'il a ..i"1. , •'-,1• ..... . v: .11A.•"(V.? .:•....... • • ' •••••••,. i/ ..• .. .7/...1 ..•. . ' .•••••'',..,r•, !' ,i—. r i':R_i(- 'C.i.. .tiF;....,►.,•\.i - !!I .. - 0 . :'1 L -.... ..fir A•..'.-- ✓....v"".{'4....yl-yyy X'ki,..m./.eMYrdwowilywly.if:.Yvrun.5,,.....:u^.•wY.6.V.• 01IIIM/.-1 IOPO4. ”'.uv'wa.l'.A.'.t...f.".l.•.00.r✓,ALVAI v':MW....AWr.J'--...C. A .. ,� ....-.......^.....«-.r....�....�.- «..... .wry.•... .. ...�.r.... ......,.. ... .• . ti II A I.: is d i . 3' Y qrl.mnion.t'M�l'�•ow.dn•vr4r.n ; .lM :il:•Y ...n,.v.Ir,;w._:...-...n►.'.i1t�"enw*rN'lY'i:-"r."r"....;�.nr'...w"nw!WM,N'.waYlr'.y.-'.PI.VY�u4�r'1•y��. . 1 r''.. • A-32 -C. r -.F•.i.•IJ X1..1 . A;L.2 Wi�l-:N. 14 AC.•r: . 1•r....a r;A .7b''u4. 0 . 1f.? 11 ' .44,.. ) •.• . :i .. 1.:'.. '.liw, _:\.% .r4• .. NiAN...;let: :.$Aw.AN". Et ..w ..•.. .. %T.'..;5...A ::.".i......:,..1::::::.: ?• Lin ...SAT i^.N 1 y- A w . ) 1 'a .. .0 ..Iis. '�wrrrr+�.dialo•Il.wb.wrl'11ib++icreab..oP q.LaKAI._,41.• ..s. •.Ml•....y. .IL.11.••m.r.w'+•wrwnn•w+n.awn.�w�.aw.rr+w•�wxr lwrry."°u' . l. Y r—�! ; d A i F o 4 • Z. ti J3 ' A .reegr r1-.forre I...•.. M 1•wr..��l."lrill.� '��Y��11r.11!��.•>rth•W'.rw+..M/sw—.Ri�..V��aW...0 n—'•e.f�.r"...Im 1.'1 4.,"7:;:::•`....• .r •.'"1."....1;:.....; h.,. ...1 '• .t 77 0;4 I ts'.%. 1....• ..-:•. -11`..:I'..... .' . III A-33 ... .�•'f .. _ W ..� ..• • • •. _.. • ...1 • • r••.;. •r r •.. `••• W •-+ • • .t .• .._ r L. r .. a r. ti ` .r... .1.11i • �,is ,. . .. ... - ,.',. .�. 'yr•'. ��"/ .a Lr .. .. �1. x•1.1 "!7'1S'/v./''•11�Y�"•^IR:1:R:e1T'YNL.iw1YMl'IMY•.,14M�M'I:wU..r rr'Y'a•rAY'rM'ola-Ml.rprrel.r06,1.4'IY1/ .4YM'.aralIr•00r M•'iW rl'✓'M'rP,rnrr i'.•.0.0.4'•V•.� 11 _ • �� -..w...........-.�..w�... +•f_-._�._.,..�.--... •w ..-....... .ter--.��^a-.. ...i..•� �I 1 , v • 5 1 d vr r fµ.ir�'IY•l./••4r'rY:i...rT•MIN/rWy.•.r.11!'I111W1M1,lrrnIW1111M•!wM�WJN'r'.�rMr',Yd/�M1,.','4r.M'•T/r.111��1.•Y."IIR TA "t11 7..••rMIII0T0;71.}.Y0..w'.IM•.P.1•a••14.':V:a� • �..."�..« r". ,•Y •'''•.!.�i i; .`a�rj.•y—.'_-tii' — • a-3a a GEOTECHNICAL LABORATORY TEST DATA GOODSON AND ASSOCIATES, INC. LAKEWOOD, COLORADO • ® NOTE: The following pages contain geotechnical laboratory data. ti 1N913M A9 93St/V00 1N3Ot/3d Z ,. • O c a 2 $ 2 $ ti m g gig cri Id � � aw U.y ttl y O d ., h d O J Q E 1 K Q O r-CI d2 yy O \!J S its N I,' � � Q S O1V L CO )V/ 11141.1111111111112is 0 Iliq a _ . i1111111iiiiiie y G�� 11 _ Iona• =` 11111 III - # " , �I o X1111 d 11111 111i 0 : - w � v u 0 i S+ y b X (¢ ^ a -U H 2 yl W r,.. 7 C O N1 -,1 4 N W y Q to in w S 1MM O a • el 0.11- N $ ; y h O ? 19 N - C• OIMIE • 1N913M A9 N3NIA 1N30N3d 1111111 - A-36 FIGURE 0 ' 1N913N. AB 83SIP/00 1N30a3d p Z O O q 2 r S $ 2 m g g$ W • O I-- ce c Q U w in 0 2 a ccn r ... in Z W O J N N W H 0 J Q ro c c � Z }o J CU S h N 01 7 .1 = �O O1 LV/ Z J 0 v °' o x 0 ► �� 88111 .a a IIIII °� _ X811 0 W OW n 7 4 H W n ~ • IIIIIII :a : lls z z 6 • ■ ■ ■ ■ ■ ■ n I II y ill- • lil _ III Z « R z C 0 W > W 0 ^ 1111111 N N 2 O • m 0 0 pQ - - 0 0 ' O^' • ro r In c M a • 1140I3M AG 1l3NId 1N3083d 1111111111 . 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CI O r��=MIMS � § � O ��aa� ==arusa .�� d iAMA �'�'�'�+...• _ y 1111 ^ W IS a N I C�n—nnnnn tC n §.. r v 1 o'��rn�_� _ a W : �_��IS=�t�i dJ Z— ? SSW =SEt�M�S � 4 ,. W n �n��S�IS� y } J ,c,• • c; r��l N w Y1 2 N x ' u, HIE! _ ¢ �` v, N • ail V i p V th .MEM MIME A `3 c �rS�S�rl� �MIMMNISS p P �milnesSsmr uraimm � La J.r�^ Mime • ��r ��•�0��ellin 4 � y J. maw ��.•........1�..� O ` us Z MINIIIIIMM 4 . K r 2 AIM =Mann " 0 "�r�iiii S cc p o -��snismens _ a W n ��I. am..�.m O Cr p 1111rn 0 W .N, G • J X ■n�rnnnnnn o 4 0 y MEM w fi.. a F .-S. g 1 W O O p O O J _ 0. 0 r h P M N • 1N913M AB IONIA 1N30213d z a q wo 'U 1 r Z • p "C- a . . c O p` W m - A-53 FIGURE 4.14913M A9 83S8Y00 1N3083d N R a $ $ 8- Z e 111111111111111 ^a cota ///m///////�� 11111 a la ��t °' U W _�� _____ _ O - sti � co minummunint��a��a�� i ai, CO Z � �'��_�_��_�IMIXIMMEIMMINIS��_�_�_��~_err` 4 v sons 0. pp 0 ............... O inal1111111111111111"`.._ o d › . annwasinsainionnimnammaninas. 6-2 z mini W - r. � ri�sinaitiiiaiiiiii la �+ mini g s .......................... , , ' ~��_"":12' y ' _ n 2 : 2alailiglinalitil g w it i ^�.■ ~1~1~1'1'1'1 w y -sinnunnummansaatanW ~rrr� �-�. � tor—.4 rsA'a ��~~��EM� S a 11111======= "======`==ri' 11111111 111111111.111.111~ g W ~Ei ■/■■till■/■//....■a. tu e � . � N - Q 111913M A9 83N1al 1N3083d Nan __. A-54 alcuRe • 130 • 125 t il 120 ZERO AIR V010 CURVES SPECIFIC 2.50 1I5 t GRAVITY a `110 111 c 2,70 GRAVITY SPECIFIC _ 2,60 CJ GRAVITY 0- I liq‘ t IDS to tAi i 100 k I � • i`95 Ilk 90 ,� ttII 85 ii§k. \ ao11111II 1111111 11111111111111 "IN 0 5 10 15 20 25 30 35 MOISTURE CONTENT - PERCENT OF DRY WEIGHT LOCAT ION: MOISTURE-DENSITY MOLE NO.: TH-12 DEPTH: 1,0_3.0 SAMPLE NO.: RELATIONSHIPS OSOIL DESCRIPTION: Sandy Clay GOODSON 8 ASSOC. INC. MAX. DRY DENSITY: 99,7 PCF OPT. MOIST. CONTENT: 20,8 % PROCEDURE: ASTM D698 A LIQUID LIMIT: 42 PLASTICITY INDEX: 24 JOB NO.: FIG. N0. GRAVEL: 0 % SAND: 20 % SILT AND cure(-200): 80 To DATE: 4-19-90 A-55 130- ® 125 li. 1 120 , ZERO AIR VOID CURVES SPECIFIC 2.80 113 .- liilGRAVITY - k' SPECIFIC - 2,70 GRAVITY Li- I10 �� SPECIFIC = 2.60 U GRAVITY D. I >- 1.— 1os • - z Z )- O E)- 100 • 11, A • i, illiiii 95 ` 1 1 90 illik . • 85 , tiii ,rhh . � 80 I 1 0 5 10 IS 20 25 30 35 MOISTURE CONTENT - PERCENT OF DRY WEIGHT LOCATION: MOISTURE-DENSITY HOLE NO.: TH-3 DEPTH: 11.0-13.0sAMPLE NO.: RELATIONSHIPS • SOIL DESCRIPTION: Claystone GOODSON a ASSOC. INC. MAX. DRY DENSITY: 99,5 PCF OPT. MOIST. CONTENT: 22,5 % PROCEDURE: ASTM-0-698,A LIOUIO LIMIT: 71 PLASTICITY INDEX: 49 JOB NO.: FIG. NO. GRAVEL:0% SAND: To SILT AND CLAY(-200): 93 % DATE: 4-19-90 A-56 130 • 125 120 • .‘ ZERO AIR VOID CURVES SPECIFIC • 115 GRAVITY = 2.80 ` SPECIFIC = 2.70 GRAVITY Li. 110 4 00k SPECIFIC = 2.60 GRAVITY I- 105 H , r. Z W OIII } 100 1 • . . 11'4 S 95 90 - y k l 85 �', �,,, 80 I 1 ,, 0 5 10 15 20 25 30 35 • MOISTURE CONTENT - PERCENT OF DRY WEIGHT LOCATION: MOISTURE-DENSITY HOLE NO.: TH-6 DEPTH: 1.0-3,0 SAMPLE NO.: RELATIONSHIPS • SOIL DESCRIPTION: Clay (CL) GOODSON a ASSOC- INC. MAX. DRY DENSITY:_99,6pCF or.MOIST. CONTENT: 20.8 % PROCEDURE: ASTM D698,A _ LIQUID LIMIT: 45 PLASTICITY INDEX: 26 J08 NO.: I FIG. N0. GRAVEL: 0 % SAND: 9 % SILT AND CLAY(-200): 91 % DATE: 4-19-90 1[ A-S/ - 130 • 125 0,‘ 120 ZERO AIR V010 CURVES _ 2.80 113 - 11"III RAVITY PECIFIC _ 2.70 RAVITY W Ito gslkii, PECIFIC = 2,60 U RAVITY 0- I r , Ul U los t:PECIFIC WZWO r 100 '• • 95 1 11 90 �k‘ ‘b 85 ��1 80 — 0 S 10 IS 20 25 30 35 MOISTURE CONTENT - PERCENT OF DRY WEIGHT LOCAT ION: MOISTURE-DENSITY NoLE No.: TH-3 DEPTN:2.0-4.0 SAMPLE NO.: RELATIONSHIPS • SOIL DESCRIPTION: Sdtldy Clay (CH) GOODSON a ASSOC. INC. MAX. DRY DENSITY: 98.1 PCF OPT. MOIST. CONTENT: 21 % PROCEDURE: AST11 D698,A LIQUID LIMIT: 53 PLASTICITY INDEX: 33 J08 NO.: FIG. N0. GRAVEL: 0 % SAND: 11 % SILT ANO CLAY -2001: 89 % DATE: . �"" H-yti PERCOLATION TEST - FALLING HEAD • CLIENT Goodson & Associates, Inc. JOB NO. 2014-09 BORING N0. TB#3 SAMPLED Dacona DEPTH 8 . 5-25 ' TEST STARTED 4-19-90 SAMPLE NO. Remolded TEST FINISHED 4-30-90 SOIL DESCR. 95% MDD SETUP N0. 5 SURCHARGE 1700 psf MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt. Soil & Ring(s) (g) 367.6 371 .9 Wt . Ring(s) (g) 91 .4 91 .4 Wt . Soil (g) 276.3 280.5 Wet Density PCF 114.9 119.8 Wt. Wet Soil & Pan (g) 279.9 284. 2 Wt . Dry Soil & Pan (g) 230.5 230. 5 Wt. Lost Moisture (g) 49.4 53. 7 Wt . of Pan Only (g) 3 . 7 3.7 Wt. of Dry Soil (g) 226.8 226.8 Moisture Content % 21 .8 23.7 ® Dry Density PCF 94.4 96.8 Max. Dry Density PCF 99.4 99.4 Percent Compaction 94 .9 97.4 • ELAPSED BURETTE BURETTE PERCOLATION RATE TIME READING READING FT/YEAR CM/SEC (MIN) hl (CC) h2 (CC) 0.0 120 0.8 0. 8 0.23 2 .2E-07 260 1 .6 1 . 6 0. 10 1 .0E-07 880 2 .4 2 .4 0.03 3 .0E-08 540 3 . 1 3 . 1 0.04 4.3E-08 1040 3 . 6 3.6 0.02 1 .6E-08 1300 4.0 4.0 0.01 1 .0E-OS 1460 5. 1 5. 1 0.03 2 .5E-08 1400 6.4 6.4 0.03 3. 1E-08 1440 8.0 8.0 0.04 3.8E-08 1560 10.0 10.0 0.05 4. 4E-08 1360 11 .7 11 .7 0.05 4.4E-08 1560 13 . 6 13 .6 0.04 4 . 3E-08 2730 16.9 0.05 4.4E-08 ® ADVANCED TERRA TESTING, INC. A-58a I • PERCOLATION TEST - FALLING HEAD • CLIENT Goodson & Associates, Inc. JOB N0. 2014-09 BORING N0. TBu3 SAMPLED Dacona DEPTH 0-8.5 ' TEST STARTED 4-19-90 SAMPLE N0. Remolded TEST FINISHED 4-30-90 SOIL DESCR. 95% MDD SETUP N0. 1 SURCHARGE 450 osf MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt . Soil & Ring(s) (g) 364 .0 379.3 Wt . Ring(s) (g) 92 . 2 92 . 2 Wt . Soil (g) 271 .8 287. 1 Wet Density PCF 113. 1 122 . 8 Wt . Wet Soil & Pan (g) 275 .5 290.8 Wt . Dry Soil & Pan (g) 230.5 230. 5 Wt . Lost Moisture (g) 45.0 60.3 Wt . of Pan Only (g) 3.7 3. 7 Wt . of Dry Soil (g) 226.8 226.8 Moisture Content % . 19.8 26 . 6 • Dry Density PCF 94.4 97.0 Max. Dry Density PCF 98.4 98 . 4 Percent Compaction 95.9 98. 6 ELAPSED BURETTE BURETTE PERCOLATION RATE TIME READING READING FT/YEAR CM/SEC (MIN) hl (CC) h2 (CC) 0.0 60 1 .5 1 . 5 0.85 8. 2E-07 260 3 . 7 3 .7 0. 29 2.8E-07 880 5 .8 5. 8 0.08 8.0E-08 540 6. 3 6. 3 0.03 3. 1E-08 1040 7.6 7 .6 0.04 4 . 3E-08 1300 8. 8 8 .8 0.03 3 . 2E-08 1460 10. 2 10.2 0.03 3.3E-08 1400 11 .8 11 .8 0.04 4 .0E-08 1440 14.0 14 .0 0.06 5.4E-08 1560 16. 8 16 .8 0.07 6.5E-08 1360 19. 1 19. 2 0.07 6. 5E-OS 1560 21 .8 21 .8 0.07 6 .5E-OS 2730 26.4 0.07 6.5E-OS ® ADVANCED TERRA TESTING, INC. PL-58b • PERCOLATION TEST - FALLING HEAD • CLIENT Goodson & Associates, Inc. JOB N0. 2014-09 BORING NO. TB*12 SAMPLED Dacona DEPTH 0-20' TEST STARTED 4-19-90 SAMPLE N0. Remolded TEST FINISHED 4-27-90 SOIL DESCR. 95% MDD SETUP NO. 2 SURCHARGE 1000 psf MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt. Soil & Ring(s) (g) 366.0 377.5 Wt . Ring(s) (g) 91 .7 91 .7 Wt . Soil (g) 274. 2 285.8 Wet Density PCF 114. 1 119 .9 • Wt . Wet Soil & Pan (g) 277 .9 289.4 Wt. Dry Soil & Pan (g) 230.9 230.9 Wt. Lost Moisture (g) 47 .0 58.5 Wt . of Pan Only (g) 3.7 3 . 7 Wt . of Dry Soil (g) 227. 2 227.2 Moisture Content % 20.7 25.8 ® Dry Density PCF 94.5 95.4 Max. Dry Density PCF 99.7 99.7 Percent Compaction 94. 8 95.6 ELAPSED BURETTE BURETTE PERCOLATION RATE TIME READING READING FT/YEAR CM/SEC (MIN) hl (CC) h2 (CC) 0.0 60 4.9 4.9 2 .81 2 .7E-06 260 13.0 13.0 1 . 12 1 . 1E-06 880 21 .2 21 .2 0.36 3.4E-07 540 24.6 24 .6 0. 25 2 .4E-07 1040 30.3 30.3 0.23 2 . 2E-07 1300 37 . 1 37. 1 0. 23 2 . 2E-07 1460 44.2 44 .2 0. 22 2 . 2E-07 1400 49.8 49.8 0. 20 1 .9E-07 1440 55.4 55.4 0. 20 1 .9E-07 1560 61 .0 0. 20 1 .9E-07 ® ADVANCED TERRA TESTING, INC. A-58c PERCOLATION TEST - FALLING HEAD • CLIENT Goodson & Associates, Inc. JOB N0. 2014-09 BORING NO. TB#6 SAMPLED Dacona DEPTH 0-20' TEST STARTED 4-19-90 SAMPLE N0. Remolded TEST FINISHED 4-27-90 SOIL DESCR. 95% MDD SETUP NO. 6 SURCHARGE 1000 ps! MOISTURE/DENSITY BEFORE AFTER DATA TEST TEST Wt . Soil & Ring(s) (g) 366.9 377.9 Wt. Ring(s) (g) 91 .6 91 . 6 Wt . Soil (g) 275.4 286.4 Wet Density PCF 114.6 120.0 Wt . Wet Soil & Pan (g) 279. 1 290. 1 Wt . Dry Soil & Pan (g) 232 .0 232 .0 Wt. Lost Moisture (g) 47 .0 58.0 Wt. of Pan Only (g) 3.7 3 . 7 Wt. of Dry Soil (g) 228.3 228.3 Moisture Content % 20.6 25.4 ®Dry Density PCF 95.0 95.7 Max. Dry Density PCF 99.6 99.6 Percent Compaction 95.4 96. 1 ELAPSED BURETTE BURETTE PERCOLATION RATE TIME READING READING FT/YEAR CM/SEC (MIN) h1 (CC) h2 (CC) 0.0 120 10.8 10.8 3. 16 3 .0E-06 260 22 .8 22 .8 1 .76 1 .7E-06 880 30. 2 30.2 0.34 3.3E-07 540 31 .8 31 .8 0. 13 1 .2E-07 1040 35.0 35.0 0. 13 1 .3E-07 1300 38.7 38 .7 0. 13 1 . 2E-07 1460 44.4 44.4 0. 18 1 .7E-07 1400 48.4 48.4 0. 14 1 .3E-07 1440 52. 2 52 .2 0. 13 1 .3E-07 1560 56. 1 0. 13 1 .3E-07 0 ADVANCED TERRA TESTING, INC. A-58d • WELL CONSTRUCTION SUMMARY LOCATION NW4. NEM. Sec. 17, TIN, R67W WEST FAULT BLOCK, LOWER LARAMIE • ELEVATION OF: TOP of well casing 5160.1gL, Ground surface 5057.3ft.. Protective cosine 5050•] ft. [ ALL DEPTHS ARE RELATIVE TO GROUND SURFACE EXCEPT AS INDICATED LOCKING PROTECTIVE STEEL aljelev. 1t. Ielev, ft....� CONCRETE PAD 2.8 ft. �D ft. 505" elov, ft ""II�II-11-I o: 2 ft. Yr POWDERED BENTONITE (SEE GOMENT) NT Flush Threaded Triloc with "0" Rings) _2_in,ID sch WELL CASING 14 ft. BENTONITE t PELLETS ; 17 it. a• 20 1t. f �j- FILTER SAND / GRAVEL PACK l • A- (GRADATION 10-20_._ ) n.ID sch_N__PVC WELL. SCREEN 0.020 in, MACHINED SLOTS _Lt_. _25_ ft. Y�GKG1 44II -I L-� ENO CM _L in. INSTALLED BY: Gary Linde" NOT TO SCALE GATE INSTALLED 4/17/90 DRILLING METHOD Iblldr Ste" Auger WESTERN WASTE INDUSTRIES DRILLER Goodson A Associates BORING LOG Pz-1 SOIL SAMPLES FO Yes ONo COMMENTS —5SA4.WA5 CONSTraum0 PIEZOMETER PZ-1 • GEOPHYSICAL LOC ❑Yes ©No WiTN BrNTotim. 'tMUMS Or PELLETS - rdourcr wt frap �`A=rants 4 SACYs OF BENTONITE clips AND I-, DATE 5/17/90 VOLUME: Slurry N/A SACKS OF OENSEAI. Send A sacks - 9nc Bentonito z "� j1on` FIGURE A-1 A-b9 WELL CONSTRUCTION SUMMARY LOCATION NWy, NEy. Sec. 17, TIN, R67W CENTRAL FAULT BLOCK. FOIL HILLS SANDSTONE • ELEVATION OF: Top of well cosing507e.10 ft., Ground surfacc5074.7 ft., Protective casing=aft. ALL DEPTHS ARE RELATIVE TO GROUND SURFACE EXCEPT AS INDICATED LOCKING PROTECTIVE STEEL 509.7 tclev. ft._ 5070.1 elev. ft._ CONCRETE PAD 7,4 ft. .66 ft. 5074_7 aloe, ft, �?+ ^I-O 2 vw +!ft. POWDERED BENTONITE (SEE COw+EnT) —JOINT (Flush Thrcoded Triloc with "0" Rings) — in.ID sch 40 PVC WELL CASING 15.5 rt. BENTONITE • PELLETS 16.5 ft. u 20 ft, r j • - FILTER SAND / GRAVEL PACK (GR1w alcui ) =• _ -- 2 in•ID sch 40 PVC WELL SCREEN - 0 070 in. MACHINED SLOTS G=-�25 ft. ft. �G,� Ili ENO CAP 9 in. INSTALLED BY: _Gary Linden NOT TO SCALE DATE INSTALLED 4/16/90 DRILLING METHOD !saw Stan Meer WESTERN WASTE INDUSTRIES DRILLER Goodson A Associates BORING LOG PI-I ® SOIL SAMPLES OYas ONo COMMENTS � l WA5 CONSTRUCTED PIEZ0METER PZ-2 GEOPHYSICAL LOC OYes pONo WITH 2.5 GNI Qtts gr ¢ENTONITE _PELLETS ARO 53nGK6 gr_OgtWL. t'IraN:f:I WWI NM7ONS VOLUME: $lurr Y N/A WC 5/1]/90 _ Sand 5 sacks BGAtanite 2.5 gallant 9trac FIGURE A-2 A--60 WELL CONSTRUCTION SUMMARY LOCATION NE5. NE'.. Sec. 17. TIN. 1167M EAST FAULT OLOCK. UPPER LARAMIE CLAYSTONE • ELEVATION OF: Top of well casing 5007.0t., Cround surface}004.0 1t.. ProtectiveALL DEPTHS ARE ELATIVE TO GROUND SURFACE EXCEPT AS INDICATED LOCKING PROTECTIVE STEEL _50011.Qelev. ft.- 5I87..7elev. ft._ CONCRETE PAD ...LL ft. ft. 5004.8 ele v. ft• �II'slf 11— 1µ_5 ft. r POWDERED BENTONITE (SEE CONSENT) JOINT (Flush Threaded Triloc with "O" Rings) • in,ID sch 4Q PVC WELL CASING 166 ft. BENTONITE PELLETS 17.55 IL Y 20 f t. — • — FILTER SAND / GRAVEL PACK rA` (ORADA710N 10-20 ) sch 40 _PVC WELL SCREEN _a in. MACHINED SLOTS a=y 25 ft. _25_ ft. __ --IL—L END CAP U in.l INSTALLED BY; Gary Linden NOT TO SCALE DATE INSTALLED 4/15/90 DRILLINC METHOD Hollow Stem Auger RCSTCRX HASTE INDUSTRIES DRILLER Goodson 6 Associates BORING LOG PZ-1 SOIL SAMPLES OYes ONo COMMENTS Jrni uA {(NSTRUCTCD PIEZ0METER PZ-3 • WITH 2.5 GALLONS OF OENTONITE NCSnS10N5 1 GEOPHYSICAL LOC O Yes LYJNa PELLETS AHD 5-4 SACKS OF OENSEAL PRCWECT win 1 VOLUME; Slurry N/A DATE 5/17/90 Send sacks — g nC Bontonita z.S g4ttons FIGURE R-3 A-61- • WELL CONSTRUCTION SUMMARY LOCATION SE's. NE4. Sec. 17- TIN. R67W EAST FAULT BLOCK. UPPER LARAMIE SANDSTONE • ELEVATION OF: Top of wall coning CIM.011., fn..und •wrfnr.r'q On.7 It,. q'IA4.t fl. ALL DEPTHS ARE RELATIVE TO GROUND SURFACE EXCEPT AS INDICATED LOCKING PROTECTIVE STEEL 5104_.7 elev. ft,_ 5104 $elev. ft. CONCRETE PAD � _ ft• _0 rt. _elev. ft, WJ -.S•.r �Mvllvlterl 1_5 ft. POWDERED BENTONITE (SEE COMtENT) JOINT (Flush Threaded Triloc with '0' Rings) 2 in.ID sch 40 PVC WELL CASING 12 ft. BENTONITE II PELLETS �?ft. —• FILTER- (GRADATION SAND 9 GRAVEL PACK --E =-5 2=� =G —-j— 2 in.ID sch 4_0 PVC WELL SCREEN / 0.020 in. MACHINED SLOTS 22 ft. — _2z ft. _�� END CAP B Cary INSTALLED BY: Linden NOT TO SCALE DATE INSTALLED 4/32/90 DRIIIING METHOD !NQl tow Stem &KW WESTERN NAST! INDUSTRIES DRILLER Goodson A Associates _ BORING LOG PZ-a SOIL SAMPLES 2J Yes ONo COMMENTS SEALWM1ISWN KUCTED WITH PIEZOMETER PZ-4 • GEOPHYSICAL LOC O Yes LAND 5 GALLONS or Patin. 7 SACKS OF VOLUME; Slurry N/A BENTONITE CHIPS. AND )/4 SACK OF n1tOdCt WWI RCw9ONG Sand 5 larks BENSEAL DATE 5/17/90 Bcntonite 5 Oallans R�C --'-- A-6r-^' FIGURE A-4 WELL CONSTRUCTION SUMMARY • LOCATION NN, WA. See. 17, TIN, R674 EAST FAULT BLOCK, UPPER LARANIE SANDSTONE • ELEVATION OF: Top of well casing 5104,9gt., Ground surface51n1.0 ft., Protective cooing 5105. ft. ALL DEPTHS ARE RELATIVE TO GROUND SORFACE EXCEPT AS INDICATED LOCKING PROTECTIVE STEEL 5105.1e1ev, ft._ 5104,%elev. ft. m CONCRETE PAD ft. 17... ft. 5101.0 elev. ft. It—ice 1 II— — 2 ft. POWDERED BENTONITE (SEE COMMENTS) JOINT (Flush Threaded Triloc with "0• Rings) _?in.ID sch 40 PVC WELL CASING 15 ft. BENTONITE a ; PELLETS 17,5 ft. � : P 22 it. ® - FILTER SAND / GRAVEL PACK _ (GRADATION 10-70 ) 2 in.1D sch 4 _PVC WELL SCREEN 0 020 in. MACHINED SLOTS 27 ft. 27 fl. I—I—END CAP _8_in. INSTALLED BY: Gary Linden NOT TO SCALE DATE INSTALLED 4/16/90 DRILLING METHOD 1W119"' Stem yy WESTERN WASTE INDUSTRIES DRILLER Goodson A Associates BORING LOC _?i-5 SOIL SAMPLES CYes ONo COMMENTS _5.01, LC.Qtt5?A to PIEZOMETER PZ-5 ® WITH 5 GALLONS Or PELLCTS, J SACKS — N[snva+s GEOPHYSICAL LOG ❑Yes ONo OF DENTONITE CutP5, AND 2 SACKS OF inaCmtcr wt VOLUME: Slurry .211.4—.—. �n[NUA� °Air 5/i7/'10 Sand 4 sacks �� Bentonite 5 (JAW" — � FIGURE A-5 A-6.3 WELL CONSTRUCTION SUMMARY • LOCATION NE'.. SE'.. Sec. 17, TIN, R67W EAST FAULT OLOCK. UPPER LARAMIE GLAYSTONE . ELEVATION OF: Top of well cosingp107.04fL. Ground surface 5101,9 ft.. Protective cosing5304.0 ft. ALL DEPTHS ARE RELATIVE TO GROUND ' SURFACE EXCEPT AS INDICATED LOCKING PROTECTIVE STEEL 51o4.oelev. ft._ — —i 5103.04e1ev, ft._ CONCRETE PAD t�3 ft. �1 ft. 5101.9 elev ft. tiw BENTONITE SLURRY 1z4 Lbs. Bentonile/Cols, Water JOINT (Flush Threaded Triloc with "0" Rings) — ?in.ID sch 4°PVC WELL CASING 53 ft. I 55 ft. G r • -� FILTER SAND / GRAVEL PACK (GRADATION 10-20 ) s-� 2_ — 2 in.ID sch 50 PVC WELL SCREEN y_ 0.020 in, MACHINED SLOTS 60 ft. '� _60_ f t. t---I LND GAP min, INSTALLED BY: Gary Linden NOT TO SCALE DATE INSTALLED 4/26/90 DRILLING METIIOD Hollow stmr quDen NESTE RN PASTE INDUSTRIES DRILLER Goodson A Associates BORING LOG PZ-5 SOIL SAMPLES ®Yes ONo COMMENTS OENTONITE SLURRY WAS PIEZ0MEYER PZ-6 ® GEOPHYSICAL LOG O Yes ®No PLACED OY TgENjtuts 1N FOUHL ors PROJECT WWI REVISION:: VOLUME: Slurry 120 '1a1+ DA It S/14/90 Sand 5 sacks Bentonite n0ne FIGURE A-6 grac - - A:64 g 5 WELL CONSTRUCTION SUMMARY LOCATION NCa, NEh, Sec. 17. T1N, R67W EAST FAULT BLOCK. UPPER LARAMIE CLAYSTONE -_ • ELEVATION OF: TOP of well casing 5102.251t., Ground surfoceSo9s7ft., Protective cosing5102-4 ft. IALL DEPTHS ARE RELATIVE TO GROUND l SURFACE EXCEPT AS INDICATED LOCKING PROTECTIVE STEEL 610L4 elev. ft. . , 510225 elev. ft.� CONCRETE PAD 1.3- ft. J. ft. ] 810v, ft. . ' .. __L._ ft. BENTONITE SLURRY • _}.25 Lbs. Bentonite/cols. Water JOINT (Flush Threaded Triloc with "0" Rings) — ——?in.ID sch ..PVC WELL CASING • n7,y ft. r so ft. j,. • ^-% - FILTER SAND / GRAVEL PACK /_/ (GRADATION _19-20 ) -% . /- =% - 2 in.ID soh a0 PVC WELL SCREEN G_� 0.020 in. MACHINED SLOTS - �— 55 __SS— fl. _A / END CAP —I __lin. • INSTALLED BY: Gary Linden NOT TO SCALE DATE INSTALLED a/27/90 DRILLING METHOD Hollow Scum Auger WESTERN WASTE INDUSTRIES DRILLER Goodson A Associate% BORING LOG P4-4 SOIL SAMPLES ®Yes ONo COMMENTS SORRY wns TRENICO fROK PIEZOMETER PZ-7 • GEOPHYSICAL LOG 0 Yes ®No 47 FEET T9 2 FEET PROOCCT WW1 REVISIONS VOLUME: Slurry 110 gal. DAIE 5/73/90 Send a aa4^O �� Bentomte none - -- __._--._.--- -"--._.�.- FIGURE A-7 U b a > e 1T I J 0 CO 6 ce en V t? W Q ? W p= p . QI- mCD = V ...J= W 4 d • w zM WW W W CCM J Z t§ �I. 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SAMPLE INTERVAL • INTEGRATED WASTE MANAGEMENT FACILITY WESTERN WASTE SUMMARY TEST PIT LOGS • INDUSTRIES MC DAT E I 5/21/90 FIG. PREPARED G.L, CHECKED• A-i0 _ A-88 APPENDIX B • PEAK RUNOFF DISCHARGE CALCULATIONS USING TRSS • • ' WELD COUNTY ROAD 10 e OA / g • I / / ! i / v. fil EXCESS / CI SOIL STORAGE l / ¢ L Z F- / z / ' XA 0 APPROXIMATE 1/ PROPERTY it 3 LINE / /f-- PROPOSED 0 LIMITS OF DRAINAGE, � FILL ACCESS ROAD AND SCREENING / CORRIDOR ® / / PAVED I rr...�•--�� LEACHATE RC�COSS I 4•EXISTING / TANKING IRRIGATION DITCH - - REROU cT'D +•_•— _ -- . IRRIGATION DITCH �' SEDIMENTATION r -_- I BASIN �._. ,I I RECYCLING , EQUIPMENT AREA SHED 2 W �� OFFICE EXISTING /I 'PARKING SCALE HOUSE IRRIGATION • DITCH ' SSE north SCREENING BERM(TYP.) J 0 600 7200 WELD COUNTY ROAD g r.. S ENTRANCE SCALE IN FEET W/1R=1'N CONCEPTUAL SITE LAYOUT PLAN c""lemilpr Checked •000. NESTER. COLORWASTE- INDUSTRIES Revisions oats OACONO, COLORADO . i . TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : ty State: CO User: MAL Date: 05-24-90 ills: SOUTHERN AREA Checked: Data: COVER DESCRIPTION Hydrologic Soil Group A B C D Acres (CN) OTHER AGRICULTURAL LANDS Pasture, grassland or range poor _ ` - 91.5(89) Total Area (by Hydrologic Soil Group) 91.5 TOTAL DRAINAGE AREA: 91.5 Acres WEIGHTED CURVE NUMBER:89 • � s A . TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 �ect : User: MAL Date: 05-24-90 ' minty : State: CO Checked: Date: Subtitle: SOUTHERN AREA Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (£t) (ft/sec) (hr) Sheet 2.0 300 .04 E 0.357 Shallow Concent'd 280 .25 U 0.010 Open Channel 3350 .005 .03 48 26 0.176 Time of Concentration r 0.54* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentratcd B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by GRAPHIC method • • • TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1.11 Project : User: MAL Date: 05-24-90 County State: CO Checked: Date: Subtitle: SOUTHERN AREA Data: Drainage Area 91.5 * Acres Runoff Curve Number 89 * Time of Concentration: 0.54 * Hours Rainfall Type II Pond and Swamp Area . NONE Storm Number 1 ' 2 Frequency (yrs) 10 100 24-Hr Rainfall (in) 2.9 4.4 Ia/P Ratio 0.09 0.06 Used 0. 10 0. 10 Runoff (in) 1.81 3.20 •Unit Peak Discharge 0.794 0.794 (c£s/acre/in) Pond and Swamp Factor 1.00 1.00 0.0% Ponds Used Peak Discharge (cfs) 132 233 ' * - Value(s) provided from TR-55 system routines TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 oject : User: MAL Date: 05-24-90 ty : State: CO Checked: Date: btitle: NORTHERN AREA Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) OTHER AGRICULTURAL LANDS Pasture, grassland or range poor - - - 121(89) Total Area (by Hydrologic Soil Group) 121 TOTAL DRAINAGE AREA: 121 Acres WEIGHTED CURVE NUMBER:89 • • • TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 Project : User: MAL Date: 05-24-90 Alknty : State: CO Checked: Date: Illgtitle: NORTHERN AREA - A Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/£t) (ft) (ft/sec) (hr) Sheet 2.0 300 .125 E 0.226 Open Channel 2900 .015 .03 48 26 0.088 Time of Concentration = 0.31* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods. Dense U Unpaved E Grass-Range, Short * - Generated for use by GRAPHIC method • \MIMI= TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1. 11 Project : User: MAL Date: 05-24-90 County : State: CO Checked: Date: iliptitle: NORTHERN AREA - A Data: Drainage Area . 48 Acres Runoff Curve Number . 89 Time of Concentration: 0.31 Hours Rainfall Type . II Pond and Swamp Area . NONE Storm Number 1 2 Frequency (yrs) 10 100 24-Hr Rainfall (in) 2.9 4.4 Ia/P Ratio 0.09 0.06 Used 0. 10 0.10 Runoff (in) 1.81 3.20 Unit Peak Discharge 1.041 1.041 (cfs/acre/in) Pond and Swamp Factor 1.00 1.00 0.0% Ponds Used lleak Discharge (ens) 90 160 • • TR-55 Tc and. Tt THRU SUBAREA COMPUTATION VERSION 1.11 t Erect : User: MAL Date: 05-24-90 my State: CO Checked: Date: itle: NORTHERN AREA - B Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) Sheet 2.0 300 .04 E 0.357 Open Channel 3200 .018 .03 48 26 0.089 Time of Concentration = 0.45* - Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes C Cultivated < 20 % Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by GRAPHIC method • TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1.11 Itiismy act : User: MAL Date: 05-24-90 State: CO Checked: Date: title: NORTHERN AREA - B Data: Drainage Area . 79.5 Acres Runoff Curve Number : 89 Time o£ Concentration: 0.45 * Hours Rainfall Type II Pond and Swamp Area . NONE Storm Number 1 2 Frequency (yrs) 10 100 24-Hr Rainfall ( in) 2.9 4.4 Ia/P Ratio 0.09 0.06 Used 0.10 0.10 Runoff (in) 1.81 3.20 Unit Peak Discharge 0.872 0.872 (cfs/acre/in) illrond and Swamp Factor 1.00 1.00 0.0% Ponds Used Peak Discharge (cfs) 125 222 * - Value(s) provided from TR-55 system routines • WARZYN ENGINEERING INC. MADISON, WISCONSIN BY DATE__.. SUBJECT SHEET NO.__OF___ CHKD. BY___ DATE JOB NO. • sec( /. 64, F6rEdtth'Gv,, /3ct. C +n ih(lou [ KaPy Si ev, cfic o gaS ( h Area_ ?Cr Traf Ecic 6as,�, I. /ye Sh?0yz Ve.,(a0,.e WARZYN ENGINEERING INC. NIAOISON, WISCONSIN BY Mgt DATE—lm5O SUBJECT--WS/J Latta SHEET NO.-1-OF-— CHKD. BY_erl DATE�� 6 JOB ,athreare : Size- at-rinrew mno.✓ 3as/A, . 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BY:la OATEJ='2(2O JOB NO. .13_23/ • .. .. . .. _ PvLPosE": Sot N,tvrflr/o•1/4/ L31:1/^1 140(-am ASS ti(Me re 2.2 vo(uwf ≤ :V Ci6/0-41, ittena vv(cr:,.e ro C.a-4a.x.Arron/≤ : 1344n1 VOLUME J >r ro : Ncan-f 346;x3: fbeEx; = Acs R•Or vPA4 L = Z. 9 " /Ole :rot/i7 VOLUME = /2/ , (VOC-f 3 SG O 1 /2- J VOLaftIC n 0274 00° ct3 • Q2 SouTH BASIN: E79 a 41/.5- /has E.410FAt. . Z.c) /o yr: ..cierpZM 43, 5 ciot)\ Voc.v,HE = lb-712.4\C l !Z \AcuraE : led 000 cis / 1 A.27 az /Nods, hers.c. Ave ST'ur 01e 'dee Cs. ?BO xicvo ' Sow 6R Jr Itva ; raj deph„ 96U, n / Zoo x 6ao ' ® � Br UK WARZYN ENGINEERING, INC. MAIDISO.N, WISCONSIN t / !V _�[�[wp� -2 OAT _51.21,4412- SU AJ SC COT .. ottA sME rNo. / or . CMKb. BV Elm,',Anr/_0 Joe NO._439:t.61S • Pei 4.le 3E : Size EINE467t/y' sAIi«yivy avio97.s, /1544ate leo cedes ,4-D 4 gooar f-f4.r1 Loin: CaliS-rt'4 {'r? , zit 4770,-/S; Petit.rlMiue ay.& -EGO .Cferf I gin't1 � peC5 I Uv -y r peer 4c_ Paw. . NoL„d Jrcui: O = ( /100 f Z22)2) = 382 cc's Sour,-1 ; Q = Z:3 cry VJ t D7H OF P f L L my Q _ Cw L L. Q p L c Gw 'te, �SZ err. 11/4totzm4 •".ASIPA f. 233 e r tovw -3056,i3 air. 2'S 1n c Itp S4. (a55uwc. ) h)oc..-1-6d *-141.1.10 . 382 so,.)-7-t: tr,c,,,) : Z33 p l - L + r • .VIVA WARZYN ENGINEERING INC. MADISON, WISCONSIN BY DATE_ SUBJECT SHEET NO.____OF___ CHKD. BY___ DATE JOB NO.------ - • • FrOS1O1,1 C (C <-1 lz 75cr-cam Ovt, vat cA al% O Secil Se H ha Keivl cR s �h • Pe'aci Sr i a5 e "ctUi're,w4 Fs WARZYN ENGINEERING INt,. f MADISON, WISCONSIN DATE_ SUBJECTWFh tLi11? SHEET N0.___OF___ CHKD. BY� DATE felt D aireit i_ rr erte e _Dfltr • - -- (, . AtAwk lice;mint- - - Pc1,4er, Rcck-lb. J yiy +int, - Vniversa 50; l 1-oaa (vti LE) , - I (4 LE )( LS x1 I px (� \Acte ' KTv Ecok110,l1 Il �L�vr ‘..17‘..17L�gkn Sl0r ;dor G �to1p t+1 tie Ke,4 Ll'or . ( Cow o.chr pen,4,,o, wink C.C+or R ' iccu4l toli‘oyt 7.4tti • (b) K Cm( trta\ k'41 Fu r i. NuaO �1�� lOa6 2 T-ik C.1(1 loan 3 WELo Loot% ¢ \41 tei- Calh,l �,r��ci 'IOVtLC: j4t`l 5YNLV Mt Wtld (owP i t Coloral0 . WARZYN ENGINEERING INC. • MADISON, WISCONSIN BY 5ST DATE_ SUBJECT_ 411 --Le.1 SHEET NO._L`_OF___ CHKO. BY Ales_ DATE _ga JOB • . .. .. _ • (b) k ; 50,1 Erad',b,h41 cow p 7^�1C JCti kVvey -car kke4e 4,hk ;Ni fes R,zod q lied v‘t V1,�2 'FU It:: 0.4s 3 (..v(C�' 1 W\k‘.. `a'' imsk 1.‘0,44,1 - SO 6ral c4c.4o �et� 0C-cnc4 j 1-303- 356- 6505 '; Sr N iNslts 0.4 �'e1\o,a4 • IDA S•\pe fr%Mii�, chcam(g) Nu1lta 1 0,3Z • Uu''\ 0.32 WeL0 0.32 Wt1e� L�Iby 0,43 • ....irks.rt crtUINtthilNG INC.. C MADISON, WISCONSIN • SY_stMT DATE___ SUBJECT,-_M.V..1 A..z.+ CHK0. BY_,�_ CATE SHEET JO8 NO._,— (G� L� ' 1-41 � hl�jP, fir tydro o9IL 4,1et.adimevv‘i 64‘. toe d<<,,��ea Oh 514e. ) '7INC,LcVtoMWSNNT coat \otC^ Lc\\.et SQ\4LI4i aeol \lot. }fiCir �t1�tc 0� � .1%•(hl0 J 'HAM‘re, 4 4674(44 Are' 4CM44Crc) In JCVA NA4\iG(ti (L) 5 4VI.,A retie �(t[sYtii,1 ow] tfy(Tk (FE) ,.ih I6. l6co f 4 I b 300 25 a rf o0 7•'1 5\1 6 51 M L� C X5.41 1 4. 6 y yz I. O .06c 1 ( Li x) 60,E t5 ) ��g0p°'9 WLtr t m - 0.2 for y ( 1670 0.3 C0/ 146. 3°76 • 0,4 Cor 3 s :( 4,5 0,s 5 7 5% 1ovt�e Cro6,a tr 4PConere LAtrt l P.;Aboo- by Stevtx (gait( GA• ® f� 5.241 9ce Anistit klak ₹oe LoTki 1 1, of L5 . • F e— N ,c. �`' p ✓ c . ..N W N J PS V N fr S ` 8^ • M W `• N ma y 3 v 0 • VI Al ee ` O 14 N r _4. $ SYye _Ca y T xvv N 4 • T !ill .� Ni ; a C 9 i.. = 144 9 Y net)*4. . t • I o 033• : VOAi • 0MROw: V VD 4 E 4 N li • �MN• Opp p•V 4.,di N •Jp• 9 • • C j ` y�y�y wpp : Y�: .-4-1u0: ri 0. p C NJ ? 0 0 0 0 i C • : .._ yc 1}pYJ VC g ` y }t� �` i• N • i g i Y _� 0 C 4 a a a a GGG Y H pp . ♦ : + V •V• y% V P • E : : .Vi AY G N • . N i : +Vp • yy11 • Y N O V •• } M Y „ NMJN •• O•f• JNA�♦ • •6 •VN as Yr C P X N 0000 • ••• P.M,. edit 03 _- f✓Y a •: » " • p5€yfrR 3 X M O Y : K i • 7$ 7 IX •• ♦ • ••�� • ♦ • �r•O.N N • : : t V • u • • W a zt }• • • �(,-- • it: 88p Q• �� : : 44.4 •• H: VR8�: O fr}E • Y • >Y]V• A • N 4J :w O O ` •• p V• W a d E ' • " B�1 i .E� Y p yis el • r..1_, Ayy{{ll T A' 3._ 0 • ... • . ♦ ± ��N • •� .4.4 3 •at.7. CDi ti hla aQ � O • V • �i ' Z 2pa ♦ • • V•N of V G X ♦ • i 6 YNN Y W • • • O Y . 1 . • • • i NJN; 4. WARZYN ENGINEERING INC. MADISON, WISCONSIN BY-Ltil -- SUBJECT DATE-- —,_ s ]�� N'1' CHKD. ST .4.14. DATE_*1Qd — SHEET NO.-5....._OF--- JOS NO. • �C 1 k) (2-) Cor etc( gco'r^l (b) t0. letaltk. (.01,11 etVwlA Oa 0)421 ‘ �\\t LOvee.6 (•WA47s1_ 6F' 1^Da— 1 �+11•f•�!�y� N000lr,J G- ql . VbE : I `a9 eNkcre lr04ra C ° I.0 . (b) larlchA, C 0.61 • Le) P. :taw. Vb� (c) for faortirottt‘ol +o-blc. 5 W) Var}t,thl f04,3,,c,A s-5 le) 61.044 � (d) Vcoietike Ler"}tohc = 0 ,30 (f) .R.. Re1nT0 troh,ch IA \RE. g Cro,.l `�) Avi. �i VaVatc oL n ,,k.S. Cris.,., loan • (2O4(O,, .' ?rc�,,e +�lAki) eroSoh sca€4 4 : A 6utat >!owkyv.},r& vitft.r� • pCbA IL.�6d t� 3� . • `` R= s4.2.5 \AE tor Lace (roar), 5070 -coc Valaiakel ccwi- Sec }.1,k 5-7 (p) • • G of 102 HANDBOOK OF NONPOINT POLLUTION '^ 61 • TABLE 5.3. Values of C for Cropland,Pasture, •:Y $.4. C Values and SIoDa Lengtt and Woodland.' r Mulch Lunt Cover or land Use C TY)" Tonnes/ha L0..) Continuous faLow tined up and down slope 1.0 - Shortly after seeding or harvesting" 0.3-0.8 ' or seeding For crops during main pert of growing season a<haY tied down 2.23 ''Y.. 7anehoMgand Corn° 0.1-0.3 2.23 Wheat' 0.03-0.15 •• equipment 3.4 on slope Cotton 0.4 7.4 Soybeans' 02-03 A as Meadow' 0.01-0.02 . - . 1'5' 4.5 For permanent pasture,idle land,unmanaged woodland • a'5 Ground cover 95-1008, '`? 4S As grass 0.003 '' .. 4S As weeds 0.01 gnome 300 Ground cover 80% 300 (hl As weeds ', so • ground cover 60% 0.04 `:•• 540 As grass 0.04 cNp 15 Aa weeds 0.09 13 For managed woodland - 2) Tree canopy of 73-100% 0.001 `• ;' 27 56 40-75% 0.002-O.OW 36 20-40% • 0.003-0.01 56 _ ,emulsion 12 ms/!a 'Adapted from references 3,7,and]0. seeding with Depending on root and residue density. "" or fast-growing cDepending on yield. .• '•. wlffi P.o mulch 2.23 subsequent loss of soil particles. On the other hand,P involves treatments c '.w 3.4 retain liberated particles near the source and prevent further transport. • 300 Values of P for various farm and urban practices are given in Tables 5-5 • ` '• Sao 5.6,re and ehiDa 15 respectively. oee chips 27 • ood[hips 56 Example 5.7: Estimation of Sediment Yields A 50-ha land area if to be developed into a single-family residential area • tram moniac'IL map indicates that the soil it loam with the following composition: • tlr6t 6 weeks or grotto. . .� the 6N week or grotto. Clay 20% Silt 35% (Silt+fine sand)55% • 1' yr UM HANDBOOK OF NONFOINT POLLUTION• •' ` • EROSlO TABLE 5-5. Values of P for Agricultural Lend! _ ! •+ • me sand 20% Coarse sand and gravel ZSry Ship Cropping and Terracing Slope(K,) Contouring Manna.ld CfoaaRoa7. { prganiC content of the soil is 139+ -'` r.; lot has a square shape with a drainage sit. 1.1-2.0 0.6 0.30 045 +`' " is proposed to replace the ditch. The av I 2.1-7.0 \,l 7.1-12.0 pd 03 0 0.40 ?.:. .,: it 2.4% 12.1-18.0 030 O.a5. ;�. Determine soil loss(potential erosion)fora 0.8 O.aO 040 7 Fq.S-13. Solt loss should be determined ft 18.1-24.0 09 0.4$ �;.' >24.0 1.0 0.70 ;: '•: namely, during construction when al f surface (100%pervious) and subsequent z r . . is Impermeable(streets,etc.). 'Adapted from reference 7. I rainfall energy factor R, is determine 3-13. From this information it can be eh TABLE 5-6. Values of P for Cmtruction Sites.' ?' rrdnfall intensity Its ZS em/hr. r- &zing Equation S-3 Erosion Control Practice 2:[(2.29+1.151( • Surface Condition with No Corer 15.4 Compact,smooth,scraped with bulldozer or serape up and down h01 3.30 Same se above.except raked with bulldozer and . root-raked up and down hip 1.20 Compact,smooth scraped with bulldoze or scraper moss the dope 1.20 •Same as `.;.. ? bow,except raked with bulldozer and a? E f toot-raked across slope 0.90`C) - Los 1 Lose as a disked plow layer - '- . Rough irregular surreal.equipment tracks in all - directions 0.90 4, Loos with rough surface>0.3 m depth 0.801 •, I.3 Loose with smooth surface>03 m depth 090 Structures .y - 1-- Z Small sediment basins: - M L0 0.09 basins/ha 0.50 0.13 basins/ha 0.30 Downstream sediment basins: "e" f�0.5 With chemical flocculent, 0.10 Without chemical flocculent' 0.20 - , Erosion control structures: "'+ Normal rate usage OSO y High rate usage 0.40 0 30 60 90 Strip building , 0.75 TIME, min • 'Adapted from reference t2. - Fig.5-13. Storm hyetogzapl r : • • • • b OF e LDIto7.ret 41at Lotol'hl 117 • mi..Mrs. L w awed '. • • _ . I _ - • ♦ -r- 1 s.4 liae _ •I•nee - , ;at whom '' 1'� _ _ I i _' W �Z �% 1 .._,,.� - - . r/� _r. ��' ". err ^.. //r uo. `�� _ _ ./ 1 r_` \ • .Yy —I� �'� - 1 • l mow✓-.�\�� _Y��./ _ .. 1V) _Imo! :r .e�-* • _�� ` y A. W,al**kw V.M,\Yy�...,SEA..♦I! wr•• II-4 • _ _ _ ___ I mo— 1 �. I _.rM MAIM•, •••••••••r...rI en WI V \)5E. R: 5(0.29 I I 7ION EROSION AND SEDIMENT YIELDS 191 TABLE 5-7. Guideline for Estimating OR in the Ryan GuIds Basin of Northern Colorado 2e of any given order to number in the ssiou coefficient for the equation was ors MUM&Conditions Red Hills of Texas and Oklahoma, and , and the southeastern Piedmont area 1.0 limn:toted gullies with no deposits. with watershed size(Fig.5.14). Ley) 0.75'`. Unveptated gain with sediment Omits. �•^.. DR also is affected by runoff and (.F) 0.50 • Gales healed with vegotadon indicating shallow powt. 0.3-0.5Omuta intemtittendy sullied.has been used as a first-step guide,but 0.0-0.4 Shallow vegetated,unregulated,or braided than- ances other factors are more important nets with evidence of deposition such ad active guidelines for the estimation of sediment alluvial fans or sediment deposits or bottomlands 'onship for sediment delivery from con- where town spread mturauy or are used for irdp don. D-e-^ (5-13) boo Cloy Silty Clay Rrrosr (5.14) r Predominantly Silt cc tru ate and receptor stream in feet } - bas sed by construction. w wi channel density is shown in Fig. J to_ Median w Sandy o _ z - w ♦ h 1ea . ....1 . . . ..,..I , ....1 . . . . ...d el • • •• •, 0.04 0.1 1.0 10.0 100 300 •• ` • • I/DRAINAGE DENSITY, km /km • • 1. • � 'd Fig.S-15. Relation of the sediment delivery factor to the drainage density and • soil texture. (Taken from reference 22.) Is • • • i Example 5.2: Estimation of Sediment Delivery i .,.i 1, . ... ,t 7 1D 100 1000 A small take has a drainage basin of 25 km=. Most of the soils within rhr water- AREA, xN= shed are characterized as silt foams: 771e land use is mixed and includes agricul- MIT, urban, and partially wooded arras With USE of the U5LQ the upland 'very ratio factor to the watershed area. potential erosion was estimated as 15 tonslhalyr: The pertinent watershed characteristics are: T• • . ` 10 OF • ® tCiPi 1 i-11N1Jf�.c I..-1;L_L..t,Jt_h►T1viV5 WHF.:Z—/Y 1=.iv i.711'siC�rK11Vt7 IiNiC..— 1407 EMIL ST MADISON, WISCONSIN Z37i$ .30/3.: SSS C NUI'BER:itLS'LJF LAIC: 5-24=90 SY: EMT A etiGA 6..IJl-i F--Li t H 1 1CJiVS WHrtiti V 14 C.IVL7.<t.iVC.1 }111Vt7 110C:- USER INITIALS: SM7 DATE: J._-.4: ...9/00 I'd:..<VJEC Ii4i'URMAT IONit *IiVI 11A -L I Lf-1 l 1 UIV Di-11A$ RROJCI. NANE.: LALUNU HORZ. ;LALE(FT/IN i : ZOO PROJECT iVLlriiiER: iJYJ51 . 25 • VERT. SCALE(Fri I.Vi : ':J0 t-REO 1.51 LIV!/.! : 95 ir.IREA 1L. : ARtH 1.1 AREA CS.I I = 84. 844 4.1RC.A i SF i^ .7.79776E+9b A (SY i . T • A (ACRI $) _ 77. y1 • AREA 1U. : AREA 1b AREA l51 i = 12. 8i64 AREA (SF) = J1.6..0�6 :AREA (S'f i s .J0164 AREA i:ACRtb) - 11. /49 AREA ID. : AREA 2a AREA 1S1i= 1001. 1613 AREA CE ie 4. 0064522.6 • AKCA ISYi- 44516i AREA lAl.11t51 = Y1 . 97,5 1.1REA 1D. : ARE.A 2b AREA l511a 31 .:,956 AREA SFi- 1 .26 y44t4-p ARM) i:;l Y 1 x 140455 AREA C ACRES = 29. 016 • • :• in • w • : • w• • • • • • : : • • • • : b '.• Y t ♦ • NNNN J M a VU• •••••0••••••• p • O K • d^M o M • Y Ma 440 a Y • ♦ N M N• v: • . i • C I.• �pp •: O • mA .Cp .L. L L.821:4 Y• : np mR 3. V T. • W••\• •M g$ •: 2qd 5: ��s �t E..- - i V� IV ` : 3 i.- Y N : + v: g; x 9 9 y�! : � : m amp•8 • fr • 25 2S fir : U 0.• • a.aa •off �1. • wy...Y w V.Y.. a.Y. w : &w V: • Y • M • G • � �i in L • Y• 7/2 O 4 Am : • W • rN ♦•N • • • `2I• Y • Y •• y]. N• L_� u Y:: V: wa•.a IN .55 6 O: Esv: M t • Y II w r • • • • ii O •: .C • V. $ g•• •-• • g` : N� •. L: Y 4..•: •vPP. 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BY DATE.r��Q JOB NO.___—_ Mel- DA,401 Ra1rc Spoitpary .qua �ryrA ern r�1 1 5"Adk\,,eM YAW 19s.e�e ZRoolot Ar 3gad 'ry''lYr (,4cr (5) Avilers (1/2cSly% qc, • �' �a� to (.d) tivtGPn 6kirA: kat;V l 41`31'('' io eF tons hr ' • V A�iuw•rq Q dv�i (641 1:4sekb A- \ae. I= too pc4 = 0.05 4 "`icF �1 I , W2 \WIG Skacage (Ctctikee4 th110.\ (atSArvL�i+r oir Jaallttk„ �l 4ovk\AeM \iohrr: 2 70 to 30`1172 C c.4 , `� �( , Car I?or) .t 140\e(trt buligt 2-7O • *6 3 lerno Ccc e ,c U e 'o /�est f� / ft ��' r 54 sr 30-c. bens: Veltht td. Cover Ocao l &Qv\otd'ekh ace_ C3.A4,arrtMi Ic4S Wvh4 Rolcc 65 t`I`avJ4 ya1t�4�lOC �..rr . ® it Not lire( (Sicf% C •,,: .wry.n;.; rk .....:/` . `. �. .',VJ�/tA%• e „c..iICY/VI • � 1 JY'lS "L.%/\ Y„ _ -.Hssinvrs r� f•rr + 1 'r4y, 1 . x! 11 4 ♦1 "_ r I J N h P'RE• ® ICTING .. 1 r Rja �} ' ��(•a ,r() '/ r1 JY 4` 4 t11 l 5 n r `�r + . V r . ` `.Y J.* Yr ../F. i..... Y Y4• r 1. 1 4.!••▪ yd4 J♦ .. M1 F ` ) A l , • t y � YYj . , ` .. +.1/1 rrr t ,n1. rug... � S ., I � � y�•t. _ v 4-",•/-`,.: aL•. �'' ) ti+5ei y,�✓yi ." E.R/ )- '-", � N 'dc� (Lf, "1;3,0"r . 4I.. :: �Y� ♦ tT V:♦' Ay •!F ♦ i "L+ya s Z"w.•w�r•` , ` ,Tt.1 tf y" IJ j �, - : ✓a 4. wr +; �fv .� )"..y4 ,.......,4;k1. ,.',.. .•�� 1 1 .. ✓ .yl n JY'� a . .. 1 :. •j v✓{ r +.' r / n 1. •t'� `/ i. :�L y e t 1 r i. , ! ar- r rri3. ',•. 'p_ 4 r J J. v;�t -J▪ I� , / .r,.t`, 4?..5 .• •� C.;" �y.I•' d v,1✓y r r 1 ,. ' t;.,".../..:,;,r: \l'r' k• '+ / (� ♦ ESt .l �} /w c.f.:. r�vM-.. �' / at 4 � ` y 'h....t'. ♦ t M✓'1�,J tyx Sr .vi•�.' Jr �1 t ♦ 4 r ! ♦ ♦ �j t f rI .54 tr "�<: ( .+1 hY)` .,tlft }r ._Y face 1.. . 1 tt r✓y A ..f 1 4; f✓`"'r r t {4. ;:t: J.-t t!i��tiaj r5.c. T Sn j.✓ �\Ii;t•.:!.•\•1; __ 7#!.....i. ✓4 ..t:/:•"..,4g7 Y� / t ;• tY•.�( J I ) _ ) Ji%,i� •.1�..t N14r44:I"-, 13.. W t r .r � "1 ate}' ..,;;r',3w' r t - 14.? i N . r. r (H 1 `112 S i il: r t Ire^6Fi , r'.•v r_,::, 7 'h , ✓ '17';'''',• t1 'VA.GUIDE :1O f 'S 1w.: 4. t.-.'r•�w.. ?At M5 l I ... 14'r l• ... • •:CONSERVATION, • PLANNING ` ' �{= �y`.. 4 .'1"...)r I1 t R i1r„! 't 4 t • t^Y ,•t• , f M • 1 rl 4 ti Y _ . ! Y 4 l • d t' .♦ ! •1 1 t ! .. y . • • • • k ? 111 UNITEp STATES AGRICULTURE PREPARED BY DEPARTMENT OF HANDBOOK `C�, AGRICULTURE • • NUMBER 539 . ' USCIENCE AND r %-. -EDUTION '" a ADMINIS7RATION) r� '.r • • • •• • • SEDIM_J ' _44 CONT `L. .., T Y t ic • f fir _�'. • - 1-1 --l• x,41 a • • / n... 91 w1tcY Tarr., / • • iynra ♦ `9.,y>.y ^7TH„`ry�lyl •.Yt`r;s. A✓••ri�- .� era, Ly-ter .b►'�• • • y w • t� .!r ��%-*"� 'rf- }� -r..r' y� ASS'-wa. v r � ; t, „" r• • Steven J.G(3 an. _Katharine Jackson TarasA.Birsztys3Sk-y;PE. • • 1 _ • • 1!.r r. "'t" .a• ,w \. ;...y .:1' t rp. w ,v ..r .z 1 • (.. HANDBOOK OF . • 1` SI ` r rl ? t 1 •s\ ',a , I t 't .. 1 v .-.,[. • L� ^ ` 7 i Y ' Ott {! {� •r rat • ' rt r ` .'5 t f - t ', 5 i. sly A!t °t..;f ' r. t , YF h c.1,..:... 1 ./4. M 's.!` " 1• ,1 `\ Ste..(„'�,: y: I tea. -•lam �,t� 1: �.:� Z v �, 7t' :. t ( �, Y„r e ' SOURCES AND MANAGEMEVT a =1 ,tt ;.-?` 1 ; tit i a ,t• r a tc., • 1 ' -� , Vladimir Novotny Ph.D, PE I , r 3, Gordon Chesters, Ph.D., D.Sc. ,.,,,,,......,.4.,......:„.. ,- • - - •, i's ----/ •. tit' V-./ •" N - - -J--- �^.t i _ 1 a 1 ♦9 S r t f•'�� _ .y _ .s+r _•—eC" vsr•-'s. . � raio+� '.t T air'__ •anv-- �. ..+fir. `Y^`�t- -.--••.•+.r"'."_• t r1 r - t.r''''. _ _ � .. ...:� ssdk ,r yM?:y n S• 4-71 t !** r• U •t. 1 a yNb'4r trA f p.• sa- / A`-7;e l;J,,�,7n7.1P,1:'�t tr w le I 't 41�t.c. w�tS,''v � ' '-^ err • y ,1.rf' ,y '+ ^�i�.�',' »+ r .,}.. y:r/ a < rY 9 1 , '. t�i r.rrr i.....0..0 1 .'N"^..fkt'" Z 'f./' ":.,.�1L✓y i Tt 0 1 • ! a_, ' �I.; ryr s yt1P�:•L.Ls,Yiii �,n• xvs r�N+� Sr ' `t'oY ♦ ♦ 1\tn r Uf.Y` ! A _ .•"„Y"^ .".:ar 1 [ �? ^s3lvH Iu•A�. „�'�'y` +yra-t. t 1. h�1efy4`S.�d '� n,W ' `' � -:t'_ Ij,Irt,I''1 Mme` +✓:�` T ♦r t .[;, ♦�� ' Y �• alas 4inlll �J- ; -.+tee--..u,-r ,,,_�. `•a r�tf :..$$ ...4,.---•ify� •. . ej::� [b+ , • -_s"• .);',J-6 fig.y.lfr,.`ckt^,.r.‘ _..h , hrj rf • .. - vv , [ • a .�W�y ,�,. �I � III. -��va rNostrard,Reln�of� � veering ene 3- s. v t ' t1 .c� ` „• .6A i•✓7w PLtio•v:-.;�....' 45,t�•. r"—t--, •-•"-•"4'�.3..:4; -•r.51,L 4-a,.;:,-..;:.,,' " Y.• 'A:K� �^� 4 1• 1: • -.III ;�,vlv Y•• ,n. n e. - Y ,, J"*-...L...•,_-• "` �(�-1`~•S� 'c,..- 1r � I�f '.1. V, }I7�/ 13't/a.3•./. r < ...71Y �-'•aT••M 5 1 � - ® APPENDIX C WATER BALANCE AND LEACHATE COLLECTION ANALYSIS • ® WATER BALANCE ANALYSIS A water balance analysis for the proposed Western Waste Landfill has been accomplished through the use of the Environmental Protection Agency's(EPA) Hydrologic Evaluation of Landfill Performance (HELP) Model Version 2. The HELP Model is an interactive computer-based model designed to evaluate the probable hydrologic performance of existing or proposed landfill designs. The model simulates runoffl,infiltration, evapotranspiration and percolation through the simulated soil column. The model requires two data types, climatologic inputs and soil matrix inputs. Soil column simulations were evaluated during this analysis including open refuse and final cover long-term conditions. Climatologic inputs were developed within the model by using the WGEN Model, a synthetic weather generator developed by the Agriculture Research Service. The synthetic weather generator products daily values of precipitation,minimum and maximum temperature values and solar radiation values. Through the use of the WGEN Model a synthetic 20 yr record of climatologic data was developed for Denver, Colorado and input to the HELP Model. This record was augmented by including the normal monthly precipitation and temperature values for Longmont, Colorado2. Soil matrix information input to the model were based upon default parameters contained within the model. Such parameters describe the porosity,wilting point,hydraulic conductivity, evaporative zone depth and other factors that affect the transmission of liquid water through the soil column. Open refuse conditions were evaluated by using a three layer system composed of: • 36 in. refuse layer; • 12 in. drainage layer(5.8 x 10-3 cm/sec); and • 36 in. barrier layer (1 x 10-7 cm/sec). • —r — The open refuse analysis assumed that these conditions prevailed over the entire leachate flow path distance,which is never expected to occur under site operation. Results for these • conditions indicate 1.2 inJyr percolates through the barrier layer liner and the maximum daily head developed over the liner is 4.3 in. Final cover conditions were evaluated by using a six layer system composed of: • 12 in.vertical percolation layer(topsoil) (3.7 x 10-4 cm/sec); • Two 12-in.vertical percolation layers(2.5 x 10-5 cm/sec)with the top one uncompacted and the bottom layer compacted (to simulate long-term weathering of the clay cover soils); • 120 in.refuse layer; • 12 in. drainage layer(5.8 x 10-3 cm/sec); and • 36 in. barrier layer (1 x10-7 cm/sec). The attached results indicates 0.38 in./yr percolation through the liner and the maximum head developed on the liner is 0.7 in. under final cover conditions. • 1 This analysis has assumed that no runoff occurs for open refuse. 2 Precipitation and temperature summaries are based on the 1950-1986 time period for Longmont, Colorado and were supplied by Rocky Mountain Consultants,Longmont, Colorado. Mrs. 601.83] 1.25 • - 2- • ***************************.*******:k************************.**.******* *************************************..****************************.:K** WESTERN WASTE INDUSTRIES - DACONO LANDFILL CASE "II" 36" OPEN REFUSE CN = 89 ET = 6" 3 LAYERS *********************************************************************** I *********************************************************************** BARE GROUND • LAYER 1 VERTICAL PERCOLATION LAYER THICKNESS = 36. 00 INCHES POROSITY = 0. 5200 VOL/VOL FIELD CAPACITY - 0. 2942 VOL/VOL WILTING POINT = 0. 1400 VOL/VOL INITIAL SOIL WATER CONTENT = ' 0. 2942 VOL/VOL SATURATED HYDRAULIC CONDUCTIVITY = 0. 000199999995 CM/SEC LAYER 2 LATERAL DRAINAGE LAYER THICKNESS = 12. 00 INCHES POROSITY = 0. 4370 VOL/VOL FIELD CAPACITY = 0. 0624 VOL/VOL WILTING POINT = 0. 0245 VOL/VOL INITIAL SOIL WATER CONTENT = 0. 0624 VOL/VOL • SATURATED HYDRAULIC CONDUCTIVITY _ 0. 005799339926 CM/SEC SLOPE 1. 50 PERCENT DRAINAGE LENGTH = 550. 0 FEET -3- • • • LAYER 3 BARRIER SOIL LINER • THIGKNESS -•-•• - - = 36. 00 INCHES POROSITY - 4. 4300 VOL/VOL FIELD CAPACITY = 0. 386g6223 VVOLL//VVOLL WILTING INITIAL SOIL WATERCONTENT = 8. 430 V�L%V�L SATURATED HYDRAULIC CONDUCTIVITY = 0. 000000100000 CM/SEC GENERAL SIMULATION DATA SCS RUNOFF CURVE NUMBER = 89. 00 • TOTAL AREA OF COVER • = 7500- Sit FT EVAPORATIVE ZONE DEPTH = 6. 00 INCHES POTENTIAL RUNOFF FRACTION = 0. 000000 UPPER LIMIT VEG. STORAGE = 3. 1200 INCHES INITIAL VEG. STORAGE = 1. 0531 INCHES INITIAL SNOW WATER CONTENT = 0. 0000 INCHES • INITIAL TOTAL WATER STORAGE IN SOIL AND WASTE LAYERS 26. 8200 INCHES SOIL WATER CONTENT INITIALIZED BY PROGRAM. CLIMATOLOGICAL DATA SYNTHETIC RAINFALL WITH SYNTHETIC DAILY TEMPERATURES AND SOLAR RADIATION FOR DENVER COLORADO MAXIMUM LEAF AREA INDEX = 0. 00 START OF GROWING SEASON (JULIAN DATE) = 123 END OF GROWING SEASON (JULIAN DATE) = 234 • NORMAL MEAN MONTHLY TEMPERATURES , DEGREES FAHRENHEIT JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC 29. 60 31. 70 37. 40 47. 00 56. 80 66. 30 72. 10 70. 10 61. 50 50. 20 36. 30 29. 70 -4 - AVERAGE MONTHLY VALUES IN INCHES FOR YEARS 1 THROUGH 20 r • JAN/JUL FEB/AUG MAk/SEP APR/OCT MAY/NOV JUN/DEC PRECIPITATION TOTALS 0. 38 0. 30 0.99 1. 52 2. 64 1. 67 1. 13 1. 04 1. 49 0.77 0. 52 0.52 STD. DEVIATIONS 0. 26 0. 18 0.46 0. 76 1. 65 0. 88 0. 68 0. 60 0.92 0.62 0. 38 C. 27 RUNOFF TOTALS_ 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 STD. DEVIATIONS 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 0. 000 EVAPOTRANSPIRATION TOTALS 0. 331 0. 339 0.610 1. 478 2. 014 1. 718 1. 140 0.981 1. 186 0. 765 0. 555 0. 417 STD. DEVIATIONS 0. 140 0. 131 0.439 0. 632 1. 249 0. 958 0. 728 0.587 0.684 0. 490 0.326 0.222 LATERAL DRAINAGE FROM LAYER 2 TOTALS 0. 0209 0. 0178 0. 0183 0. 0171 0. 0188 0. 0215 • 0. 0237 0. 0240 0. 0227 0. 0231 0. 0220 0. 0217 STD. DEVIATIONS 0. 0204 0. 0184 0. 0200 0. 0185 0. 0176 0. 0162 0. 0172 0. 0175 0. 0169 0. 0175 0. 0178 0. 0192 PERCOLATION FROM LAYER 3 TOTALS 0. 1002 0. 0877 0. 0931 0. 0953 0. 1020 0. 1035 0. 1063 0. 1055 0. 1046 0. 1089 0. 1045 0. 1072 STD. DEVIATIONS 0. 0180 0. 0204 0. 0243 0. 0179 0. 0138 0. 0067 0. 0093 0. 0117 0. 0047 0. 0032 0. 0054 0. 0080 *********************************************************************** AVERAGE ANNUAL TOTALS & (STD. DEVIATIONS) FOR YEARS 1 THROUGH 20 (INCHES) (CU. FT. ) PERCENT PRECIPITATION 12.98 ( 2. 416) 8113. 100. 00 RUNOFF 0. 000 ( 0. 000) O. 0. 00 EVAPOTRANSPIRATION 11. 531 ( 2. 163) 7207. 83. 84 LATERAL DRAINAGE FROM 0. 2515 ( 0. 1919) 157. 1. 94 LAYER 2 ePERCOLATION FROM LAYER 3 1. 2187 ( 0. 1086) 762. 9. 39 CHANGE IN WATER STORAGE -0. 021 ( 0. 771) -13. -0. 16 - 5- • SEIM *********************************************************************** SPEAK DAILY VALUES FOR YEARS 1 THROUGH 20 (INCHES) (CU. FT. ) PRECIPITATION 2. 13 1331. 3 RUNOFF 0. 000 0. 0 LATERAL DRAINAGE FROM LAYER 2 0. 0021 1. 3 PERCOLATION FROM LAYER 3 0. 0038 2. 4 HEAD ON LAYER 3 4. 3 SNOW WATER 0. 53 334. 1 MAXIMUM VEG. SOIL WATER (VOL/VOL) 0. 4656 MINIMUM VEG. SOIL WATER (VOL/VOL) 0. 1324 *********************************************************************** *********************************************************************** FINAL WATER STORAGE AT END OF YEAR 20 LAYER (INCHES) (VOL/VOL) 1 __- - --x-2712- 2 1. 40 0. 1166 3 15. 48 0. 4300 SNOW WATER 0. 00 *********************************************************************** *******************************************************************.K:k** r • • AX k1 y*Wi*A,iGI�`K****.K;Y;:t******rnfl..****d:LX:*VDt X'rny..***t +# rfl: w 'k :** ** .**;O4**..*****?;****#tt*. !ykk:S4*-4:trn* 'k**r..WOr*`,:.*`:1#*Y,.tt$4X.Jk#•i:M*.*..-,.g3;* 'A'_J ='l(4 WASTE .VnJs .7:'....:.: D!dru N.i .24SF "F-F" FINAL :0'JER F.SC:F.Lc CN = 85 ET = 24 6 LAYERS ******.************************Ault************************************** ****************ntior***t*************W.***********t**W.***t*************** FAIR GRASS LAYER 1 VERTICAL PERCOLATION LAYER THICKNESS = 12. 00 INCHES POROSITY - 0. 4630 VOL/VOL ill!LD CAPACITY _ 0. 2320 VOL/VOL TING POINT 0. 1157 VOL/VOL TIAL SOIL WATER CONTENT - 0. 2320 VOL/VOL SATURATED HYDRAULIC CONDUCTIVITY - 0. 001109999954 CM/SEC LAYER 2 VERTICAL PERCOLATION LAYER THICKNESS = 12. 00 INCHES • POROSITY = 0. 4790 VOL/VOL FIELD CAPACITY = 0. 3714 VOL/VOL WILTING POINT - 0. 2505 VOL/VOL INITIAL SOIL WATER CONTENT = 0. 3714 VOL/VOL SATURATED HYDRAULIC CONDUCTIVITY = 0. 000024999999 CM/SEC LAYER 3 VERTICAL PERCOLATION LAYER �CKNESS 12. 00 INCHES T6ROSITY - 0. 4219.. VOL/VOL FIELD CAPACITY = 0. 3412 VOL/VOL WILTING POINT - 0. 2505 VOL/VOL INITIAL SOIL WATER CONTENT = 0. 3412 VOL/VOL SATURATED HYDRAULIC CONDUCTIVITY _ '0. 000001250000 CM/SEC -7- LAYER 4 VERTICAL PERCOLATION LAYER = 120. 00 INCHES THICKNESS = 0. 5200 VOL/VOL • POROSITY 0. 2942 VOL/VOL FIELD CAPACITY 0. 1400 VOL/VOL WILTING SOINT - 0. 2942 VOL/VOL INITIAL SOIL WATER CONTENT = 0. 000199999995 CM/SEC SATURATED HYDRAULIC CONDUCTIVITY - LAYER 5 LATERAL DRAINAGE LAYER THICKNESS 12. 00 INCHES _ 0. 4370 VOL/VOL POROSITY = 0. 0624 VOL/VOL FIELD CAPACITY = 0. 0245 VOL/VOL WILTING POINT - 0. 0624 VOL/VOL INITIAL SOIL WATER CONTENT 00 _ 0. 5799999926 CM/SEC SATURATED HYDRAULIC CONDUCTIVITY = 0. 00 PERCENT SLOPE = 550. 0 FEET 1. 50 • DRAINAGE LENGTH LAYER 6 • BARRIER SOIL LINER THICKNESS = 36. 00 INCHES 0. 4300 VOL/VOL POROSITY = 0. 3663 VOL/VOL FIELD CAPACITY = 0. 2302 VOL/VOL WILTING POINT - 0. 4300 VOL/VOL INITIAL SOIL WATER CONTENT = 0. 000000100000 CM/SEC SATURATED HYDRAULIC CONDUCTIVITY - GENERAL SIMULATION DATA = 85. 00 SCS RUNOFF CURVE NUMBER = 7500. S9 FT TOTAL AREA OF COVER _ 24. 00 INCHES EVAPORATIVE ZONE DEPTH = INCHES UPPER LIMIT VEG. STORAGE - 11.1. 3040 3040 INCHES INITIAL VEG. STORAGE = 0. 0000 INCHES INITIAL SNOW WATER CONTENT - INITIAL TOTAL WATER STORAGE IN _ 62 868D INCHES SOIL AND WASTE LAYERS - • SOIL WATER CONTENT INITIALIZED SY PROGRAM. p- • CLIMATOLOGICAL DATA • SYNTHETIC RAINFALL WITH SYNTHETIC DAILY TEMPERATURES AND • SOLAR RADIATION FOR DENVER COLORADO • MAXIMUM LEAF AREA INDEX = 0. 00 START OF GROWING SEASON (JULIAN DATE) = 128 END OF GROWING SEASON (JULIAN DATE) = 284 NORMAL MEAN MONTHLY TEMPERATURES, DEGREES FAHRENHEIT JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC 29. 60 31. 70 37. 40 47. 00 56. 80 66. 30 72. 10 70. 10 61. 50 50. 20 36. 80 29. 70 *********************************************************************** AVERAGE MONTHLY VALUES IN INCHES FOR YEARS 1 THROUGH 20 JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC • PRECIPITATION TOTALS 0. 38 0. 30 0. 99 1. 52 2. 64 1. 67 1. 13 1. 04 1. 49 0. 77 0. 52 0. 52 STD. DEVIATIONS 0. 26 0. 18 0. 46 0. 76 1. 65 0. 88 0. 68 0. 60 0. 92 0. 62 0. 38 0. 27 RUNOFF TOTALS 0. 000 0. 000 0. 000 0. 00: . 0. 049 0. 001 0. 003 0. 000 0. 002 0. 001 0. 000 0. 000 STD. DEVIATIONS 0. 000 0. 000 0. 000 0. 032 0. 132 0. 002 0. 009 0. 000 0. 006 0. 004 0. 000 0. 000 EVAPOTRANSPIRATION TOTALS 0. 425 0. 385 0. 628 1. 460 2. 276 1. 865 1. 258 0. 967 1. 344 1. 028 0. 669 0. 492 STD. DEVIATIONS 0. 178 0. 143 0. 480 0. 644 1. 326 1. 002 0. 747 0. 670 0. 718 0. 547 0. 324 0. 225 LATERAL DRAINAGE FROM LAYER 5 • ® TOTALS 0. 0010 0. 0009 0. 0009 0. 0008 0. 0007 0. 0006 0. 0005 0. 0004 0. 0003 0. 0003 0. 0002 0. 0001 STD. DEVIATIONS 0. 0045 0. 0039 0. 0040 0. 0034 0. 0032 0. 0027 0. 0024 0. 0020 0. 0015 0. 0012 0. 0007 0. 0003 -R- PERCOLATION FROM LAYER 6 • I • TOTALS _ 0. 0337 0. 0301 0. 0328 0. 0314 0. 0321 0. 0308 0. 0316 0. 0313 0. 0301 0. 0308 0. 0296 0. 0303 ® ' STD. DEVIATIONS 0. 0246 0. 0215 0. 0235 0. 0225 0. 0231 5. 0221 0. 0226 0. 0223 0. 0214 0. 0219 0. 021.1 0. 0216 ********is*****K*Mc:lc:lc*K:K:K*****:K****:I***'K*****:Ic**************flu****M***:l* ****************************************************:K:k*******:K*******:K* AVERAGE ANNUAL TOTALS & (STD. DEVIATIONS) FOR YEARS 1 THROUGH 20 (INCHES) (CU. FT. ) • PERCENT PRECIPITATION 12. 98 ( 2. 416) 8113. 100. 00 RUNOFF 0. 064 ( 0. 132) 40. 0. 49 EVAPOTRANSPIRATION 12. 796 ( 2. 430) 7997. 98. 58 LATERAL DRAINAGE FROM 0. 0067 ( 0. 0297) 4. 0. 05 • LAYER 5 • ' PERCOLATION FROM LAYER 6 0. 3747 ( 0. 2678) 234. 2. 89 CHANGE IN WATER STORAGE -0. 260 ( 0. 606) -163. -2. 01 ® **************************************x******************************** • ***********************************:K**tic*********V�*:K*****:k******:K****** PEAK DAILY VALUES FOR YEARS 1 THROUGH 20 (INCHES) (CU. FT. ) PRECIPITATION 2. 13 1331. 3 RUNOFF 0. 493 311. 6 LATERAL DRAINAGE FROM LAYER 5 0. 0007 0. 4 PERCOLATION FROM LAYER 6 0. 0035 2. 2 HEAD ON LAYER 6 • 0. 7 SNOW WATER 0. 53 334. 1 MAXIMUM VEG. SOIL WATER (VOL/VOL) 0. 3432 • MINIMUM VEG. SOIL WATER (VOL/VOL) 0. 1930 ********************************************************************W:K* to *********************************************************************** FINAL WATER STORAGE AT END OF YEAR 20 • LAYER (INCHES) (VOL/VOL) 1 2. 07 0. 1723 2 3. 36 0. 2798 3 4. 21 0. 3306 4 28. 85 0. 2404 5 0. 75 0. 0624 6 15. 48 0. 4300 SNOW WATER 0. 00 *********************************************************************** *********************************************************************** • • it- / APPENDIX D VOLUME ANALYSIS • • WARZYN ENGINEERING INC. MADISON, WISCONSIN SY 7��y OATE-SL�.a0 SUBJECT,2. LJelrC-LNRV-SZateS-- SHEET NO.2__--OF_t_ — CHM. BY" — OATEait`ihn Alc.,� 7' ��tA�t�_ .�r JOB NO �� ^-,✓ ZS O Caer ac G sue. f/e4 okweS • 0SJecrive bereotenaJe Yo wow es�/YA•re4S�..\\Q4.4JriT,ess, arc dece .oty FOAe 77,4a. C.-se roe/44raw of (.3C ,vd T.onJ /teAe.4T /*resat CJc1.o,)T»•s euer.E" e..)EVes.cfrEd '` �s/a4" 7,-(E 644.Xerl- -�iK.co.eo 9/�/ Cow/pure4 .4A/.6U/6/r��nz/A.JG • Tamer 491247454-cneze be Ve c..es e a /�Ro.�.. .Q.J offRe24 �� rGRAM 6.0 Tel e WIT Vacuo»ES Lakez.o/pED er L/s/Aac Se&ies of CAeos s Sec neA,5 714r H�204 iarouGAI rste /✓Aptafrch0 .2 F�.++--4- c_ "Idea /Cur ":4242.4o �T fiooabPA2447,2 74J7e•eVethS. Ter C.. nelpuTe oc. T.,�eAJ� eY z/Sp34 7,74/e Ase.402 4e Ea4 Arai nkr7WOID! AA+h L e5J'AAJGe 8en4JeeAJ ST.M°AJS) Cewn/pc..TeS •4 • ✓oeuM e=. Satfriba4 re e...iT,a/es /AJTo 7/e. Ce.i/o..TeAe oie 7J/€ Ex/s7^.J4 GAeou,..O ,�`AA taP4ce) 84se a2Abei , /z- 'Abel oe einfeAe Sumpac rc GGvcJ S T7/e ecvnie TeAe To A feccar Wreen., 7ocerelete ANC) G•»fred7S. Coaes/aa.JD/AJC a7- .4A)o R¢'AiT - czars /n10 ICATe- Te@ /1ru.,ree0.‘ of SecTAOAn / Tf/Q- ST.7.77GJAAJ‘ e:/a awab/ Set"-/04.1 "Lb Co,aeee SA0.aoA.oc Resac.y-s. �o,/fA�r $�. fomir E.x,74- /s S7-acea 0 t /`j e.); " T /YLlC4J VOL UM /C �-�'`'GGUL.QT.OAJS • • .aouuTn tIVGINEERING INC MADISON, WISCONSIN BY '"�� OATEtaig SUBJECT W I.v & �V4vsZtS.L._..-__ CHKO. 13# OATE,he4 SHEET NO.,Z_ GG�. _��1'Q,,\`\ /rQ�i��-s�sl� ''// JOB NO.139'�4 zS • TTY- 107e_G_ .#14"ear Sze' 6-44"" Can?ceret tarn, /oo st7aac.e /OZ .4eRe � 0.0 ,fre, -4...20 .e.. `oc4770.4) (S-e Si414er 4 cyc 9, /YlaX,y+u„n Fit 44/4 r (RFjcd c 7o btac. Gyrwve aC4w n.4) EG ev, ; 5I Se C�.r C�cpr.�s (\\Pdriec aas 6e.,fa4 U.Q.¢sJ i.JG � 40Frd yont_...4 es 4,4 S 4ce 9� 337 0E6, Gy ricca s.r Atie r/, 53'7,Q34 (Seise m (-Seesleer Q v,C c� ) rj^,.o� cu6.e: 450 „ice ,3' _ 45:0X�L43'seorect c 3 e /,i ,t `/¢� cco: . (.4o-lo ScaPc) RG zi� • F.J,a4. es&RAZ C4:/ Sfie) 3y O 4Ce 3 ' .37.0 c 431C44,K 3 X i7 x /.0.t _ /&4 T ,45Z .seoPt FAcrec) ToroL 47y.c Cieee- 3/c,e,Oo -A 44,452- ±tteLla L.•.3�a 77.5 .Qc e 3 ' /. S '70 5colec - Z4-.5" @ @ S:1 S<yee 77,5x .3 x 43, SGd x /47 = .3 75 /0.0 cr ritr z45,c 3 K 43,S142,0 X x /.05 � /2¢, 5259 Cr To a �iar e : 499,Go�j - 497, (ocRcy - W Y� n/� MADISON, WISCONSIN DATES* SUBJEaritt—w�ZC / .ES___ SHEET NO.,� oR� CHKO. BYor OATEa./�ZQ �__�4Ctit2_4si�-ami- JOB NO._StFLS/L2 C _.ws narkatar_ICat.44st s • Gx ra edu.e 4144 Al/Car /2" �si e.J, 6G. 4..tte r o f C.2e/,Carte Des/-A bare : m 57-Ae_ f(/R SfrKE - - �ynwwJ. UGw J. r = 1,, 337,34 - 499,O52-&As-34 = g G74 4¢g 47: e Clac.4f4r4o;44.7(6_l� : /z3$, 77e /ey '/7 (5,0.9/,:448) reeFusa Le.„.." 7 43z/G7o'c)r ac MAWS* /REfriiSC 70 /4.-pwr 14747e wt • • Cir aret7,0C. : 4 a si 7O'4 ' cy To ,C5. .se (AC or A/Pi S e 49, /Goy! ' cY To Scentne sAtQer G of 9 .5/ &s 3 /3 cy c4,,T Excess /YTaxr.e 4.: 47/95-,3/3 (7Zre Car rra BG G)rscoscd /, tis, 77$ ao..ec nsq refiat of a.) Werleaa/ 798, 924 l5�7o J/=.‘i,�e24 btixi� S/Ge) 3 /57/ C.07 er excess- -"flit .ac / esdec -"049-4Pe/.cam $cB.v.e,Low../ Tr4re_ _ / Z3&, 77$ Cy op Cues ` r - .SiO// 95-70 /S d3t.cy G.ovCC S o ' "^J7.r-wret/•►ra- ave4 9S°7o o /,a 3a17'72 = /7/ 74, 2.59ey 6.4.47. Sqo or 4aSk,772 = C/ 93? ". %�7ee.0+eo.i.7e Luse T e Sez "''7 $e �o.�se.ev or de/ Seri- %s/eae /S /Axe /tiG►.0 ax,04 4/ /17sTEai4L �.¢ ✓E.e_ •• ¢-9 • SMEc=Fa COisii=••Li i al CJi�i$ wFar.:2"r hi tivv3iKi=a cIi•iu • USER INITIALS: • 1 UI'I DATE: 5-9-90 *PROJECT INFORMATION* *INITIALIZATION LMTF1* PROJECT NAME: DACONO MORZ. SCALECFT/IN) : 200 PROJECT NUMBER: 15951.25 VERT. SSCALEiFT/IN) : 200 PRECISIONM : 95 AREA 11D. : FILL AREA AREA(SI)m 111.2%15 AREA(SF)* . 4.450652E*6 AREACSY)* - -rr- MMIMLRES)r 1G2. 178 . •NRCA IL. : EXCESS SOIL AREA MMW.4%SI/m 66.04i7 AREA(SFim 5.52166CC•6 i1 SY)* 5912.96 MREACACRES)* OV.OMO A1 EdG C-SS �,tC•l /.J .44es • FILE NAME : DACE5NEW • IDENTIFICATION NEW EXISTING GRADES FOR OPT. 5 a 1 s 200 ' _ BASELINE POINT 1 0 NORTH 0 EAST BASELINE POINT 2 4000 NORTH v EAST THE iUHBER OF SECTIONS i5 17 • . SECTION ti,, STATION, NUN r•TS CU7" 7. SSE Ga oaes Sec-no,,,s i 0 2 2 65 16 3 475 17 J2J 16 5 455 20 6 654 24 7 655 21 ' 8 1090 i7 • Y 1300 14 10 /525 13 11 • /765 13 12 2040 11 1 2320 9 14 2390 6 15 3000 6 16 J�vv 7 17 3260 7 riwrub u 5EL i IuN • FILE NAHE : DACB5NEW IDENTIFICATION NEW SASE GRADES FOR OPT. 5 0 1 iN 200 ' • SECTION *,STAT I Oil,NUM NTS 1 0 a . 2 65 10 3 135 19 4 325 26 5 4JJ 15 6 650 14 7 855 13 8 /090 i2 9 1300 12 10 1525 12 11 1765 11 12 2040 10 13 2320 lei 14 259v Y . . 15 3000 Y 16 3200 9 17 S2r,v s VOLUMES BETWEEN SECTIONS CUT VOLUME C.Y. FILL VOLUME C.Y. 1 TO 2 -12136 1512 2 TO S �r FaoM Ex"is Ti.+G • -62596 1766 GA4e5 /0 ♦ygSC S TO 4 isz-4,pes -362706 413 4 TO 5 -546315 0 , 5 TO -555499 0 6 TO 7 -330890 0 7 TO 6 -510967 V 6TO9 -562022 0 9 TO 10 -505015 0 10 TO 11 -344164 0 11 TO 12 -. _ - --i537000--- _. 0 ..._ - _ __ • 12 TO 13 -28665 0 13 TO. 44 -224120 0 14 TO 15 -259150 0 s 15 TO 16 -97594 0 16 TO i7 -22042 • TOTAL VOLUME CUT FROM SECTIONS 1 TO 17 IS -4.695704E+6 CUBIC YARDS TOTAL VOLUME FILL.FROM SECTIONS 1 TO 17 IS 5695 CUBIC YARDS THIS IS BAND YARD MEASURE NOT ADJUSTED FOR SHRINKAGE/SWELL II 154114 707- cy- C"r let", ex is r„j< Ga,.aas 7' Bas- 1 . a° SJ 7/9 FILE NAME : DACb3NEW IDENTIFICATION NEW BASE GRADC7 FOR OPT. 3 % 1 • 200 ' BASELINE POINT i 0 NORTH 0 EAST • BASELINE POINT 2 4000 NORTH 0 EAST THE NUMBER OF SECTIONS IS i7 • SECTION *. STATION, NUM PTS Serio d 5 p'o e To7`.a� 4bR 5 aG . 1 0I°4cc co.., 10 •4LG.JG 4T/e j 3 133 19 % 325 26 • J 433 13 6 630 14 • 7 833 13 . • B 1090 12 9 1300 12 10 lNw3 i2 11 176.3 11 12 040 10 1" 2320 L0 14 2590 9 • 13 3000 Y 16 3ilJll y 1 3280 .4, PROPOSED SECTION FILE NAME : DACF3NEW • IDENTIFICATION NEW FINAL GRADES FOR OPT. J 3 i a SECTION *,STATION.NUm PTS 2viv 1 0 w 65 6 3 133 a , 4 323 i3 D. .J 431 9 6 650 iV ` 7 6J.., 10 b i050 10 9 1300 10 10 1525 10 ii i76J ii 12 =0411 ii la 2320 1i 14 .......0/0 1i 15 3000 ii .. • 16 3200 4 . 17 3280 4 VOLUME6 BETWEEN SECTIONS CUT VOLUME C.Y. FILL VOLUME G.Y. i TO __ -1240 10615 Terreic Qtc 4. au h, 75PACe Ces4eat.C77,0A/ -29etl5 997447 3 TO 4 -4531 567561 4 TO 5 O. 529632 • J au 6 O 631342 6 TO 7 O 824696 7TO6 ✓ 662266 6 TO 9 ✓ 734651 9 TO 10 • 6 738117 40 TO ii b 741196 it TO 12 G 795362 i2 TO 13 ✓ 742659 13 TO 14 O 647269 i4 TO 15 L 656234 45 TO to O 266613 16 TO 1.7 C 3871.2 TOTAL VOLUME CUT FROM seCTIONs i TO i7 Is -6757 CUBIC YARDS TOTAL VOLUME FILL FROM SECTIONS 1 TO 17 Is 9.337036E�6 CUBIC YARDS THIS 'lA OFII`IIl YARD 1'IEIMSL7h(C NOT ADJUSTED FDIC j1\R INKAnC%SMELL / VI • EZNFk l i4Lru Fcit C:C3PjF^i..j inN-rlr 1.445 wgGKarYi-i EENKSINMEEFUNKS INK:- USER INITIALS: TDri DATE: S-i0-90 • *PROJECT INFORMATION* PROJECT NAME: Dli(.OIVO *INITIALIZATION DATA* PROJECT NUMBER: t 2.3 DRAWINGSCALe iFT%iivi SS9Ji.L5 2VV VOLUME TYPE: AIR SPACE STATION AREA(SF) DISTANCE OTT) Vvi UME(CY) 0.00 0.00 L65.V0 i2682.66 ao5.GV Sr�753 29v.v0 125.00 72979 . . 16644.157 r 2.1-r./517. 415.00 X297 . 56 705.00 .45 • i+i5.VV 520.00 65916S vSS5T.66 i555.00 42SAS. iO SSv.OV 4YYiVV 17$O.VV43245.3i 175.00 - .5.-- 4'd"�'^' 5• 2055.1511 ZiIJbY.4V 525.VV 459".30.7 .e..1.0.6.VV 'lr • i07.VV -r-- i5644.96 t1257�y 2565.VV 20S-VV i74`S 2Vt z.4a 2540.00 ` .71559. 5T 1775.00 ibYbY5 2760.00 3,30.74. 9422V.VO 26.5452 2930.00i70.00 3856.5. 7.5 i7V.00 ` • � • � 4{...s .. ai25.00 i95.00 2i7S66 wi746.4S .7279.00 7. iC 1.54.04 620.7.6 • .72.80.001.00 0.00 V TOTAL VOLUMEE(CYi; Z612704 • 3. Cia ? c¢ c. y ExcQss San_ ?w_ «.act - Caj�B /ury • APPENDIX E WESTERN WASTE INDUSTRIES, INC. STATEMENT OF OUAUFICATIONS • • Western Waste Industries 1989 Annual Report • { The Company Western Waste Industries • provides solid waste collec- tion services for commer- cial.industrial and residential customers in California, Texas,Florida, Colorado,Arizona,Louisi- ana and Arkansas.Addi- tionally,the Company provides services in landfill, transfer station and resource recovery. Western Waste does not opere:a any haz- ardous waste landfills, although it occasionally transports hazardous waste for others. Originally established 34 years ago.the Company was later known as Western • Refuse Hauling,Inc.and then WRH Industries.In Revenue by Operations June 1983,the Company Rlseel 7989 offered shares to the public under its new name, West- ern Waste Industries.It current!Y employs approx- imately 1,360 persons. P �4 A,, zz Dusan..,k.. a Ison 7%Dupont w sin's 67%Comm-mat and induetml • ll''estern Wrote fruluvrries Financial Highlights ® sharefigures) Year Ended June 30. (Dollars expressed in thousands,except per1988 1989 %Change 5112,798 5143,131 +27 Revenue 102,8!8 125.798 +22 - Costs and expenses Income from operations 9,920 17,333 +75 Income before income taxes 9'548 11,794 +24 5,633 6.958 +24 Net income Net income per share 1.12 1.32 +18 139,423 160,359 +15 Total assets Total long-term debt 55,946 67,020 +20 Shareholders'equity 54.884 64,703 +18 r_ Western Waste Service States nram I I ssss a..7 I' . Colorado Florida Mnone Louisiana v ® California Arkansaa Terns I -- ..mommamminsionniniamena. !lectern Want.fadastrier To Our Sharaholuara The achievements of Western Waste during the past year deonstra � of the waste how responsive the Company is to the vast opportunities waste business. We have continued to expand our collec- tion service business, broadened the services for the construc- tion sector, developed landfill opportunities and emphasized recycling programs. Revenue for the year ended June 30, 1989 increased 27 per_ - cent to $143,131.000. a new record for the Company, from $112,198,000 a year earlier. Net income was up 24 percent to Q i v $6,958,000 or$1.32 per share, $1.12 per share. ' a compares with$5.633.000, or r.� m the prior year. / ruins in the fourth quarter continued the growth trend evi- denced throughout previous periods in the year.Revenue rose to $38,821.000,a 27 percent improvement over$30.519.000 in the same periodlast year.Net earnings were$1.860.000 or S.35 per • eh p percent from$1,147, ti 000 or$.22 per share. in the same period a year ago. In the correeponding period of 1988, a gain from an w year, of property and anticipated expenses relating to tben- pending litigation were recorded. We settled this litigation ing the pastter.and these settlements were all within the range nllteeuNye CalemlNee, Foreground leh, previously estimated. Savoy Tutenklee, Kenn Shlrvemom Over the Our Company's growth mar from been fueled years as pri_ _ Richards NW,.Jr., nl�y�'acquisitions and an in creamed contracts. D Creestd number of municipal Tim- John W.Simmons and During the year, an acquisition involved ,-. Thomastnnonsmi poration which J-Jon Cor- provided us an entry into the Phoenix and Tuc- son. Arizona market. The Company also expanded its base in Shreveport, Louisiana through an acquisition which places Western Waste as one of the largest collection companies in the Yet acquisitions are—and will continue to be—only a part of our growth story. A particular source of pride is the long-term relationships Western Waste enjoys with various municipalities and public agencies.Over the past P Year,ten new collection con- tracts were awarded to Western Waste,bringing to 60 the total number of long-term contracts which the Company has with municipalities and public agencies in our major markets. Our success in working with these communities invariably repre- sents the most effective method to add public new municipalities agencies to our customer list. - Although the collection side of our business u sub- stantial historical base for Western Waste. ae�d remains a strong area,perhaps the greatest incremental future growth for •Success with past integration of recycling programs in exiat- t e Co' ithmpany will come from disposal operations. This coun- ingoperations. try's shortage of landfills becomes more severe daily.The oppor- With such opportunities, there are invariably challenges. tunities exist for those companies which can establish the Management is currently exploring financing alternatives for groundwork necessary to develop and manage landfills. We the unprecedented expansion period we are entering. expect Western Waste to be a major participant in developing Greater waste volume and fewer disposal sites have created a landfills within its existing markets. For example, our highly national crisis.The privatization of waste collection is expected successful partnership with the county of Riverside,California, to continue,as more municipalities and public agencies recog- in developing the major El Sobrante landfill is a model nize the cost effectiveness of private companies such as Western of the type of planning and coordination needed to fulfill a Waste handling these services. Resource reduction, recycling critical need, and other alternatives mean more opportunities for a well ca pi- Moreover,we have added approximately 80 acres during the talized waste company. At the same time. these opportunities past year to expand the existing landfill in Conroe, Texas, and may force further consolidation in the industry. Our industry are also in the engineering phase to add significant capacity to must be more efficient and sophisticated to meet the complex - El Sobrante. The Company has two operating contracts for demands of today's environment. landfills in Arizona and Florida and is actively seeking other In summary, our future is exceptionally exciting. This is an similar opportunities.Last but not least,several potential land- enormous industry, estimated at $20-25 billion and growing fill and transfer station sites have been identified throughout annually 15 to 20 percent. Western Waste, already a leading our operating network and are in an early evaluation stage. participant, has the necessary resources—operating experi- key component in the disposal issue confronting our society ens:, management talent, financial strengths—to remain one cling. Clearly this is one of the most viable solutions of the fastest growing solid waste management organizations. relating to shrinking capacity and the growing volume of waste. Of no less importance,of course, are the devoted employees of Western Waste has been involved in recycling programs for Western Waste. It is their performance and dedication which many years, beginning with a recycling center in Redondo have established the Company as a major force in the waste Beach,California almost a decade ago.We are providing impe- industry. tus to recycling efforts throughout our operations, in keeping We are confident that our growth oriented style and firm with our social responsibility and sound business practice. commitment to provide quality service for our customers will These efforts have included recycling programs ranging from result in even greater rewards for Western Waste in the future. roadside containers throughout Brevard County. Florida to Sincerely, mobile buyback centers in Inglewood,California. The waste industry, always relatively stable and recession ��.� ' resistant,is now widely recognized as a growth business.We see Western Waste as extremely well positioned to participate in this Kosti Shirvanian inevitable industry growth.Our considerable strengths include: President and Chief Executive Officer •Established reputation and expertise in residential, com- mercial and industrial waste collection,enabling the Com- pany to capitalize on the growing trend toward privatization October 12, 1989 of municipal services; allPresence in key growing Sunbelt markets; Proven experience in landfill development, management and operation; • Ability to sustain profitable growth; 3 -00e "' • A a cal • • ; - - ._ n r • • • • • • • • • • • alill • ++ew' 11 , I • -. r p } _ . iI, I • ; ya C P Western Waste Industries R•v l•w of O p•r o t l o n s arm Over the past 34 years, Western Wastes operations have ion a:Sr nay spans expanded significantly from waste hauling for a single Southern 400,000 residen- tlal,commerclal California municipality to a diversified company providing and Industrial cus- tomers inSwan waste collection and disposal services to more than 400,000 states.stain& +Mere off Giant customers in.sewn states. equipment enables the Com. A major portion of the Company's revenue has historically patty te provide cost ettective been derived from collection and hauling activities. In fiscal servk•toa Revenue diverse customer srso�..Mi. 1989. these accounted for approximately 90 percent of total base ranging from a fatal sear. revenue. However,disposal operations,which include landfills .fora to hundreds of apartment and transfer stations,have gradually increased their contribu- dwellers owl oven 7 on Island oll rig In tion to revenue and earnings, consistent with managements Long Booth,Coll- font long-term growth objectives. pony recently added fencing Working in an environmentally-sensitive industry, Western and portable tol- fl lets to the prod- Waste has always taken its role seriously as a good corporate wets and services It provides. citizen for the communities it serves. Within each of its two business classifications—collection and disposal—the Com- pany has maintained a positive reputation for service,recycling, source reduction,cleanliness and a healthy respect for the envi- • — ronment. This Annual Report attempts to photographically depict Western Wastes commitment to managing waste and o- other associated issues confronting our society. _M i—'-- Collection Services se, 86 s^ ss so Privatization of municipal and public agency waste services is not a new tend, but one that continues to accelerate. Western Waste has grown with this trend, effectively demonstrating to °panning Income s Tsou..s& municipalities and public agencies across the country that pri- vate business can manage waste collection more efficiently than the public sector.alertill Western Waste currently has long-term franchise contracts with 60 commtmities,spanning commercial,industrial and res- idential customers. Approximately two-thirds of the Com- pany a collection business is derived from commercial and industrial with the balance from residential clients. One of the ICompany's strengths has been its long standing relationships with municipalities and public agencies,are reflected by its suc- cess in renewing contracts. In fiscal 1989,for example,Western Waste was awarded every • contract up for renewal with growing communities in Califor- nia,Texas and Florida.Among these were multiyear contracts o- ti P _ P — renewed with the cities of Inglewood and Carson.California for 85 as s'; se, la an aggregate value in excess of 850 million, In addition, the 5 I 74"1.1r1 _ . .. f s ,}Zr4 W �{ fr e w % { �} 'G ° rte - Fi • '�j ...• ol ' y w.• . ,� = ti .. ! } 4 h. - .!i . v Ai I r' h41• W1 -K jAcj+ ��"^ <wi j'�4�iA gOIRSIr :it f`r , 14 rim r. 4 .�, firfii hh]hP�°�� y" 1.�� t � �, L ��, S s, I * tr x r • r• e, • y. .i'�i, , pay d , _"" - '� r K /� • , r�.., c,' - , * rC 4. .' r .. �w �, [� I Jai t r.C� . " n /y s ` �'•{ +" r' 7:-2P 'w+if +n•$ r ._ - 'n - ..4", J` ` '' Y } t1l 1j *' 1 ,. ttL'f t , •' JV ' ,��. x • r +` ti. /.,' t ..`„ y1. +,•t- ....tic'," ,1 _.� .a1 its • �'ti w < . �w1•I' • 0..„4,4 Yfr. •+�tP .til i s E t �• 1 F ti ,/ • �( .i �, ��, ir e ` rye, •_~ �$ "�' za � -+' #1 to , ' !, A.j, , } •' t• Nt' •T ry fit.+, �, k w• ,,c," t , i so .�.:Lic N.# �� '._•4,vr ��" <a�1,prisrtT #� ' ♦ �� r ,A t�) i � /•�•^lr � o lei •°.:.N. ;c- !� S ) _ j . �, r° i ( ?.0,, attetZ.Vit p 3 J." i (G _ 8 + pp . ,r 8 :1J,:4414-.'.. \ 'IS I,:^t / if . } bI�ti',I` .V` '� 'y, ` • - � :111 4u 4 F'ri C.. , . J,A 'k' k Y. S.All v t� r _, .�`• : +-.. ,� p it t 'kj r iq 1� �fts..�._ r•..- illa ' Fr e..M I. • 4 ,yy • ' ::%1:.;.' AS i,., y i r �!. ' l •. e •"r t'. w44' . !^ x�"- ` '� a `�`N y.w (. �J.�� ?. i sti7�" ,.a y ` 1. 1� •'- „kip RM1. , r t �• �• 7' / � R. ' '1 i r,-4441::' f a y, _,•� , !�' ,\4:10 \ DRUGS" , r a� y%: e, ,'tai x. .y�.. t, is„li<^�. 't I , GARBAGE a;. ti'' " � ' t r w v R , i 4k k 4 lii f. f1�1!- ( ' -- -._ -T _-._ `\ Mi �I..z ► l) r7f rt -.�'}. l opere- Company received the necessary permits to operate in previ- �i wpre rented by landfills ously restricted areas of the rapidly growing Riverside,Califor- and transfer sa- Hons,constitute a nia market. males area of future growth for The Company prides itself on the ability to meet unique Western waste. Its successful customer needs, whether through its efficient computerized development end me memof routing procedures, customized equipment for apartment landfills Iw five saws,Inrludina dwellers,special equipment to service the construction business, the award win- Not Income MTH)II arenas s moo,..�� or even servicing an offshore oil drilling site.Its diverse base of (overview shown at left),and elm customers range from shipyards and restaurants to railroads Company'■eMes- sive use of Its and oil refineries. transfer station In Corson,tallier. Acquisitions have accelerated Western Waste's growth in col- **,underscore Western Wawa lection services. During the past two years alone, aggregate experience and expertise in help- annual revenue has increased more than 818 million through Ina,neet the notion's crltkal acquisitions. These have included operations in Tucson. disposal needs. As an example, Arizona;Shreveport,Louisiana;as well as several in the South- **El Robame land.III,dove- ern California marketplace. The addition of a construction .pod with River- side County, service business early in the year provided Western Waste an Callferna, .mwt.nref lls, entry into the Phoenix and Tucson, Arizona markets. The Is recognized on e medal combine- Company has expanded this base to include collection services puITand f bush,.... in both markets. rsh Ip Western Wastes collection markets posted increased revenue •R .t .4 6 in 1989.Profit margins improved as well,which were a result of N5 116 8: 88 e9 operating efficiencies and price increases. Disposal Operations The rapidly shrinking landfill capacity throughout the country Shareholders'Equity s Thousand, has created considerable opportunities for landfill operators and developers. Western Waste expects landfill ownership/ management to be its fastest growing business sector and has allocated considerable resources to foster such developments. The Company's strategy includes expansion and upgrading of existing sites while exploring for additional sites. Five landfills are currently owned and/or operated by West/- ens Waste.In 1989.80 acres were acquired adjacent to a landfill in Conroe,Texas which should increase the service life by about 20 years.Engineering and design work continues on expanding Western Waste's El Sobrante landfill in Riverside County,Cali- fornia. In addition to these company-owned landfills,Western • _ Waste operates landfills in Nassau County, Florida and Mari- '; x '" cope County.Arizona. g g S g 3 85 e6 e; 88 e9 7 liktrnlamelntluatrirs Consolidated Five-Year Summary of Selected Financial Data (Dollars expressed in thousands.except per share figures) 7985 1986 1987 1988 I Operating Results Revenue $69,116 $82,347 $97,926 $112,798 $143,131 Costs and expenses 61,556 72,952 85,341 102,878 125,798 Income from operations 7,560 9,395 12,585 9,920 17,333 Interest expense (3,068) (2,629) (2,902) (4,238) (6,1301 Income before income taxes 4,779 6,751 9,592 9,548 11,794 Net income 2,954 3,881 4,356 5,633 6,958 Net income per share .60 .79 .98 1.12 1.32 Average number of shares outstanding 4,939,000 4,931,000 4,933,000 5,022,000 5,256,000 No dividends have been declared to date. Other Financial and Statistical Data Total assets $77,547 $91,771 $109,564 $139,423 $160,359 Property and equipment,net 48,049 58,086 71,523 86,588 93,235 Total long-term debt 30,574 37,119 44,564 55,946 67,020 Shareholdens'equity 35,357 39,513 44.714 54,884 64,703 Shareholders'equity per share 7.23 8.05 9.06 10.93 12.31 Number of employees 946 1,050 1,070 1,200 1,360 411) ir .sternl$it.etr/ndustrie.% Dnaudlted Selected Ouarterly Date Wolin expressed&thousands,except per than figures) Income from Net Net income Revenue operations income perd iare Fiscal 1988 T First quarter $ 26.588 $ 3.161 $1,377 $ .28 Second quarter 27,243 3.505 1,513 .30 Third quarter 28.448 3.748 1,596 .32 Fourth quarter 30,519 1494) 1,147 .22 $112,798 $ 9.920 $5.633 $1_12 Fiscal 1989 First quarter $ 33,359 $ 3,941 $1,625 $ .31 Second quarter 34,754 4,162 1,676 .32 Third quarter 36,197 4,658 1,797 .34 Fourth quarter 38,821 4,572 1,860 .35 $143,131 $17.333 $6.958 $1.32 to •rnpho■1• Western Waste was one of the pioneers in the transfer station cling ono nitron of concept,providing a centralized intermediate location for trims- the Company's responsibilities as fer of waste to be transported to outlying landfills. Western a corporate citi- zen are evident Wastes transfer station in Carson,California handled in excess throughout Western Wasters of 2,$00 tons per day during the past fiscal year.The Company ape/adores.The Cornpany'■coin. continues to explore transfer station opportunities with various minnow to the communitlosIt communities throughout Western Waste's operating network. serves also Total Assets emends to One These transfer stations should also prove to be useful centers for drug campaigns s'rhou..nA. and support of a recycling operations. nomproflttoun- datlen dlteeted toward helping Recycling Activities youths. The growing emphasis on resource recovery and recycling has crested numerous successful opportunities between Western Waste, municipalities and public agencies. Western Waste has been involved in recycling for many years, dating back to a recycling center started in 1983 that it continues to operate in Redondo Beach,California.Curbside recycling programs have accelerated in recent months in various areas where the Com- pany serves. Late in the fiscal year, thousands of additional • customers were participating in a burgeoning Florida program. Western Waste is also participating in comprehensive public w= a $ $ education s to_ program augment its recycling centers. es sh s- ss 89 Recycling is a key component in Western Waste's objective of integrating waste management systems.Reduction of waste vol- ume coupled with innovative recycling programs benefit the Company,its customers and the environment. Source of Rownuo Dollars Fiscal 1989 Social Responsibility Western Waste has consistently worked in the best interests of the communities it serves but also to a broader social good,The Company is the proud recipient of an award for excellence in operating landfills by the Government Refuse Collection and Disposal Association.The Company has a long history of sup- porting various social causes, including nonprofit, non- denominational associations for youths in the community to providing transportation and medical relief for Armenian and San Francisco earthquake victims.Western Waste trucks carry i%o,h„, signs indicating"Drugs are Garbage"One of the Company's • employees earned the coveted industry association "Driver of 3%Transfer yl.tian. the Year"award. These are only a few examples of the contri- ay tam. butions to which Western Waste is committed as part of its daily business. 90%aubbi.h Hauling 9 ITi,nern Waste,Enduvtriry Management's Discussion and Analysis of Financial Condition and Results of Operations • The following table seta forth,for the nods indicated the periods percentages which items in the Consolidated Statement of Income bear to revenue. &montage of Revenue Year Ended Jam 30. 1987 1988 7989 Revenue 100,0 100.0 100.0 Coat and expenses: Operating 61.7 60.6 62.1 Selling,general and administrative 14.4 19.2 15.1 Depreciation and amortization 11.0 11.4 10.7 Total costs and expenses 87.1 91.2 87.9 Income from operations 12.9 _ 8.8 12.1 Nonoperating income(expense) Interest income 0.3 0.3 0.3 Interest expense Crain(loss)on die 13.01 (3.71 14.31 disposal of assets 10.41 3.1 0.1 Net nonoperating expense 13.1) 10.3) (3.9) Income before income taxes 9.8 8.5 8.2 Income taxes 4.8 3.5 3.4 Net income 5.0 5.0 4.8 Revenue • The following table seta forth the revenue generated by various operations for the fiscal years 1987, 1988 and 1989,and the percentage that each operation beats to the whole. (Dollars in 7&ounanda/ Year Enda(June 30, 1987 1980 1989 Amount % Amount % Amount % Collection: Commercial and Industrial $64,490 6,5.9 $ 74,230 65.8 $ 96,413 67.4 Residential 24,842 25.4 28,097 24,9 32,157 22,5 Transfer station and resource recovery 3,397 3.4 3.241 2.9 4,482 3.1 Diaposal operation 4,399 4.5 6,841 6.1 9.465 6.6 Other 798 .8 389 0.3 614 .4 $97,926 100.0 $112.798 100.0 $143,131 100.0 Results of Operations Revenue increased 27%in 1989 as compared with 15%in 1988 and 19%in 1987,The components of the revenue increase are as follows: lone 30. 1987 1988 1989 Purchased business 1.4% 4.8% 11.9% Price and volume change 17.6% 10.4% 15.0% 19.0% 15.2% 26.9% Costs of Operation Operating expenses,consisting primarily of wages and benefits for operating personnel,insurance costa, disposal site fees and equipment operating costs,were 62%of revenue in 1989,61% in 1988 and 62%in 1987.The primary mason for the increaae in 1989 was an increase in disposal costs.The Company believes that disposal cost increases,which are largely attributable to increasing scarcity of landfill airspace as well as higher costs associated with environmental compliance,disposal site upgrading and landfill closure and post closure costs,are likely to continue in future years.Management believes these increased costa can be recovered through increased prices thereby maintaining operating profits. 'it Selling,general and administrative expenses held flat at$21.6 million during 1989,and increased$7. million(53.7%1 and$2.8 million(24.5%)during 1988 and 1987,respectively.In 1989,selling,general and administrative expenses approximated 15.1%of revenue as compared to 19.2%and 14.4%in 1988 and 1987•respectively.The increase in 1988 was primarily due to litigation costs. Interest expanse increased$1.892.000(44.6%)in 1989. $1.336.000(46.0%)in 1988, and$273.000 (10.4%)in 1987.The current year increase is primarily due to the higher cost of funding and increase in total debt outstanding.Total debt in 1989 averaged approximately$58 million as compared to approxi- mately$52 million in 1988 as Company expansion was financed principally through bank borrowings. While inflation and changes in general prices have had an impact on the Company's operations in the form of higher wages and prices of goods and services,revenue and expenses have been impacted to a greater extent by industry regulatory changes and higher disposal costs. Increased regulations of the waste disposal industry by governmental authorities could increase future operating expenses. If this occurs,the Company anticipates recovery of such increased costa in the pricing of its services. Financial Condition Working Capital At June 30, 1989, working capital amounted to $7,486,000 as compared with $10,475,000 and $7,537.000 at June 30, 1988 and 1987,respectively.The current ratio was 1.3 to 1 at June 30, 1989 as compared to 1.6 col a year earlier.The reduction in working capital is due primarily to the increase in the current portion of long-term debt of$10.5 million related to a credit agreement with its bank. Net trade receivables represent the largest portion of current assets totaling$17,577,000,$12,847,000 and$10,784,000 at June 30, 1989. 1988 and 1987,respectively. Days sales in trade receivables were 39 days for 1989 as compared to 38 days for 1988 and 37 days for 1987.The allowance for doubtful accounts as a percentage of trade receivables was 5.2%and 6.8%at the end of fiscal 1989 and 1988,respectivel Capital Resources The Company had borrowings of$50.500.000 under ita revolving credit agreements at June 30,1989. The unsecured revolving credit agreements provide for loans up to$55.000.000 for the purchase of rubbish companies and capital assets, and for working capital purposes. The interest rate equals the banks'prime rate plus Vs percent on the$40 million line and prime plus 1% on the$15 million line. There are no required compensating balances under this agreement.The$15 million line terminates on October 30, 1989. The Company is exploring various financing plans and anticipates that the new financing will be in place before October 30.1989.Accordingly,the Company has assumed conversion of the$40 million line to a five-year term loan in fiscal 1991. The following table summarizes the dollar amount of capital asset additions by major category: 1987 1988 1989 Land and landfill sites $ 4,233.000 $ 7.514,000 $ 4,245,000 Building and leasehold improvements 2.711,000 3,099,000 1,306,000 • Vehicles 11.818.000 10.015,000 4,879.000 • Containers and other 5.685,000 7,973.000 10.670.000 $24.447.000 $28,601,000 $21.100.000 During 1989 the Company obtained master lease agreements aggregating$11 million for the purpose of leasing equipment from its banks. At June 30. 1989 the Company had used$11 million and has a preliminary agreement for an additional$15 million in leasing commitments. The ratio of debt to equity remained 1.0 to 1.0 for both fiscal years 1989 and 1988. Capital expenditures for fiscal 1990 will be approximately$50 million, The Company believes that cash provided by operations,cash available under proposed credit agreements and access to cash from banks and other external sources,including the public markets,will be sufficient for its financing n..• In recent years the Company's acquisitions have been financed with a combination of cash,notes capital stock.The Company will continue to pursue acquisition candidates if they fit into the appro ate geographical areas and business lines which are complimentary to the Company,and finance e- acquisitions in a similar manner. _ 12 U affi ,t' i s y, INF' k e •,r v.,� x i -ti �' .4L rj7w.� *;9.y5.�..� J[:',3 1 >7 '4C4 P, f 1 '' � � r .5 ; r tIOQ�Od tlR0 6tt t 10 Em.f) Y4357.aoe . , ` 'T5�tdowlsrpdexpreNx r '��i.,tlT000 iO2j878.bA0; _T�798,000 ^"�+ 't "• lttabgsebwmop.r�tSN>� , , ��.S58.Srd09 ;9;.�00.00A -17;t§§a,00F► r}..- { Npboperating'ROM.feVetugl• ;s S . , • - i . Int�t�ootaq . , .�S,OOIf 88!5,400 . 41!3.000 ':i. Tatbi�.c.acp�e . it 902,000) (4.318,060) 46.190,008)isha 4 owls)on alpaNl a!xf4efr n, (876,000) 3y511,000 10t►•000 .notootopentlwtexpeooes l2�t193�U041 .4372.0001 i5�5S9,W6► �* Tnogn�e 6atore�aoomd L 4,593,000 9,54$,000 11;794,000 juetot4e taxes 4,736,000 ,N00 4,886,000 a ldoome i 4 858,000 $ .5,89.000 Y 6,958,000 hl3t lnooroe per ehnie t 48 tl.l2 11,32 r,;' - Y�Y F.,P.�.i7:,Crak.: Cr_ ,.,.� ._ `)tl;h 5. .,:Y� „« a. `y .:ntd r..'' 5- !�']W.. . }"r... ,,;1146.4. ' r ' fir 4r , r SYl 1 ", ,ST ;RY '; 3 .1,4„,;!''''',::9C e: ° n , ty ,I ..- . .1'4'7'1= i Ir 1 . r ��'�l it • (� y:.,�+e.-�.r.�.- :�..__. ,+.- 1 , S 1 V'. ♦ +. , ' 2000).00 3 �7,834,� `• +id tai. ' , ' "00010 1988' ,00810 T989 )G0830.0 19;321000 `c+; 1,3.58,'000 1,721,0°. ,"l'repwitliexist* 5,832,000 7,9.`3,000 t.^ ' Othtentuteni°Ilea 1,763,000 1;943,00e red'ineonse to benefit ,27 22,348400 6.117 OOP • ` `� 'Ibtat rtv[ent asset° 348,000 __46.292,000 �►392,000 " ;-;- Ph:pelY and equipment,qt oast lees et etnnuleted depreciation. ' .. and mnortiration 86,586,000 13,7.85,000 Purchased routee,net - 13;020,000 13,469,000, Goo net 44203,000 &,9834,000 Good°elate _6,244,)00 10,029,000 6139,423,000 8168,359,000 Liabilities and Shareholders'Etpdq . f�tmeat liabilities: ' Current instalments of long-tern debt 8 3,68°,000 8 15,355.940 Accounts Mtrebla 4,034,000 5,335,000 . Aotxned payroll and related aoeUt 1,735,000 2,379,000 Deferred'reve rue 676,000 756 OOO , Other mutant liabilities 6,758,000 5,779, lbial currant lialtilitiee 16,373,000 26,806,1 :`' ., ' long-term debt,excluding aurntut instalments 62.266.DW 54,46.5.000 Other fiebititiee 4,065,000 1,990,Ii0G Deferred income ranee 11,335,000 12;39S,t800 Commitment,and contingencies — — SlMreboldem'equity: C.om n Stock,no par.value; 15,000,000 shares authorised; hatted and cutstanding 5,168,350 Anne'in 1988 grid 5,361,298'iu 1489 24,445.000 27.306.000 lletained earnings �30,d39,000 31,39',000 . , 'Ibtalehembolders'equity 54,984,,000 4,71)::.000 8139,423;000 i►�6py359 0-00 -, - �Meeclrwwnsinanoa.alrwe+UW!/+tArlt�Nt6.►�u.mntw : _`' ti ., i':\ys.--A.,.fc.�,..�to.. I_�A' 'Y$$7��r≥t i ,4iP. ., ,i,a nr.s,K .c.sft'.S:. 4 '"' .v '..�ari3Gkdi .tYs,i,:"L•fm3i.4 .,..s, :.t itq,t'ti; t".,fA..rtOaati •_ L.,.aCls ` �,* ' � {�p�etaltially 1,196S ' ,, A,910,19l1' ��,�GAif , , �' l .00�M gtepit ptade 21,0$1 ' 89$,408 i Ae�a►lone 2,500 40.000 ,.— *. 50,00C �.,836,000 liaison. 30, 19117 4,933.742. ,8X4,906,000 �4tcivi i O�DO' 4,� "' .�nh ieelyd to oonnaetion with: , `:`. Stoat option Picot . 24,642; 354.000 354,000 ioquiettione 209,966 4,183,000 4.183.000 f 8,633,000 5,633.000 Ndtln,00me .��_ _� ._.___..K--�- .- �� 13s►s4ceatJune30.1988 ' 5168.350 824,445,000 830,434,000 fri/ _$84.006 , Stock issued in Connection with: 2240011 ti 401iklpis4 13169 224.000 , ti stock'op i option pe 73,85,3 307.000 — 307.000 , +2". Acquisitions 105.946 2.330.000 -- , 2,330.000 Nerinpoate _. _ — T6.958,000 6,450,1100' $etenee at June 30.1989 -5.361 296 ,,,..i......,...8,27 306 7,397,000 464,7¢3.000 - • ,, ‘..,i,.: � 1 is i '. tl '•`.N. 4 T :.. , '` ng WIR'ItM/Oei.91el4.ssmism/IIW _ f s,. ; ' h` Cti,s1'.11 + " 'r y 11a d,bur't'anh y t 4it".a �L �,.,�t i.1. 11 lYgf' T��__ '717 00� 9SY ^'�.1� �giAN atl6W a +. i; Rq,0-- 6N9,." 348'0 ldtd+t =��OS1#dttoniltutkm •33..08, .196400 `^ .', 'befaFtedlnoat4equw; , . , . ' ' .1,7G2,090 `:1,293.96N SI8,904t 41 ' {#�I►oN•or;'wbatf5ced"1�� y76,00a 1S,S11,0ti01 1206,00ibi, e4. .b'hau�7n'eWi+'�fioeMs�us , , aNdegeeErof inifEs n'sset1thaffierea4s i"1 Itimense iateoaivehler�• (2.'183,9001 '{4,J28,0001 ($,!62,000) ; °ease is what eMe4 12.780.@001 '1.'4 408 15},8,_5�{,,,,,0001 fr.. boat a in weoaas f '7118,000 787.E �,_^,1� - Iavtbsee(d"Dtin Gi tith ktiailit er, 859,000 33.11000 it,934,000 �'N: Not emit treeProv el c►o ar�alitld�Auwiiiee 1608.500g � 7;898,40n X�,4'*�.- ,s . Yaveatin8 e t emier. �Wph otpsupetty sad ent 124;847,000) x(20,3911,0001 (4,000ha 808,0001 �E . Bnftifewd Llu$►?er isi net eaqh eeh+'� f1,Si67,000) t�.ISO,o00) t$Ji33 0001 ,y dv+ane d puteptlsi setlMaltlba 2.- f4,600 0001 �rowede lrom t nt of 111 sista,sn 1131,4--- 2,39D„ 090 1,355 900 ; Net ea*used in 19%1444's�etivitioe 1'd3,328:0001 iY2,1b4�00u1 12K.R7f3 a., Fia�udat activities' ° ilme edeGnmierolria8lineeeot�ttpand ID •„, , , , IpnB-term hp n wyags 9,990.000 7,9.16,000 14,834 000 j►rla'."44. symenteondebt (3 034,000) (3,176,0001 . (11,834,0001 Ninoi Ba f el sale of etoak 295,000 326T�0 x.335 001 -; ^� . Net ceab pwvWDtl hY�IgntRioi�swdvities .. 7,351,000 5,094,000 1C,M`101C IoareNeel ibPiiel °41ith+WtP�..,. .. _ ,' imeat detreria 1992,000) 788,000 1775,000) t?eib andrboro-dpsm imwaudots t}I beBUiaine of yet_ 1;813,009 `__L.821e_000 2ib09,009 r cash and eJtvtt-tOrm invo stoat►stead of yeet x] 82006 = 2 .� f' 1 ° ,;i s .t . , L: n. Vb. sy4W+r sting , jel "" ...,-400.1,- 0. deaf�.'a, .a... ° a° . 1,"P •Aai+�ee .s, � i el�7ii .vus,i{ . r�arM1 5 ill"GP Sri exRrWat�an+. ......f,;.! ae , ' r r .f c' t ,• w: tr s rt4taJ. �4ntlNirryofalOn1,ik°" �e+p4MtN+lAMi #oat �1 �,., l a/naxk-' '' ted flrrrtplodrl sfiftagle itts t 4446)`ths aoeottate e t tlta eAnit tettaetpditaeeltatdittrios.All t16ttsbaniPW�+t4�+!d°i 'a°d !�okiarog4hw1ag6�e$�+md 4O" l it'll lcatlons of paler)ti' ' a.''' to have''J iOili:oitpttgOil to °Slaeb* with the',L+ttmot neat ' I, ', teat and short term inoertmbnnii port term in'wMtipents generally consist of highly liquid iffiest `t. mute with's maturity of threestngtheMiese. :,::': 1'rpprttyRrrdequipment . P iprdoquipmem erepapitlf red and reeetded at oast.li andfill sense i,„ weenrrledatooatanamth— ''calmed*eau*realbtable value.tamb otawitmnuutOSedenerthe ..) 4'1dfnIpr�til, ttv,!are'144 ad remaining estimated oseiul HfeoltftMriik,. V the estimated life of thelantltfll.laeprechtfon and aaaluteue den of ot1si property-and egalprraint are ,y, Peuvidedfor using the sustigittibutfrathodovertheir tediwluiNws. easeiteld, uop:segmentsam aritortdsed over titsabetter 0;tha Wed the:hbpraeMetit er thetes»t of this basso. d'arehasal mutes--Purchased rotttesake amortised on tt Mraight-Thoe bads over the ooatrace pers o► eattnntad service periods,generally tlyeers.A xinnulated amottir ttion at June?A., and 1489iod was 84,298,000 and$7,536,000,seeneGively.' ' Coethoill—Consideration psld la oxoewe of the lair Market value of net actuate acquired is recorded sa `• ,goodwill and is emortleed on a etreigitt.iihe basis met 40 years. Accumulated amortkatkw Pt_ Jane 30. 4. 1988 and 1989 was 2!68,000 and$0300;1100.respectively. , poietnrd bond issue costs-Expenseslselated to theiaaunoe of Pollution Control Net'anuu Bonds and Solid Waste Disposal%Wert a Bgsdafasu Note 51 are included inane,.rdr assets and are a etieed ortio the life of the bonds using the straigha,hlaa method. AtJoras SO, 1908 a 1989.the unamonhad portion eI deferred'bond issue costs emounl&h W'$658.000 end'$1104,000,respectively. Jnsosne;te: 11 leered baeerrte braes Iseult from certain'terns which are repotted in one period for finrnoiad accounting puritans*nibs period forum.purposes. fnveesrnent tax c„ethe are receipt` "1-..-using die flow-tit tirgli tiletbod,whereby Me provislonfor methm taxes is reduoed ut the year In which the credits*rise. During fiscal 19118,the Financial Aceouriting Standards Board issued Statement No.96,"Accounting for Income Te iee". Statentout No:96 MA11, among other`pnrvisione, require the rue c the liability method to account for incontetaxm Whereby taxes preen ndysormtrad will benign. for clieegee in tax rote*'as'they become'fieodve as.o$licsed:to when the taxes taus recorded.Stateroom Ne.96 requires' •'repletnentation by the Company ia'#lem11991,with eatMeritmplementation possible.'!The Coerpatty hasit not decided on an implementation.—slate. When the Company does adopt the new accounting rules. it may teomd the entire effect in ineetde,in the year of adePllnn(whinny retroactively testate ptiorf htaneial state ts. Man eat has not decided whkh option,h,wW utilize however'. a bellesee that based on the current federal statutory eot0rarettelaeorre tar rate;either method,when adopted,wlll'reduce rat tid610 led Sax liebtlitiea by an undetarr red amount.'` (Vet Meorae perahare--Net'aoome.per shore is competed Weed upon the weighted average nureber of alratta outstanding of 4,933,000 and 5442,000 and 5,25¢,000.,4or the fiend years ended Jere 30. 1987, 1986 and 1989,respectively:No foliy.duted earnitttpl per share are presented because the effect is not material. J'Consolidated statement of east�letlu--1111989,the CompanY adopted the provisions of the Statement ,y '' of Financial Accounting.StandatdK No 95, ••Sutenteat of Celli_ Floret", and restated ptevtoauly fie 'Vatted statements of changes its financial position for 1987 midi ,988. , '.J 1 t• y��y� M ek$iJ.�.ev+.lt,n�-r .A :,, lit:'�_Pead' .. W�{Akd.. ..la r/i. ...t.-#..C x.a rc. i x :Ya$Ml'r,._ . ,�it Rik 5 5�.' {' • .t 'fl {a,4';-‘,...r,•;:‘ 4 ,'-,•L'''`'' .r' ',. x ' , c. 2.Z. - iii tat nsth[�ii�ligar*Dif1 s�-CeMtnntj{, �.`' 81�.30�$,,,,�( ear ad Pinital#100,".60 t tt...f(ul.14 1, � vdt�rI. '2. , y�, neendedkuuelneekolt �" :', , of 1-,�}�'t 4 1'„, J' ,l e __-j� 1 . rtt{.AticW,'1011,W00Nae 7.8�, ,dd�e(btpJ480„,i iA��yyy lA yg, tmaU�11 ;'111M1(i011ldgr�an*ell* :44TItdeltlsMte Wig 14�S,�o00,to liet18%018%t o�►. x,. 1603,042nble4 p!1y�a�i,8i_tiebi > �40 h1 oaph0l{iod[,Ia,eatolt' ' fcr the }1 Aot • i itu, the CrunpiiF',z+�0.4,62,108'rp; *este ytd introhatl oogMK +dud the': r't of 2690,0001eraaaitlatt* tilLIn190.frItt°yeriraoguief¢FonoricpeInd'ementonatock P!ddi►ere iodated 27:,21;169,1t901 trii.ittljnetmeut$li 0,41►der 4 ,. ' �Cam�r'e ipt.eeill i a4,0,1,jilt tib year. ilt 90o 19N7,,1't8a'edt 1989 trpnld tot be ' '' ntaterielli diffenmt tribe tteulteciaaaqubkwnnIttel chuhtd as ti ouch the earldcpn►Poeinred et ,<< ibi'be�ioaing of eacb perioiL '�` • ' : - :'; 'Iddgded In other noncurrent ala tt atSae 30, 1u an advance of 884000,8001n We tirea a nate `. rsiaafyalle etcured Iry eomm6n.nN4lt 1p oapnectioa potuttlai aogcdfition. .yr 1V•ore$ Ibpparty and equipment: .� $roperty and equipment is campend of the loll,:, 19tla rOaP =';i bindandlaadfiii"sites - . ' >< 25,W7,000 i `24,79•2.000 .. r.' 'Buodir omxf leasehold itnprave inns f3,4B0,000 14,773,000 . tteltiolee 53,313,000 89.937.000 juip neat and other y 97,0711000 41.914.000 + 129, 11,000 144416,000 - Lsee ataunotwtad depreciation agil itmortteation 4!,11.400 St,?r11,8QQ $861598,000 .at o�oo During fiscal years 1908 ana"1909 theeoinpany idaprgnl capital least oblIptions of$1,747,000 and ‘24129,1100 to acquireeguipnent4t rline88. 1989 ihi s atat el an hdd nada tMPital lease *approximately 81,934,000. , , ill N,004 110Me,NaWNtlaa: � t , `1'haCWoPaiolrbsal9insindleatsfepSin_Pi�amlatiodep%104rell;aM�7�'�P +� �`1y �vrNatpbgmefite."rhoCompanyts�a�l(dneuredfrir,wtnrlt, climPoti don forilat�lNornittemPk� ref, die�tluit�e8 by low, thd�14.pled8ed!dU*446il to'oersoete(t6 vwzkere"waoptatron ' ob'oliotifin Calliomitliwieiiiiiiiisitie eated.i0 dart'410+1ppr�Oiatet morite,WS end are 1aolitdstlbiother wises.The Berurtfl eOutantw$2.611,000•and$2,26b.000atltme 30,19806ud1999, Tespeejlvrly- _ , y : =1y LO.. fig .t 1Y.�J j,4 , I ' t.. . A.,:,:.. ia., '...;Lc ii,,...e:2,.;to t. _ ,., w .. .,. ._'4aw&L.,';�� AM:>+@uf' ,�tit.- , .o..... . .J.l .' ,ew. .h„�C_ .lik r t [ .. ° .�,. ..ya..�,.._ �,� .y -%; .', a ♦�� ' .7� .�!"(js .y ti ,, it ij'^ t 6 4 a �Fuifen�ldnuNhoss>�taq`�!benunki yti.„,,,...,,, tl�uiLuurbB(164; . i; to ncelb ,;� • fi Atao at tesor.02 tdt� iii i.$0,000✓ •,... g`erppteraet�amPti ate 1 SS 0o@ In ek4est of thseelkaft'Wrs�at bf tee tienf,'l,�r haltrdat Yaotia*eareen� tliwjidNdeeiieeianr!rues* Iii004161aeeril'.giaeatedonmiliadeteudthelitlgniks Mo�ed�h'Neia9. ;„, • ,!YoYe5 lwttp-frrttdrMi � . , Lon6 t rm debt eon dw of forioliowlus: ' Jaw dR ,K t _roee - Aitiaee payahie ttibanks,abaecttgll; ' ': --- , with tetaat ta'di `d�'9b atJarr�:A6.1,9$9, $96,5tltr.t700 gto,goo,000 , with intermit at Rime ptas 196 Itett atltne 30,19691 ' 10.500.000 " "`1 3pwi h me mit at ri liewnarnrpoltwith variable task vitae , �b•6%at"IuneSO4 1989t,h�p,eitlg�tgt1gh2000 ' ' 6,460;000 8,$00,000' 1PoliutioA C onuntilrtenoe B0414 with !eroet rots 1111116%t'' ," 7.7596.,wttaiug I!$9 eo . • . 8.194,000 2;928,000 ;% tVotea psyebha vicuna 9t itad,bel pond egaisatatt,with is Oti raw how 7.7570 I°.2 *sough 1991: ' 1.soli400 1,911,000 C•piartr inhobli .7570 `w.2 l�eputettinta�rawitpta12.5 0 I.501,600 1.911.000 other rotes Pilaw'''.atsLob eecwed and anseaued,with hlteteet retell ep thernSe � 3.716,000 __Lt.,. 983.000 `lbutw long term debt SS,914,0110 61�tl20,009 L�a'wuieet instilment* 1 855.008 ,);png=term►debt,emciudiagcarrautiwneGnertts $52,266.000 ifS4 eon ,` "geega,e amounts of iongirs,nK ipehtding oopieal lases a,e due aeialltnvs: Ne0 1)1,912,555 000 1991 11.592.004 r3� P992 1;Ir4T3,004. :a. ,, 'x993 144►�,,000 cs. %'1994 10833,000 '` ' 17tetestter' -$,517,000 '1Yta Cotnpsay Calm-View halt ea�roew imtwith two bwkt to Smile: 1st rnwiriY t wires tir "0412t lits+it�etias 155 `tor Itt/tnosiest of rubbish tOwl ftmielt.Wim SasObN,and dr'w>tul$40 a' 4 7 belle"'item of ttitit t•,riq,ire rr mti i5 l alaneee. $ licke t a under the til0 ` ea�o kienatrttheliagi3e4`,pi'"rate P144416 r ba i I3 0,pia, ia t nd tamttiw.fsa*Att or iege °teetit eplaaipa•, t.ThosSertItou'Uretarm*tilps.(lembar30.tatettende rdw�otePtiti ,.,. e d geethil .ThrGonrpe ' jetteOti+thrgloOOS,On etliatamliesactMfdateudtbesep.roent t eotidlaglf'�tlte�!esIOND♦ Innd'ikeel trltn 1/ttme►totata+ied awilTh "'"rp " vita,hec�latn%thelosntrtiiadl�1,0l.'Aoo,nmila�gfpeott/plliotletXagaeCompny', base'.ed allilu ybklnttunaetlleillett. Ilgataiin;to11x0tigkte"all"agreetnerr,'(�faS3Pmivayishwbae�Plt .' WITlVr!~�A Irl��i�14N�iVi�p4Nl1 AWV}T,�i4nNN tclii� Moi Ithe�II440 eldontntutt�,,, i ItPxloii,.urlyyattlMt+nfddaeiPtGw ` '� ,6rsu len% to 1099ft our thli 1 j{Mn`due `file Canapetgr steri:tinto an t,'�`` pticitli It bellk to pep kirie a tts'4sagoce citl hOcer ot credit to 8,0.0141es$lie painless of the `i'd�' 7eohbintloo.DJ pit 4+todlate,eeeoit Wtthonl .At June 30.19@9 the tbmpiany liar ' in theinutaw'slayor ailiciiitiionleletterofdfortheprbrcipelSnotof$8,200,090pitu wi, dAye aaerad hwmeet ao� •, Rollnticu Coottoilleaecae lir>- jolted*the 10 rollu ion Consul Fianna*AttlltOrity en ashy•lolidwa44ed4pbail�o Mtrootedv1RllIl#ondpMaeeda•Noes*.froatthe-operationof rbtkiolid'itaete diiPoealIcODIty hiploalid.to want's rejptstmo cottitebork.the company requited t4 s. depiltit iatea R6Mrve Ptind'attoingptd eiPl iJ en theelt ifhr'debt eervloetpeinaiprtand interest,.The agelerve five d balance at Jun *,.2908 aid 1989 one 111'96,000 and$552,000,reelwetholy,and have besidedutlCNl from lroud ptinolpitIntiOniding•Bond te(4ryment le guaranteed WO b a maximum of 80 petttegt by.the bider"!Sloan BusinaifbAdtahsistratlon'.'' Atilt*,3,0 1989,1112,700.2100 Ot nsg nrin debt wee eoilateralbbd by land,buildings and equipment ' with a carrying value of$13;100,0111; *tercet paid during fiscal years 1957, 1988 and 1989,was$2,903,000,04,336,000 and 56,004,000, . 1espActively. . Nrte 6 Meonte tamest - --- • Intone tax expense consists of thedolloviing: __ 1987 1988 1199 `:. Federal $3,151,000 $1.900,000 23,54.2.000 -gum 779,000 722,000 ct46,000 3,930,000 2,622,000 4,488,000 Delerted: Federal 765,000 1,162,000, 300,000 State 41,000 '- 131,000 48,000 . x.806,000 1.293,000 348.000 $4,736,000 $3.915.000 $4,836,000 'Tin provision for deferred taxeeca4aWi of the followings ' c. tier 6+,rhd Awe.18, • 1987 1988 1189 ,_" Accedeieted depreciation for tax pogroms $1,593,00 $1,626,000 11,17$,000 Intoner in estimated Nobility far��6aatueace claimd' 1645,001 1286.000) (362.00► be[aetedtrxes rescuing!rota iulaut#ry a4Ploycee litiueArlrryitteadis ioa 166,000) (139,00) Deterred texas ielatoti to start,htoam4 eased ' 1166,00► 122.000► tio9.0o1 1?elel'i'ed taxes on had a rohange — 1,471000 -- Lillgntioccoete — (1,254.000) 73,100 1',leferted texas on vaoetion liability — 1140, Otitsr ant 24,000 II76�000) •2153, • • $ 806,00 11.293,000 $ 348,000 _ 14:. :1.� W L . 1.°;,-', ,,.. t, .. -, 1.....'1?..i,. d '.. ,,,r,/,...,,c,-.1 , , , 1 u , : »r '. s4 ,� ..-` ---,.:.,,-.,'.':;.,7,,:',•;,..76•0010,,,,°fI,, p�y,e.� �...1, f� -..1/4.i6.- _..ice a{ ' 9I f _"'moor,{ b M . � � .- � .v1 P/yam 7¢�('py� f5 re `.: yt tst .'ieta1 } 00, 40)toq Y: "*P;i�1�.''-� ntrtAgfasefldrisof 'J9$Od8 4$1 QQO' '; s'''':-iii" igtipceapeitleaflPotird' i 1I 4� a 4 4044-aarate il• .1,•, ‘ ,i ' 41 le fGal 19dt'Sri s R of aP �114.o0ty. t ,iavra'eistse, m Pelul Si•oRl � 1984, do to BMA • ' Act a! J� #tMde rt+a�pe tWt P +a of 2 f 'i718,3►OQI.II562,000 and$4;st�1l194ipris'gfiNit,"* i ,�198ff.nd'1• t�p�v '�' • • ;- '7 'Qg111rpon ereetc rromaatMnu` • �g 'S C`esilleng.-hai two eeueh ne tar 1®y add dileiisit ma opdone may !ie ,,1 sad as iris**,a do�rp� natuay�,��of,.og opauari a pdonitue 9C ;£ of Directors,40004 y4' "IP``?' 4, 4;i, ptiae% 14pj184i aims opsesdi I34 { 'ediblien hastear"dSp"#thisNMtitu4,drk"itioiittlHw dekOptinnf!l iott Pl'!� Eascl vtits :504,900,„,,nuodaiteNott ecicelnis fans. y'fie'p1aAsPteaskilbetigraitcd. +rpti�me f*!*- ee price'of at iclit 101�,-gf ib i`fair medait:value ass tl�edats the o1M a a patitad.()pttaoa •., ate i zetel,abie in iorud mentor beg, ,c•-gsme year whet the gtNnt detm ' ;;Y fpfunowtion with respect to'optibplgrauted under the Piaaa are a** • '" ' " f60F:: �_ Puss �'# Outrunding et hos 30,1981' 1531200 ~ 112.400 ;, C�Aaosll d 15,161 • 18,0001, (5,587) .^ - $'n"olq"d �, 138,0�OQ_), : (S,S87) apadagding at June 90;"fill' 117,200 191,3#b S 'Ieipid', 1161200' ' X6,000 Cl t 16,8501 114:.0981 t60.7T5!' i13_oT6f 6hietaudtng*Qua.90, VAS �•n0". . ► kattlletirrbla at"art.30,1985 x, 2 ''• � >ss ass-t1'r.ao $e.so4is.se Nola rweivabb of 1725,000,dnedwent tanoyeea{d''fh isgteiltase ti a C i r ' � cortliaoa elook have 6eea nedneeil'�iptp ahai Piehotdbfar' •t J4are 30(4:11"11,1989.34, ,mpwny '‘ • •�' • !Vote$ tg ritini»netsvadeMberitMM. ?uP hA a o•peratmp-sga t and facilities finder•ie*** which we j Pia of he+i. dMeliatNt aavpeatinii lsa:a. ' li�tatglaah r+ntal t+grtimitaemn fea'ph4t¢la of PropetJ'144,bowittioe end asatmenanon!esrdee ell tan tat noble operadpg*seaoce4#Maft*Tis: '' 1950 . - ' 1991 $Vet; , . � � a `, i -c. ltl" i' wr. '' ' tillil-ttd�dbaysbt,gddblM�t:1�C r 1 ;,x - �.. ' , +-• ` '` Mail • 7,001141 ,740,000 far the +wiadj+pie3+B kl ' 0$1;190t4113989,reepetsl aliC 'modstt�ral ttyments to Obi Pmeklent otilppeosi- ' nitati`it31,000; $138,000-pq$$144tbileflor •he.fifaeC r Joss Sez•1961 '19$$aad'1989. +l �1tP liflo°os11986,the uY s 40104 iiity ohs plan cove*ill hull 11Me aaba eta and k tdetloaleeinglineeitstreprreentetWa ins Sl aeeeplayeaareallakdtoo pteup 1P flte'tttrbdretmu elloW44 by bre 42101, don,t e can match 110.t0$6°8 et the fleet 6% stied try•amployoee,Ili, ` ` ilik ontripgd #6tt' 'and 1989,iep6aented by hatiluwe of Capra:eammotta�,vrmre CSanda196,000i t+ellieellvely. ' lyt june 1988,the Ccimpany,ea�ed a 133 sore of had not qualifying for landfill nee fora 1,410 gal pate.'bllnnd 44°0t11s ineelia tog lan�*timid bythe Cennprtly.The 133**imbed been afraid by the Caw®ps*fie meaty petit ad was suitiatir4or tall estate dyubptneot.;The 1,620'amt porkiness acquk lbyacompany4t1'alabyl'asPredderitoLWemito.The dlfhrenoebmween the eon of the:1,02a acre peter,to the President and the carrying 133 acre parcel of approalmmtsly 13.6 nipinntete recognized as a gain in the ancotopanying flpemaial statements. - _. ._`y Note 9. Usipatiene ' Ia March 1987, die Connpany woe()barged with * felony counts of alleged illegal disposal or tcamportatbn of hazardous waste and one miolemennor vaunt of alleged Melia disposal of waste oil. 3 The**gad activities purportedly Ocant+ed from June 1985 to November 1^86.A Vice President of the , Contrary wag also named as a defendant Yn June 19187,the Company,together-veldt a Vice President and one otheremployee,were named in criminal complaint and in a civil aeden for violating eaflfsrnis antitrust laws by allegedly operating a illegal cartel in Los Angeles Coumy from September 1982 to the date of the ootnplaipt. 'tiro other corporations and three other indlvidnlli were aleo nented as defendants. Ds Fsbn try 3,1989,the Company maid"no oontest"plant to the above oetnplalote acid paid finer totaling$1,125:000.As part ot.tltasrionent, the Los Angeles District Attorney agreed to dimities the civil action against the Company and sit charges against t the Vice President in the Juise 1987 dmtpleint. 1q late October 1988, the Company stitched a mutative settlement of $450,000, pending outlet Appeals!mod totificatlon to and approval by the ciaboantereptimented therein,le re oil to ibe civil clefs *than antitrust case entitled Airport Century Ian, Lad:v Irani Management of California,' Inc., a California commotion,et.al.,Cloitpd Stites District Comet Cass Ito,8104043,The Competri believer that the settlement of Ibis wise«Butter farther prtheoution in two other clan action a titr+mi ease. • entitled?staring'I%%w,a partnership v.ICtaete Managawseot of California.In*,a California Corporation. et. al., Lot Angeles Court no. C4001041. sad Middles= 'level:Uniform Company, Inc. v. Waste Management of California.Ina,a California mrporttioa,et.al.,Los Angeles Superior Court Case no. CA001049,which lawsuittl set forth clad nammendally the same as those contained in the complaint filed in the airport Century Inn,Ind.lawsuit 141988,the Ctxapeav wee ttotl thata*bnvestigatiwrwaeong conducted in California by,the U.S. Deperttuetlt of Justice regurdhig pecielltle vWa-.ionsof Maltreat Lira by the Gonpany.During 1489,the Company mid the Justice Departmental/tiled this matter whom*the Cornppnyentered a guilty plea se to at*419ttgt of a vfoletice ef'antttrnet leers in Ornate- ounty, C ' California lion 1982 to 1984. The Company paid a fins of$1,000,000. 'gibs above settleeen s fwd pranced settlement ear nplatimb an within.the range radish wee esti- tnated and adorned in the Ipttrth quitter of,'heei rim 1988. • for alleged damages a Thera'ama nnmber•of other clehis an netspend{nr: sttbe Company persons and property and for alleged Nibilities arising out of matten occurring during the; op redo t of the"mete management bttoinen.In tbeepinla t of management;the wrinwred lisbility. " ..: • tiny,under these claim,and snip wortld not materially affect the financial position or .the results of the , �W.,y of the Company. 1 R} A^ t f. °k! _, l nil ...C`. i • _.r .. . .. Si]a l�s. .. t <._ ,1,.<• � 3.}_ . ax -..,,f.�.. IN�Ut�dtaM br9�y 'dMt,p , cash km.Mnt ,�fhA��Y� sttded IWR�+ l9il: .sorttrel : are tba pa°x'i atime„ w� a� bp�ioM an these,� me eked�aNadelM�'11mie�pdarde iiae opadn¢ted oar andite iu' R „ rggaiee{bat+re piwn and perlotat thliaia0Sk to oheeiitiro/tladeT�ie sewuanba a5nut tthetcAec ill° ao art esteems di are fee of'wtetdal oaavacammet. M h eaamiarit,• On a twit beak, evidaaee e+ppadng the amount*and>dts4loe� 6aenotrl��a, Art atria oho e %wen se c f the aootNintiat{p nSples afield ba t eet4�o1M made by tgaae{omeet, at eo se a bags ke the overall financial atatamesi ptrMNrtrt{ou• we believe,that our audio tneiekk a teaeoo • ebls basis fen Outropinion. isirl in ell matcrial teepee••, the to our opinion.the cis'statements referred-10 share preeent Y' et Juue 30.1988 turd 1989, conaetldated llnau�al P �41Wasxn 1Vaete IndUMtriee grid wbddiarle. anti the couaolidated"nails of€41*upiR+dIli emoony14 c ept d ac ton each of the thter Yaeree is tM t ended,tuns 30 1989 in onttfoRt kli with eenenellY accepted accounting priac(plee. Long Beech,California September 8,1989 �41 +.., (p�� .n � @@c4i {{�'� gS h• _J"�e Fn ' .i rz,.�i _ .. _ .'�.',}P iiF's1 ...1111 .11..141§§1 AO ,. 3w; n 41m,ai;,:�o�inM iti,�- '''',‘.-.`11',p,.y," �•,* 4! F� t 'i 1 u�l'4 �'. ��Y�`54, -,e _ 5 ,,.� t1- 4 r ' 1 rtY # �, ��4 ,S •!" a?f y� I I•k r I c e. F! rr • �^ry F •• • { 3 • ,- 1 lr9procisigitoielAticog F t t /ti M, i �I,� • J 1 ,I ! _ '� •,. 0)1 Fn ¢4[iI' /',i � 1 ` ;y ors rhnana�tX�1�yA!d:' VlerNhaddMnt. vJDtrecYars CorporauL�ystopmeat ? !?rrrident a 'Y:Ade/ biw0m S.F,hanaoi •�'arecnYive O/jPte. Vire lade . ,. S�wy TuYciMa Corporue(btismilsr Jpreative'Vibehw8xt, J.m .G, . �!I(watarY, TWiuMeir { PrRsi dint:. „r'� ' j '.1wRtteaoeF.JiBoQuai�n Cu►ParrwR4inntn� 6eutiw iqc!Prinid�u, Vera Hlaei 1?YrNance {7as 1 asidunt,Operg dons f i6nd A .JF.. Roelcy br0ufn.$p1lti1N1Y Fadkntdue 1Rsr+tdent, lgryloq c,�.r«r c':t w ifi GoAau�a , Tbomae tnmeentl Plato Phosidenti 7 1sivetetfveT'icePhstddent ContractAdmindstrittdrn A�pi6��erC3imodian Bunerd Naeh': r•.,' i •..fP PnelWlfnt, ��ERa paµ fl Clperte6ona L'beryidel4tor Bwtnw Aweiopment Aua+oi Gehditl Zir Qareahi r'toe PMa' , ede(tt Ope►atians VfeePresident, ' • '','t;L4tCbu WirpL�(spnsalSmttees . Gmi�p ` ; H�oob 46ir�far+ YLp Pr eiidMu, Edward OsrP > tr$Rebltbtu ; Plwidan{ Cdhporae Penjorts m - Corporate' airoetory • Stock Price Summary The table below reflects interdealer prices without retail markups,markdowns or commissions,and does not necessar- ily reflect actual transactions during the fiscal years ended June 30,1988 and 1989.The Company had approximately 780 shareholders as of September 19. 1989. 1988 1989 Quarter Ended: High Lora High Low September 30 273/4 221/2 19 163/4 December 31 24 13 19 14 March 31 181/2 16 181/2 141/2 June 30 201/2 171/4 241/2 173/0 Common Stock Transfer Agent and Information Registrar The Common Stock of the U.S.Stock Transfer Company is traded in the Corporation National Over-The-Counter Glendale.California market under the NASDAQ symbol WWLN. Nodividenda have been Independent Auditors paid to date by the Com- Ernst 8:Young • pany.The current policy of Long Beach.California the Company is to retain earnings to provide funds for the operation and expan- sion of its business.The Company does not antici- pate paying dividends in the foreseeable future. Form 10-K You may obtain a copy of the Western Waste Indus- tries 1989 Form 10-K at no cost by writing to: Western Waste Industries 19803 S.Main Street Carson,California 90745 Attu:Secretary,Treasurer • IMRE J. SZEKELYHIDI, JR. DIRECTOR--LANDFILL OPERATIONS Mr. Szekelyhidi has more than 14 years of experience in various aspects of solid and hazardous waste collection, treatment, and disposal . Mr. Szekelyhidi began his employment with WWI Industries in 1982 as Manager- -Landfill Operations. Before joining WWI, Mr. Szekelyhidi was Owner and Vice President of Operations of chemical Reclamation Services, Inc. (a hazardous waste solvent recycling company in Fort Worth, Texas) . As vice-president of Operations of Materials Recovery Enterprises, Inc. of Dallas, he was engaged in the collection, treatment, and disposal of hazardous waste. While at Materials Recovery Enterprises, Mr. Szekelyhidi was responsible for all elements of regulatory compliance, day-to-day management of their two chemical disposal facilities (both of which were designed and permitted under this tenure) and management of the company;s transportation subsidiary. Prior to his employment with Materials Recovery Enterprises, Mr. Szekelyhidi was Solid Waste Department Manager for Travis County in Austin, Texas. His responsibilities at Travis County included the operation of two solid waste • transfer stations, one of which he designed and permitted. In addition, he managed one large volume solid waste landfill . In 1976, Mr. Szekelyhidi began his career in solid and hazardous waste management with the Capital Area Planning Council in Austin, Texas as a Solid Waste Planner. In March of 1987, Mr. Szekelyhidi was appointed Director, Landfill Operations when WWI re-organized its landfill operations with the formation of the Waste Disposal Services Group. As Director of Landfill Operations and Corporate Manager, Mr. Szekelyhidi is responsible for the design, permitting, construction, regulatory compliance, and operation of WWI's transfer and disposal facilities, as well as profit and loss responsibilities for the corporation's facilities. During Mr. Szekelyhidi's career in waste management, he has been principally - responsible for the design, permitting, and development of seven solid waste landfills, two municipal solid waste transfer landfills, and one hazardous waste reclamation facility. Mr. Szekelyhidi holds Letters of Competency from Arkansas, California, and Texas for the management of waste disposal facilities. • • . WILLIAM H. RACKETS CONTROLLER--FINANCIAL AFFAIRS Mr. Rackets has more than 17 years of experience in corporate financial management, the last year of which has been in the waste management industry. His prior experience was not in an industry directly associated with waste management; however, he has been directly and indirectly associated with environmental integrity from the cost and financing perspective. Mr. Rackets joined WWI Industries in 1987 as Controller of the Landfill Division. When the Waste Disposal service Group (WDSG) was formed, he became Controller and Director of Finance for the WDSG. His responsibilities encompass all accounting and financial management activities connected with the activities of the Waste Disposal Services Group. From 1985 to 1986, Mr. Rackets provided investment banking and financial consulting services primarily to middle-market corporate organizations. Prior to that, Mr. Rackets served as Assistant Treasurer in charge of the Treasurer's function in Exxon Minerals Company from 1982 to 1984. That assignment completed a 14-year career in various assignments within the Treasurer's Department in Exxon Corporation, the majority of which was in a managerial capacity. Mr. Rackets' experience and responsibility has encompassed essentially all financial management functions, including • accounting, investment and project management, credit management, financial planning, and financing arrangements. EDUCATION Master of Business Administration University of Southern California, Los Angeles, 1970 Bachelor of Science University of Southern California, Los Angeles, 1969 • • • LLOYD JOHNSON REGIONAL LANDFILL OPERATIONS Mr. Johnson has been employed by WWI since 1980. Mr. Johnson began his career with WWI, after 6 years in construction and 5 years with other waste management forms, as Landfill Manager at WWI's Class II nonhazardous industrial landfill in Houston, Texas. Mr. Johnson, prior to assuming the management of the Conroe, Texas, landfills (WLR No. 6 and WLR No. 7), managed the closure activities of the Class II landfill in Houston, Texas. Upon assuming the management of WLR No. 6, Mr. Johnson managed the remediation for the City of Conroe's unpermitted landfill that was subsequently acquired and permitted by WWI as a Type I solid waste landfill . Mr. Johnson, as Regional Landfill Manager, has responsibility for coordinating the management of landfills operated by WWI, so that the landfills conform to the policies and procedures of WWI. Mr. Johnson has Class A, B, and C Solid Waste Letters of Competency issued by the Texas Department of Health. Mr. Johnson brings to WWI more than 20 years of managerial experience in the waste disposal and construction industries. e • • ZIA QURESHI, VICE PRESIDENT CORPORATE REPRESENTATIVE - ENGINEERING SUPPORT Mr. Qureshi has more than 18 years of experience in marketing, management, and engineering of hazardous and nonhazardous waste management facilities during his employment with waste management companies and consulting engineering firms. Mr. Qureshi joined WWI Industries in 1987 as Vice President of the newly- formed Waste Disposal Services Group. Mr. Qureshi is the corporate officer in charge of all operations and employees of this group. From 1984 to 1987, Mr. Qureshi managed a civil/environmental engineering team for Browning-Ferris Industries, a multinational waste management corporation. As part of corporate engineering, he was responsible for providing technical support to 100 operations facilities located in the United Sates and overseas. Mr. Qureshi provided in-house technical expertise in ;Manning, designing, and permitting of disposal facilities for Browning-Ferris Industries. From 1982 to 1984, Mr. Qureshi was Program Manager, Hazardous Waste Studies, Florida Operation--Woodward-Clyde Consultants, Tallahassee, Florida. He managed the office and developed new projects and markets in Florida. In ® addition, Mr. Qureshi conceived, managed, and conducted waste management projects in Florida. EDUCATION M.S. , Water Resources and Environmental Engineering University of Cincinnati, OH - 1972 B.S., Civil Engineering University of Pakistan - 1970 PROFESSIONAL REGISTRATION Professional Engineer State of Texas PROFESSIONAL ACTIVITIES American Water Resources Association PROFESSIONAL RECOGNITION University and research scholarships, assistantships and grants. Member, representing the State of Florida on Interstate Commission on Water Problems. PUBLICATIONS • Numerous professional presentations and publications in hazardous waste management, groundwater development, land application of wastewater, hydrologic monitoring and assessments, computer modeling, risk assessment, river regime analyses, water resources and environmental studies. • • ® APPENDIX E Nassau County Landfill (WLR No. 12) Since October 1, 1987, WWI has been operating under contract to Nassau County, Florida, Nassau County Landfill . The county's landfill as been operating with an expired permit since 1987 and is now subject to being managed under a Consent Order executed in December 1988. Prior to WWI assuming management of the Nassau County Landfill , the facility had been cited for major violations by the Florida Department of Environmental Regulation (FDER). At the request of FDER and the Nassau County Engineer, WWI developed a site operations plan for the Nassau County Landfill . The site operations plan was submitted to FDER by the County Engineer. WWI performs landfill operations on a daily basis and maintains the facility in compliance with FDER requirements from the contract's inception. The first site inspection upon WWI's commencement of operations noted no operations violations. This was the first time the disposal site had ever received a favorable FDER inspection report. As a part of the waste management program for Nassau County, WWI conducted numerous studies to assess the hydrogeologic and geologic conditions at the landfill . Furthermore, WWI prepared an aerial topographic survey that assessed the aerial extent of previous waste disposal activities at the landfill . This topographic survey was utilized in the development of WWI's • proposed site operations plan, waste exhumation plan, fill sequence plan, and final closure plan. WWI is continuing operations at the facility under a 3-year extension to their original contract. As part of this extension, WWI and its consultants are required to develop and submit permits for closure of the existing site, permitting of Class I and III disposal areas, and surface and groundwater water management permitting. Western Land Reclamation No. 7 (WLR No. 7) WLR No. 7 is a Texas Department of Health (TOH) permitted Type I solid waste landfill , authorized to dispose municipal solid wastes, nonhazardous industrial wastes, and special wastes. The landfill tract consists of a 48- acre tract and a 52-acre tract. Prior to being permitted, the 48-acre parcel was operated as an unpermitted landfill from approximately 1940 to 1948. The 48-acre tract was previously owned and operated by the City of Conroe, Texas, as an unpermitted landfill . In 1968, the City on Conroe contracted with WWI to construct and operate a newly-permitted Type I (WLR No. 6) solid waste landfill adjacent to the city's unpermitted disposal site. The City of Conroe prepared a plan that was approved by the regulatory agency for the closure of the unpermitted landfill upon the opening of the new site currently operated by WWI. The City of Conroe procrastinated on the landfill closure ® E-1 and subsequently was issued ' an Administrative Consent Order from the ® regulatory agency mandating performance accompanied by the payment of penalties. The City of Conroe was unable to prosecute the performance for the Consent Order for lack of funds. The city contracted with WWI to sell the site to WWI and prepare a revised closure plan that modified the Consent Order for the unpermitted landfill . WWI's closure plan stipulated the phased exhumation of approximately 700,000 in-place cu yds of buried waste, which was then re- buried in WLR No. 6, operated by WWI. Upon remediation of the unpermitted landfill , WWI permitted the 48-acre tract in conjunction with the adjacent 52- acre tract as a Type I solid waste landfill . The remediated disposal site, which once was a potential environmental problem, has beer developed into a secure landfill with approximately 20 million tons of disposal capacity. WWI's remediation of the unpermitted landfill developed an additional 25- to 30-year disposal capacity for the community. All costs of engineering design, remediation, landfill permitting, construction, operation, groundwater monitoring, closure, and post-closure care are being assumed by WWI. City of Conroe Solid Waste Landfill (WLR No. 4) The City of Conroe, Texas, solid waste landfill holds a Type I permit issued • by the Texas Department of Health (TDH Permit No. 81-A). The landfill is permitted to dispose of an unrestricted amount of municipal , commercial , and nonhazardous industrial wastes, including such special wastes as asbestos and biohazard wastes. The landfill operates as a regional disposal facility serving such cities as Houston, Texas, as well as the City of Conroe. Due to its strategic location, the landfill receives wastes from a 5-county area. WWI's collection company collects waste within the landfill 's market area and disposes of these wastes at this landfill . The landfill is open to all public and private waste collection firms for their disposal needs. WWI negotiated a sole-source agreement with the City of Conroe for the contract operation of the landfill . The term of the operations contract extends to the life of the landfill which is estimated to be 8 to 10 years. All work involved in developing the landfill utilized personnel and equipment supplied by WWI. The only outside contractors employed for the landfill operation are the third-party professional engineers required for such activities as engineering design, groundwater monitoring, and liner certification. As a part of WWI's negotiated agreement with the City of Conroe, WWI developed, at its own expense, all of the site evaluation, geotechnical , • E-2 • geophysical , and hydrogeologic information required by TDH to permit the site O as a Type I solid waste landfill . Upon securing the Type I solid waste landfill permit from TDH, WWI commenced construction and operation of the landfill . WWI is contractually responsible for all operations at the landfill . WWI, as the sole operator of the landfill , holds the City of Conroe not responsible for any and all environmental impacts of the landfill during the operating and postclosure periods, in perpetuity. The City of Conroe, as part of the operational agreement, leases their landfill to WWI. WWI operates the scalehouse and collects all waste tipping fees. The landfill 's permitted development plan, developed by WWI, has sole architectural approval of postclosure development of the landfill . E1 Sobrante Landfill Riverside County issued a Request for Qualifications, then a Request for Proposal (RFP), for the development of a replacement landfill for the to-be- closed Corona Landfill . WWI was selected as the best respondent to the RFP by the Board of Supervisors of Riverside County. The Board, through its solid waste department staff, then negotiated a landfill development and management contract with WWI. As part of the RFP response, WWI provide bid and performance bonding. Riverside County, California, has contracted with WWI for the site selection, design, permitting, development, and operation of a solid waste landfill to • replace their recently closed Corona Landfill . WWI sited the El Sobrante Landfill in the western part of Riverside County. WWI secured, in conjunction with consulting engineers, a Class III solid waste landfill permit from the State of California Regional Water Quality Board and the local enforcement agency. Construction of the site, which involved 2 1/2 miles of road and bridge construction, was performed by a national highway construction firm. Day-to- day landfill operation and future disposal cell development are accomplished by WWI personnel and equipment. The only subcontractors employed by WWI are third-party professional engineers for such activities as groundwater monitoring and liner certification. Capital requirements for the development of the E1 Sobrante Landfill totaled $8.5 million. Financing of the project was provided by the State of California pollution bond program. The financing instruments are guaranteed by WWI and the landfill 's revenues. WWI and Riverside County entered into an agreement wherein Riverside County was guaranteed, by WWI, 6 million tons of waste disposal capacity for wastes generated from within Riverside County. The landfill operations contract with Riverside County specifies,that, for the waste tonnage provided by the county, WWI is to provide the real property for landfill development and secure all • E-3 necessary environmental permits. County personnel operate the scalehouse. ® The E1 Sobrante Landfill has approximately 14 years of disposal capacity remaining. The county also collects the waste tipping fees and issues to WWI a monthly check in the amount of collected tipping fees. As part of the waste tipping fee, the county collects $0.75 per ton which is invested in an interest- bearing escrow account. These escrowed funds will be utilized by WWI for landfill closure and postclosure maintenance. The permitted site development plan developed by WW1 stipulates the methodology of landfill operation and the site's closure and postclosure program. WWI, as the owner of the real property, upon the site's closure may utilize the property as it sees fit, provided that postclosure environmental security is maintained. Hoot Land Reclamation WWI owns and operates the 160-acre complex as a private landfill located in Texarkana, Arkansas. The complex is subdivided into four 40-acre sections designated as Phases I-IV. Currently, WWI is actively landfilling Phase III, with plans to close Phases II and III before developing Phase IV. Landfilling operations were initiated on Phases I and II at the site in 1974. Site development continued on Phases I and II for approximately 3 years until closure in 1978. e The landfill operates as a regional disposal facility providing municipal waste disposal for three counties in Taxes and four counties in Arkansas. The landfill also provides for disposal of nonhazardous waste for the surrounding four-state area. All work involved in developing the landfill utilized personnel and equipment supplied by WWI. The only outside contractors employed for the landfill operation are the third-party professional engineers required for such activities as civil engineering design, groundwater monitoring, and liner certification. WWI is preparing a permit application for a Class T Municipal and Nonhazardous Industrial Solid Waste Landfill for Phase IV. The landfill will have a storage capacity of approximately 2,000,000 yd3 and will extend approximately 70 ft above grade at its highest point and approximately 40 ft below grade at its lowest point. The landfill design incorporates state-of-the-art engineering in accordance with the proposed EPA Subtitle D municipal solid waste landfill design criteria. The components of the landfill design include a composite liner system, leachate collection system, leachate treatment system, multi-layer final cover system, access roads, passive methane gas vents, and stormwater management. • E-4 Northwest Naricopa County Landfill Under contract to Maricopa County, WWI is operating the Northwest Maricopa County Landfill located near Phoenix, Arizona. The county sited and permitted this landfill and it is one of four landfills that will assume the regional status as the smaller landfills within the county are closed. The site currently receives approximately 250 tons/day of solid waste. WWI provides the day-to-day operations at the site and disposes of the waste in accordance with state regulations. City of Beaumont In June 1988, the City of Beaumont, Texas requested that WWI manage their solid waste landfill on an emergency basis. Prior to WWI's operations at the site, the city and its operations have been cited by the Texas Department of • Health for gross environmental and operation violations that lead to potential fines in excess of $900,000 and possible closure of the landfill . WWI, on behalf of the City, negotiated the reduction of their penalties to $12,000. WWI also negotiated a Compliance Plan to bring their landfill operation, which disposes of approximately 800 tons/day, into compliance with their permit and Site Development Plan. WWI, upon entering into the management contract, immediately assumed operational control of the landfill and directed the City of Beaumont's personnel and equipment to address the violations noted by the regulatory agencies. ® WWI ended its contractual association with the City of Beaumont in May 1989 upon upgrading the landfill operations into compliance with the Site Development Plan. ® E-5 • Table E.1 Client References for Landfills Operated by WWI Area Served Client Montgomery County, Texas City of Conroe, Texas P.O. Box 3066 Conroe, TX 77305 Mr. Bill Storey (409) 539-4462 Corona, California Riverside County, California 11728 Magnolia, Suite A Riverside, CA 92503 Mr. Robert Nelson, P.E. (714) 785-6081 Nassau County, Florida Nassau County, Florida 2290 S. 8th Street Fernandina Beach, FL 32034 Mr. Bill Lecher (904) 261-6041 illraricopa County, Arizona Maricopa County, Arizona 3325 West Durango Phoenix, AZ 85009 Mr. Nick Sciarro (602) 269-2661 Beaumont, Texas City of Beaumont, Texas P.O. Box 3827 Beaumont, TX 77704 Mr. Tom Warner (409) 838-0774 Source: Hunter/ESE, 1989. ply-602-50) • • Table E.2 WWI Industries Ownership/Officers • OFFICERS Kosti Shirvanian Tom Innocenzi Chairman, Board of Directors Vice President President South Central Region Clarence Pine Vern Hizel Vice President Vice President Rocky Mountain Region Hacob Shirvanian Southeast Region Vice President Public Relations Zia Qureshi Vice President Ralph Tufenkian Waste Disposal Services Group Vice President BOARD OF DIRECTORS Corporate Projects Kosti Shirvanian Savey Tufenkian Savey Tufenkian Secretary, Treasurer Bernard Nash Harry S. Derbyshire Illawrence McQuaide Stephen A. Koffler ice President, Finance John W. Simmons A. N. Mosich Richard Haft, Jr. Tom Fatjo Vice President General Counsel Al Simonian Vice President Operations Coordinator Wiliam Goedike Vice President George Osepian Vice President Corporate Development Anatol Gendal Vice President, Operations CalWest Bernard Nash Vice President Illkource, WWI, 1989. APPENDIX F • INSPECTION FORMS AND PERSONNEL TRAINING PROGRAM • • INSPECTION REPORT . CONDITION OK - SATISFACTORY DATE • ITEMS INSPECTED DAILY X - UNSATISFACTORY CORRECTED 1. PRESENCE OF WIND-BLOWN LITTER OUTSIDE THE ACTIVE DISPOSAL AREA 2. PRESENCE OF DROPPED OR WIND- ' BLOWN WASTE ALONG ON-SITE ROUTE(S) TO THE DISPOSAL AREA 3. INTEGRITY OF CLOSURE DEVICES OR COVERS ON THE TRANSPORT VEHICLES 4. PRESENCE OF STANDING LIQUIOS IN THE DISPOSAL AREA S. UTILIZATION OF REQUIRED PERSONNEL PROTECTIVE EQUIPMENT BY OPERATING PERSONNEL 6. EVIDENCE OF UNAUTHORIZED ENTRY 7. EASE OF ACCESS TO DISPOSAL AREA BEING USED 8. EXCESSIVE DUST GENERATED ALONG THE ACCESS ROUTE(S) TO THE DISPOSAL AREA 9. NEED FOR EQUIPMENT REPAIR 10. ADEQUACY OF COVER OVER THE • SOLID WASTE IN DISPOSAL AREA ITEMS INSPECTED WEEKLY 1. CONDITION OF ACCESS ROUTE TO THE DISPOSAL AREA 2. NEED FOR SERVICE OR MAINTEN- ANCE OF EQUIPMENT 3. CONDITION OF SITE DRAINAGE FACILITIES 4. EVIDENCE OF EROSION, DIFFER- ENTIAL SETTLEMENT, PONDING. OR DAMAGE ON CLOSED PORTIONS OF THE SITE S. EVIDENCE OF ESCAPE OF LEACH- ATE FROM CLOSED PORTIONS OF THE SITE 6. CONDITION OF PERIMETER WARNING SIGNS AND FENCES 7. PRESENCE OF DROPPED OR WIND- BLOWN WASTE ALONG SITE ACCESS ROUTE COMMENTS: INSPECTOR: SUPERVISOR: DATE AND TIME: DATE: SIGNATURE: SIGNATURE: 1 PERSONNEL TRAINING PROGRAM ACTIVITY DESCRIPTION FREQUENCY PERSONNEL I. SOLID WASTE MANAGEMENT OVERVIEW A. Synopsis of Federal/State Regs. ANNUALLY ALL B. Definition of Hazardous Waste " C. Generator Requirements ^ D. Transporter Requirements ^ II. FACILITY POLICIES AND PROCEDURES A. Waste Characteristics ANNUALLY ALL B. Site Security OPERATING C. Facility Inspection Plan ^ D. Personnel Training • ALL E. Preparedness and Prevention OPERATING F. Inspection and Maintenance of Emergency, Safety and Communication Systems QUARTERLY ^ G. Response to Spills, Fires, Receipt of Unauthorized Waste, etc. III. WASTE MANAGEMENT METHODS A. General Overview ANNUALLY ALL B. Specific Procedures OPERATING IV. SAFETY A. Personal Protective Equipment SEMI-ANNUALLY OPERATING B. Truck Loading, Unloading and Container Handling ^ C. Contingency Plan and Emergency Procedures " D. First Aid " V. DISPOSAL AREA OPERATIONS A. Regulatory Considerations SEMI-ANNUALLY OPERATING B. Operating Procedures " ALL - designates all personnel with management, supervisory, operations or • marketing responsibility with respect to solid waste activities. OPERATING - designates personnel directly involved with facility operations. Miler COMMUNICATIONS E1\-7; ,1 it Denver, Colorado + June 4, 1990 Ornrw. COLO. Weld County Government 915 10th Street Greeley, CO 80631 Subject: Land Development Agreement - Control No. 1251100661 Dear Sir or Madam: On May 16, 1988, Weld County Government and U S WEST Communications entered into a five year agreement to extend telephone facilities into • the development known as Weld County Business Park PUD. This agreement stipulates that refunds in the amount o£ $1,834.35 will be paid to the developer for each access line in service during the five year period of the agreement. Refunds are to be paid annually on the anniversary date of the agreement. An access line count was made for the above referenced subdivision, and our records indicate that there were zero (0) access lines gained during the 2nd anniversary of the agreement, thus a refund is not due at this time. Should you have any questions concerning this matter please call me on (303) 896-3119 or 896-6439 in Denver. Sincerely, C ; CY\- Land Development Agreement Group 2-1)- Mi.diejr1?() �� D (�,' I • United States Forest Favnee 660 "0" Street, Suite A Department of Service National Greeley, CO 00631 Agriculture Grassland (303) 353-5004 Reply to: 1560/2150 Date: June 5, 1990 was tIcr spatsgoes 1 Weld County Commissioners rjj n P.O. Box 758 0 i1 � ( Greeley, CO 80532 JUN Toga 10 Li Dear Commissioners: ma=®seta Thank you, Gordon, for your insight into Countrimed spraying on•od a-agency lands. Here is a description o£ past use of County weed spraying and our proposal for this year. Cooperative weed spraying between the County and Forest Service was only done for 1989. About 17 acres were sprayed with the County's boom weed sprayer at a cost o£ about $800. This was done in one day by using one County employee and one Forest Service employee. For 1990, we would like to spray 34 acres using the boom sprayer and two County employees for two days and hand spraying by one County employee for one day. Total money available for this work is $1,200. The days o£ work may have to be adjusted to stay under the $1,200. A similar or greater work load is anticipated for upcoming years. The use of the County's boom is desirable because the main infested area is concentrated on about 80 acres on fairly level terrain. We plan to purchase handheld sprayers so our employees can get the small, isolated, infested areas. The Colorado Department of Agriculture has been contacted for the acquisition of Canada thistle weevils to implement biological control. Any influence you have to accelerate getting weevils to Colorado would be appreciated. This weed spraying project has been documented per the requirements of the National Environmental Policy Act. The project is well covered, if the spraying is supervised by a certified herbicide applicator, and if the label instructions are followed. The County's costs are paid by the Crow Valley Livestock Cooperative with federal conservation practice money. c3r,fv).,Cajj:\;;\ v VI e` \O\( 4 �< -1= Weld County Commissioners 2 I would appreciate any assistance from the County on this weed problem. Please contact me if you have questions. Sincerely, ��L /�y��R1'p'G/ GRANT BOLT District Ranger r t Chartwell 5299 OTC Boulevard Suite 260 Englewood, CO 8011! 303/694-1700 FAX 694.0070 June 4, 1990 Bruce T. Barker ® E 7;k 5ti Assistant Weld County Attorney ; i P.O. Box 1948 �1 1 139 Greeley, CO 80632 U RE: Chartwell Cable of Colorado, Inc./ pTT�!EY'rU^�TY ; ^G i Cable Television Franchise y Dear Mr. Barker: This letter is written in response to your letters dated May 25 and May 31, 1990, regarding some outstanding matters related to Chartwell Cable of Colorado, Inc. 's ("Chartwell") franchise in Weld County. performance Bond. At your request, I contacted the agent for the Hanover Insurance Company regarding your requested amendment to Bond No. BCZ1773949. The Bond was issued in December 1988 and will not expire until December 1991. I have enclosed a copy of my letter to Franey & Parr, the agents for Hanover, requesting that the Bond be amended via a letter to Weld County. Certifycate of Insurance. Enclosed is a Certificate of Insurance issued by National Farmers Union Insurance. The policy has been in continuous effect since issuance of the franchise. A new certificate will be issued to Weld County on or before 8/5/90, the current policy expiration date. Franckise Fees. No franchise fees were paid or became due for the year 1989 or for the first Fiscal Quarter of 1990, simply because we had no "subscriber revenues" subject to the franchise fee for those periods. Chartwell "fired up" its cable system in April and therefor it is now generating revenues upon which fees will be paid. kJ) A\ iC1u Page Two Service & Rates. Enclosed is Chartwell's Channel Guide and Rate Card together with a General Information Card and a Description of Programming. Area Served. Chartwell now serves the areas of Del Camino (I-25 Exit) , Casa Grande Estates and Enchanted Hills Subdivision and the following connecting routes: CR24 from I-25 to CR17; CR13 from CR24 to CR20; CR20 from CR13 to Del Camino Lane; and, CR22 from 1/2 mile east of CR11 to CR17. Subscriber Count,. Total subscribers as of April 30, 1990, with the franchise territory, was 78. We expect the total subscribers to grow dramatically as we market the areas we can now serve. business and Service Office. Chartwell maintains two offices in Colorado, one at 187 S.E. 14th, Unit One, Loveland, Colorado 80537, and the other at 5299 DTC Boulevard, Suite 260, Englewood, Colorado 80111. All service and billing calls are automatically forwarded to the Denver office for answering. All service orders and service problems are then faxed back to the Loveland office where service technicians complete the order and advise the central office. All service calls are handled promptly and all technicians maintain pagers to insure access immediately in case of an emergency. , ACCepxance QfFranchigg. While I believe prior acceptance was forwarded, I have enclosed herewith your Acceptance of Franchise fully executed and notarized. I believe this letter addresses all of the items raised by your two letters. Page Three advise cooperation has if been any additional Information is appreciated.is heeded. Please Very truly yours, BLM/smg Enclosures: L. MCA0 CHARTWELL CABLE OF COLS t D r INC. 1. Letter to _ 3. Certificate ert ' to r lfica Franey & Par Channel Guidef Insurance Na tional ing 4 ' Executed Description of Programmed/General Infers union cc: (w/encl) ClerkAcceptance of Franchise formation Card/ P.O.O Weld Cthe 8��oac of a County Commissioners issionees Y, Colorado 80532 Chartwell sz99 ore Boulevard &ace 260 Englewood. CO 801 n 303/694.1700 FAX 694-0070 June 4, 1990 Ms. Donna Groh Franey & Parr Insurance Ltd. 9901 Business Parkway, Suite B Lanham, Maryland 20706 RE: Chartwell Cable Fund, Inc./ Hanover Insurance Company Bond No. BCZ1773949 Dear Ms. Groh: In December of 1988 Franey & Parr acquired a bond for Chartwell Cable Fund, Inc. ("Chartwell") , the parent company of Chartwell Cable of Colorado, Inc. , from Hanover Insurance Company (a copy is enclosed) . I recently received a letter from Weld County (copy enclosed) requesting a clarification of the bond language. The requested change does not materially change the bond. Mr. Barker, Weld County Assistant Attorney, has indicated he would accept a letter reflecting the clarification until the bond is renewed in 1991. Additionally, the principal on the bond should include the actual name of the franchisee, Chartwell Cable of Colorado, Inc. , the 100& owned subsidiary of Chartwell Cable Fund, Inc. Please advise me how we can best handle this matter and what fee, if any, will be charged. Very truly yours, w L. MCDouga Vice President CHARTWELL CABLE FUND, INC. Enclosures: 1. Bond/Hanover Insurance Company 2. Weld County Letter cc: Bruce T. Barker/Assistant Weld County Attorney WP/10-90/FRANEY A 1&r\f(n ct OFFICE OF COUNTY ATTORNEY emetic(303)356.4000 OCT.4101 IS; P.O.BOX 1948 GREELEY,COLORADO80632 WI k COLORADO May 31, 199C Bryan McDougal, President Chartwell Cable of Colorado, Inc. 5299 DTC Boulevard, Suite 260 Englewood, CO C0111 RE: Performance Bond and Acceptance of Franchise for Cable Television System in Weld County, Colorado Doer Mr. McDougal: Enclosed herein please find the following: a. A copy of the "Contract Pond" which was issued by the Hanover _Insurance Company on December 19, 1958, concerning Chartwell Cable's cable television franchise in Weld County, Colorado. b. An "Acceptance of Franchise" fur signature by Chartwall Cable. After our telephone conversation of May 30, 1990, I reviewed the "Contract Bond" for Chartwell Cable. This bond should be a "Performance Bond" as required by subsection: A. under the section entitled "Letter of Credit/Cash Deposit" of Weld County Ordinance No. 94-A. I have enclosed a copy of page 2 or Weld County Ordinance No. 94-A. As you can see, the Bond is used to ensure "the faithful perforearce by the company of all provisions of the franchise, Ordinance 94 , as amended, and the company' s proposal; compliance with all orders, permits, and directions of any agency, commission, board, department, division or office of the County having jurisdiction of Ordinance 94 , as amended; and the payment by the company of any claims, liens, and tares due the county which arise by reason of the construction, operation, or maintenance of the system. " I would prefer that the Performance Bond supplied by Chartwell Cable include the quoted language so as to comply with this provision of Ordinance No. 94-A. I noticed that Chartwell Cable never executed an "Acceptance of Franchise" as required by section. B(1) under the section entitled "Grant, Acceptance, and Effective Date of Franchise" found on page S of [veld County Ordinance No. 94 . I have enclosed a copy of page Bryan McDougal • Page 2 May 31, 1990 • 8 . I ask that you please sign the enclosed Acceptance o£ Franchise and return the same to: Bruce T. Barker, Assistant Weld County Attorney, P. O. Box 1948, Greeley, Colorado 80632. If you should have any questions regarding this letter or the documents enclosed, please feel free to call me at 356-4000, extension 4391 . Vie y,truly yours, Bruce T. Barker Assistant County Attorney BTB:sa Enc. •. 4300 370.3306 • i., "'• . , v .: .. ,.. . .. f��IJ/ir'{, ' err°j�O, r16�J ,. ,7, �yr.rr�••.� 'fit✓,•J• — • :dE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY r CONTRACT BOND Bond No. BCZ1773949 • KNOW ALL MEN BY THESE PRESENTS, That Chartwell Cable Fund, Inc. as Principal, and X THE HANOVER INSURANCE COMPANY, a corporation of the State of New Hampshire, MASSACHUSETTS BAY INSURANCE COMPANY, a corporation of the Commonwealth o£ Massachusetts, having its executive office in Worcester, Massachusetts as Surety, arc held and firmly bound unto Weld County. 915 10th Street. Creeley, Colorado 80631 C/o Mr. B. Barker hereinafter referred to as Obligee in the penal sum of Two Thousand and 00/]00 ($ 2,000.00 ) for the payment of which, well and truly to be made. we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. , WHEREAS, the Principal has entered into a certain written contract with the'Obligee dated the 19th day of December ,19 88 , to Construct and install a ' Cable Tv System - Weld County which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall fully indemnify and reimburse the Obligee for any loss he (they, it) may suffer through the failure of the Principal faithfully to observe and perform each and every obligation and duty imposed upon the Principal by the said contract, at the time and in the manner therein specified, then this obligation to be void; otherwise to remain in full force and virtue in law. PROVIDED, HOWEVER, it shall be a condition precedent to any right of recovery here- under, that in event of any default on the part of the Principal, a written statement of the particular facts showing the date and nature of such default shall be immedi- ately delivered to the Surety by registered mail at its Home Office in Worcester, Massachusetts. ft AND PROVIDED FURTHER that no action, suit or proceeding shall be had or maintained against the Surety on this instrument unless the same be brought or instituted and process served upon the Surety within twelve months after completion of the work mentioned in said contract, whether such work be completed by the Principal, Surety or Obligee; but if chore is any maintenance period provided in the contract for which said Surety is liable, an action for maintenanc¢ may be brought within three months from the expiration of the maintenance period, but not afterwards. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this , instrument this 19th day of December ,19 88 . WITNESS: Chartwell,Clble Fund, .T e. (SEAL) Print APPROVED AND ACCEFTEll BY: '7/p An Af Obligee `/( �:6 4,taZ 04 ~ Title Title X THE HANOVER INSURANCE COMPANY Dace MASSACHUSETTS S� BAY INSURANCE COMPANY By: ,-44.:Etel Airgatillbf:Vd aOVfR. Shirley A. Harkins nn nq. �Pr�wc q ;rL Attorney—In-Fact x. ,t. 4. AC p � pprr 'a ~ n p *, ` 4 . 1 r POWER OF ATTORNEY CERTIFIED COPY EN(PiC.ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY,a corporal; tn organised and existing . under the laws of the Stale of New Hampshire. does hereby constitute and appoint - James J. Nevins, William C. Franey, Brenda L. Davis, John R. Muha, II, and/or Shirley A. Harkins - of Capitol Heights, Maryland and each is its true and lawful Attorneyl+imfact to oign.execute.seal, acknowledge and deliver for.and on;In behalf,and as its act and deed,at any place within the United Stater.or.if the following lino be filled in, only within the area therein designated any and all bonds, recognizance'', undertakings, contracts of indemnity or other writings obligatory in the nature thereof. as follows: - Any such obligations in the United States, in any amount — And raid Cougtaii hereby ratifies and eonftntts all and whatsoever raid AtiorneyN•in•fart may lawfully do in the premiser by virtue of these presents. This appointment is made under and by awl ly of the following Resolution Towed by the Board of Directors of said Company at a meeting held on the seventh day of October. 1981. a quorum being present and voting, alieh resolution is mill in effect: -It ESolA F:I).That the Par.hlent or on V ire Pte.:dent.in ennjnoetinn with an, \..i.tant Vier Pre.idenl.hr ayJ tiles are'week meth tnitenl anti enq.merell t.art ' t%Imams min.fart•f16e(' rails.in et.name.nda.ivarla,l1i/Mena,and seln..mle.lge fur and on it:belvlfs.?urt4)ant and all Imml..a 44444fnimier.,ennt ttndenuuts,%suer.of'holism and all Filter wntlnFFaol,tigaiory in the Mare;hermit w id.purer to albeit thrrem die rat tJ the(sultans, \m.aril w .Atin Pet rseented M rm a eh ktmene)a.tmfam shall be binding VI the(:tmtpans a.if dies had been Alias mended a r nd aellnmledgml It, the egtdaris cleated°Mem.of the(:.nurany in their nu limpet pemmt.. IS WITNESS WHEREOF.TIIF:HANOVER INSURANCE 0MIPSNY liar canoed there peewitletohe waled w ill'its e triturate scat. duly attested Ito it. Vice Pn•sidenl and its Anti/dant \ire President. this 4th day of March 1986 o THE II kSOVklt 1NrWla\CF:COMPANY r A 74.4e% ••7 4w ur cn•Arroi .�1•✓N/ .� .t.:Se ZY f.9 .,k I r 20.: or President • hit vi 1 '*�y Nta T. daNlco (Seal) • rwyn ,,,,aa„a,,,rryr, Assistant nee President TIIF; Cu?1\ell\\S'F:\L7I1 or �i•1SS.\(aIl SF: iyy P' WF1Fe"‹ % CUl'VTY OF woRCESTF:11 " Oahe•. 09 on this 4th dayo {•} Ch+ �.. 19 86 . before me came tits alim named Vice President and ke.iatanl \'ire Preaident of att'1 el nalle$p(krnonConipan1.to me personalls known fill be the Wish-kale and officers described herein.and aeknuwledged that the realaffiin collie iirecedu� instlmentitthecorporatesealmfTheHanoverinsuranceCompany and that the said corporate real and their signaptrepc,g/ffteers v•A41:-. \SdGxrd and r . 'bed to rr''d in intent b, the uthotily Mud dtreeUnu of raid (:nfpnrali..tt• %�f •4...... t.'•'`` �,' / 1_,A) (Seal) ssrrsnuus��sv 1'oror' Public My Commission Expires May 29, 1992 1. the undersigned Assistant Tice President of The Hanover Insurance Company.,hereby certify that the above and foregoing it a full. true and correct copy of the Original Pointe of Attorney issued by said Company,and do hereby further certify that the said Power of Attontry is still in force and effect This Certificate may be signed by fareimile under and by authority of the following resolution of the Board of Director..of The Hanover Imuranee Company at a meeting held on the 7th day a October, 1981 "RESUI•vED.That am and all Pmartr.4 Altatwey,and Ccrtined Curies agawk P..werr..(Attnrnev and tenificadnn in reopen therein,granted and .,teemed hl the Pn•.Ilen1 t.raey V'ire Prtrident in eon7unet inn.ith any k..i.iant Vier Pn.Went of the.C..ngnrm.hall be hinding un the Cumtant mate . .ame•xtrnl ar if all aignatorrs threron were manually diked rtrn th.mgh oat or miff n(any.orb mgnaluir.thereon inn be(brander GIVEN under my hand and the seal of said Company, at Worcester. Massachmretts. this 19th day of December 19 88 _ FORM 111.0402 t5/85) .4sxisdtnt Yiec President „—,. .,X.P..- ---•w,. ...�..r.—e,.e �. -T^..-rest•- ,t �_ • Y - • �' • A1:111:11. CERTIFICATE OF INSURANCE r f ISBUC DATC(MMIODNV) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW William R. Sands ________-..... -- ------ National Farmers Union Insurances COMPANIES AFFORDING COVERAGE 10065 East Harvard Avenue --- _____ Denver, Colorado 80251 ' COMPANY A NATIONAL FARMERS UNION STANDARD LETTERCODE SUB-CODE '------ ----INSURANCE-COMPANY.,-DENVER,---CO COMPANY B NATIONAL FARMERS UNION PROPERTY AND . , LETTER NB°REo -CASUALT-Y--COMPANY_,— DENVER,-00 CHARTWELL CABLE FUND INC ' COMPANY e. ET LTER 5299 DTC Boulevard Suite 260 -- — ----- Englewood, CO 80111 °OMPA"Y D COMPANY E LETTER .COVE QE to`Jsahil�(A�=i=4t(e ,21, 42(2/?.,n "i':l T'( 4*A! V. d.''', .4 'V ,1 �7'r'' if''�eis,� :;M:-.(V`!♦ -Y.. A.r.1_ ,- .COVE_WE,�� iF Sri- i�S1.X.a,,GGi: 'li.x:... \'wM,tr,rt J�i�7R': THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. --TYP!OF INSURANCE POLICY POLICY EPPECTWE POWCY EXIIAATION PIY NMBEfl ALL LIMITB IN TNOU3SND3 LTA , DATE(MWOC/YY) DATE(MW/ODMI) , GENERAL LIABILITY GENERAL AGGREGATE !,$ WMMEACIAL GENERALLIABILITY r PROOUCTS-OOMPlOPS AOOREOATE p',.�_'___... 02-05-81457-64-01 12/01/89 08/05/90,---- -1,000--- :.__I--.y CLAIMS MACE.k-_ OCCUR. PERSONALS ADVERTISING INJURY y;two --_ —X1 �_'OWNER'S l CONTRACTOR'S PROT, EACH OCCURRENCE .11-7-00°-- I FIRE DAMAGE(Any one INS) 'S 'MEDICAL UnNSE may ono parson) S—�—�µ_ AUTOMOBILE LIABILITY - i COMBINED A•-X.j ANYAUTD _ 02-05-81457-64-01 ' 12/01/89 08/05/90'","`" - B -1.,000.------; j ALL OWNED AUTOS BODILY T I INJURY •'S �'SCHEDULED AUTOS OW snort) __..._.1 -. .•_T^ HIRED AUTOS BODILY .. . . INJVRY I$ -,;.NON•OWNEO AUTOS (Pa SCCIORM) _-�GARAGE LIADNITY _ PROPERTY S OAMApE _...�....� ._.... ._.--�.... ... . _. -.. _. ..__......_. �__...n EXCESS LIABILITY - EACH '- AGOAEOATE OCCURRENCE'. : S OTHER THAN UMBRELLA FORM STATUTORY WORKER'S COMPENSATION . - --- S (EACH ACCIDENT) AND -_ '- (DISEASE-POLICY LIMIT) EMPLOYERS'LIABILITY S ((DIS DIS ' EASE-EACH EMPLOYEE) OTHER A REAL & PERSONAL PROPERTY 02-05-81457-64-01 12/01/89 08/05/90 S 92,000 (BLANKET ) DESCRIPTION OP OPERATIONS/LOCATIONSNEINCLES/TIESTRICTIONSiSPECIAL ITEMS Weld County Colorado by and through the Board of County Commisioners of Weld County. CERTIFICATE MOLDER _. CANCELLATION : -- , SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Held County EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL.34-DAYS WRITTEN NOTICE TO THE CERTIFICATE MOLDER NAME°TO THE P.O. Box 1948 ' LEFT, BUT FAILURE TO MAIL SUCH NOTICE SMALL IMPOSE NO OBLIGATION OR Greeley, CO 80632 . LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES, AUTH IZ P Ann /(�// ACORD-4e-n7iler-7 ""ri ;7 -. - ------®ACORD'CORpORAtiONlDee g ^�'ti gl n F; P '=' ir: ZFI ti3O N O -- rc� � !� tt 7. .17. n r O ro y v. p r O O G3 O G 0 j n 1 _ n nilL { MM. � � a A br *40_ N n 1a) cry„ CI G1 Ent ° in a a r � rO oftrai i, , wawa J n E . k % ] . » & » q \ & § 8888 / � 4 � - a / r = = 2 \ / § E vi 2 \ / E � ^ / \ co 3 / \ \ cd \ . k\ k .o } _ . 2 \ k \ ) CO . � � � � \ � k � / ± d /%% § } / / •) \ � § \ \ . 2 (14 w 2 . 2 2 2 3 / \ grew: � \ \ / 0 / § $ ; _ _ s { ) } a ) E 5 � i § ) § � C \ : ie Go � \ } }' \ \ | 2 \ q | | | \ \ § 0 r. \ / c.06 \ , \ \ / � \ / , � f 7 c m a = - / _ _ _ } .. _f \ / i k; 2 p \ } E / • min { k \ k et @ / f ) 7 \\\ � � z t 5 rZ; ! • \ } ( / . z } } 7 - k } ) \ \ ) { • \ z j = \ \ } } _ \ ( ( / } / ) / } / } § ) § } 2 = Z z & 2 � \ • DESCRIPTION OF PROGRAMMING Movies Hundreds of movies to choose from each month. Everything from first-run box office hits to classic cinematic gems are at your command each and every day. You'll see Stallone, Streep, Cruise, Eastwood, Hepbum, Bogart and many, many more. Choose from HBO, Showtime, and the Disney Channel for uncut, commercial-free blockbusters. Sports The very best in sporting events are at your finger tips. See coverage not available on network television, 24 hours a day. Football, baseball, tennis, auto racing, basketball and wrestling, just to name a few, on ESPN, Nashville Network and WGN. News &Weather From every corner of the globe you're kept informed on what's happening, as it happens. Enjoy news 24 hours a day from CNN*and Headline News. The Weather Channel offers 24-hour weather reports, no more waiting for the local newscast. Family Entertainment The magic of Disney comes to life on the Disney Channel with your old favorites and plenty of G-rated movies--and you don't have to be a kid to enjoy them! The Family Channel, Nickelodeon, TBS and WGN are packed with programs that the whole family can enjoy anytime. Education Excellent documentaries and other educational programs are available from Discovery, Arts & Entertainment and TBS. These programs on science, nature and technology will entertain as well as educate. Music All your favorite stars are featured in concerts, videos, variety shows and interview programs. The music format available ranges from Country, on the Nashville Network and CMTV, to Contemporary/Pop on VH-1, to Rock on MTV. You'll find a music style to please just about everyone in your family. Culture, Concerts and Specials All your favorite entertainers come to your living room through dazzling concerts, Las Vegas spectaculars and the best in Broadway theatricals on Arts & Entertainment, HBO, Showtime, MTV and others. Footnotes: • Currently not available in Weld Countytuture channel WPSO\CCCI\WLDPROG.Pla ,. GENERALINFORMATION Administrative Office Name: Chartwell Cable of Colorado, fnc. Address: 5299 OTC Boulevard, Suite 260 Address: Englewood, CO 80111-3323 Phone: 800/955-1515 Phone: 303/843-0301 Business Hours: Mon-Fri 8:30 AM to 5:30 PM Emergency Hours: 24 hours (answering service) Bluing Information Billing Cycle: Monthly Billing Date: 1st on each month Payment Due Date: Upon receipt Rates: (see current rate card) Note: Delinquent accounts will be disconnected at 45 days past due. Technical Information The system that we have installed is truly "cable-ready" compatible. If your television or VCR is "cable-ready", and most new ones are, you should not need a cable convertor. If your television or VCR is NOT "cable ready, we have available, at a nominal monthly cost, manually or remotely operated cable convertors. Service Problems We have used "top-of-the-line" equipment in our new cable system. In the unlikely event that you have trouble with the cable or are receiving poor-quality pictures, please call us 24 hours aday at 800/955-1515. If your trouble occurs after hours, we will call back and schedule a service call for the next day, excluding Sundays. PLEASE CALL US FIRST! All service calls are free, unless the cause of the problem can be directly attributed to an "negligent" action of yours (see rate card). Troubleshooting Many service calls placed with us are due to improper fine-tuning of the television or VCR. If you attach a new or different television or VCR to the cable, please fine tune the television or VCR as outlined in the owners manual. Call us if you need assistance. WP30\CCCIWENERALPKT _, ACCEPTANCE OF FRANCHISE THIS IS TO CERTIFY that Chartwell Cable of Colorado, Inc. , has, on the _� dal, of the franchise ,for 90, nuns pro tune January 15, 1990, accepte construction and operation within the unincorporatedcab ea ea of sthe County of Weld, State of Colorado, described as follows:The River homes along VWeldy VillageMobile Cou ty Road24, between Psaid Mobile Home Park and Weld County Road 15; homes along weld County Road from WCR 24 to the Enchanted Hills Subdivision; all of the Enchanted Hills Subdivision; and all of the Casa Grande Estates Subdivision. Weld County, Colorado, by and through the Board of County Commissioners of Weld County, approved the transfer and assignment of said cable television franchise to Chartwell Cable of Colorado, Inc. , after a hearing on January 15, 1990, pursuant to Weld County Ordinance No. 94, Weld County Ordinance No. 94-A, Weld County Ordinance No. 94-B, and such succeeding or amending Ordinances as shall be adopted by said Board of County Commissioners. A copy of the Resolution approving the transfer and assignment of this franchise to Chartwell Cable of Colorado, Inc. , is attached hereto. The Franchisee, Chartwell Cable of Colorado, Inc. , agrees that it will be bound by and observe and carry out the terms and conditions of such franchise, as may be required by the above-stated Weld County Ordinances. The Franchisee, Chartwell Cable of Colorado, Inc. , agrees to provide all services specifically set forth in its application for cable television service and, further, its application is incorporated by reference and made a part of this franchise. DATED this day of , 1990. CHARTWELL CABLE OF COLORADO, INC. C, g *� P m McDou ga ent r SUBSCRIBED AND SWORN to before me this 7 1990. 7 day of WITNESS my hand and official seal. • Notary Public My commission expires: : � � , . t. if - . . :., �- ki.' . . 1 t \ �` ., . . ..y... yJia�.9�4�i h�;\ .. �.. , . . . n. 1 :' a r ,�. ... �� rt ��n WELD COUNTY COUNCTI i�'��-�'� � � �� P.O. BOX 758 ��;., �� T � i NEWS RELEASE GREELEY, CO 80632 � S�� 7, 19�1O 356-4000, ext. 4780 aR�• °O'"°'� The Weld County Council , in accordance with the WeTd County Home Rule Charter, has appoin�ed Oavid L. Yourig to fill the Cou�ty Council position for District One. Mr. Y,oung i.s from Greetey and teaches at Heath Junior High School in Greeley. He is replacing Marion Rfchter who resigned to seek a position as County Commissioner. Mr. Young's term of office expires on Oecember 31 , i99U. -30- l� � l� �p ito#ql't IENEA! iO� MEMORAI1DUM .7 iTp57;7 f 'M iTu JUN ?998Q � �� ELECTED OFFTCTALS Del June 7, 1 ,C=1 COLORADO From Lou Ann Rossl er, Weld County Council eitift subset. Appointment of New Council Member Last evening at the Council 's regular monthly meeting, David L. Young of Greeley was appointed to represent District One of the Weld County Council. He will continue the term vacated by the resignation of Marion Richter. (December 31 , 1990). cc: Don Warden David Worden Clerk to the Board IUD MT Nn1TSSMNERf s , ,1 �, �rJA'• 16; JUN 7199Q ;i' li MINUTES a 2J WELD COUNTY COUNCIL coma aces May 2, 1990 Tape 4/90 The Weld County Council met in regular session in full conformity with the Weld County Home Rule Charter at 915 Tenth Street, Greeley, Colorado on Wednesday, May 2, 1990 at 7:32 P.M. ROLL CALL: The following members were present in person: President Norman Carlson, Vice President Doris Williams, Councilman Frank Stewart and Councilman Gary Lebsack. Councilman Marion Richter was excused from • the meeting. Also present for the meeting were Mr. & Mrs. Ray Delgado, County onener reporterdate and thelCountyeCounciliey Rein, Tim Secretary. Erickson, MINUTES: Councilwoman Williams moved to approve the minutes from the April 4 meeting with the correction of a typographical error. The motion was seconded by Councilman Lebsack and it passed unanimously. • APPOINTMENTS: President Carlson noted the upcoming Elected Officials meeting of May 7. He encouraged all council members to attend. ADDITIONS TO THE AGENDA: • Councilwoman Williams added to be discussed under new business - Pavement Management Systems. President Carlson also added replacement for Councilman Richter's position. CORRESPONDENCE: President Carlson read the letter of resignation from Councilman Marion Richter. Councilman Stewart moved to regretfully accept the resignation of Councilman Richter. The motion was seconded by Councilwoman Williams and passed unanimously. President Carlson noted the rest of the correspondence received. REPORTS: President Carlson noted the two meetings he attended in behalf of the County Council , April 9 and April 25. Councilwoman Williams reported on a booklet prepared by the Weld County Fair Board and the Extension office. The booklet, titled Wholesome Meat Animal Assurance Program is designed to help 4H and FAA students in preparing to show, their animals. The booklet provides guidelines, as well as, the consequences if an animal tests positive for drugs. OLD BUSINESS: BALLOT ISSUES The Board discussed the possiblity of increasing the number of signatures required on a petition from 5% to 10%. President Carlson also suggested reviewing the time limits for replacing a County Commissioner. It was agreed by the Council that more discussion needed to take place before making a recommendation to the Commissioners. The Council , at the June ht up meeting will okreviewethecr quirements. It neededa a lso t petition 9 by to be a County Council member. Cr° � �� r_ Page 2 May 2, 1990 County Council Minutes SUPERVISORY TRAINING Councilman Stewart updated the Council on his progress to retain training for County supervisors. He will continue to keep the Council informed on his progress. NEW BUSINESS: CONFLICT OF INTEREST The Council reviewed the information received from Randy Evans regarding the company owned jointly by himself and his wife, JJ's Graphic Compositions. Mr. Evans clarified for the Council that no action has taken place between JJ's Graphic Compositions and any vendors he works with. He added that the business is strictly on a promotional basis, i.e. hats, tee-shirts, etc. Upon review of the .information received from County Attorney, Lee Morrison, the Council concurred that no conflict of interest existed. Councilwoman Williams moved that no conflict of interest existed on the behalf of Randall J. Evans. The motion was seconded by Councilman Stewart and it passed unanimously. PAVEMENT MANAGEMENT SYSTEMS • Councilwoman Williams reported on an article in the Roads And Bridges magazine, a national publication (March 1990). The article discussed the excellent system in Weld County, and commented on how well the system was working. The article also mentioned the County Engineer, Drew Scheltinga. The Council unanimously agreed that the Engineering and Road and Bridge Departmerts should be commended on their excellent work. The Council briefly discussed the problems with railroad crossings that are unlevel with the roads. The responsibility for fixing the crossings is the railroad companies, which so far have taken no action to repair them. DISTRICT I REPLACEMENT Councilman Lebsack moved to set the deadline for accepting applications for June 1 and the deadline for interviewing the applicants for June 6 at the regular Council meeting. The motion was seconded by Councilman Stewart and it passed unanimously. PAYMENT OF BILLS The payment for Councilwoman Williams was corrected to $32.32. Councilman Stewart moved that the April bills be paid as corrected. The motion was seconded by Councilman Lebsack and it passed unanimously. PUBLIC COMMENTS: Mr. and Mrs. Ray Delgado expressed their concern regarding the Council 's discussion regarding the increase in petition signatures for any ballot issue. By doing so, the Council would limit those who wanted to petition important issues. President Carlson stated that the intent of increasing the percentage required was to eliminate frivolous issues, such as the union issue. A heated discussion occurred between President Carlson and Marge Delgado. Mrs. Delgado felt that the Council was using devious methods in preventing the county employees from participating in a union. Councilwoman Williams advised Mrs. Delgado that the Council is present to listen to the concerns of the citizens. Tim Erickson questioned how information is given to newspapers versus citizens. In particular, the Greeley Tribune did not have to pay for information received regarding the Hog Farm, while he did have to pay for it. Counciwoman Williams advised that she visited with Mary Ann Feuerstein and under the Campaign Act the County is required to give free of charge any information to the press. Any other information requested by a citizen or press not pertaining to a campaign issue would be charged a fee set in Ordinance 94-1 . ti Page 3 May 2, 1990 County Council Minutes ADJOURNMENT: There being no further business the meeting was adjourned. The time of adjournment was 8:50 P.M. , on May 2, 1990. Norman Carlson, President Ann Secretary (, 9590 0, e�Approvid *****THESE MINUTES ARE FOR tie ONT" ,nFITSMONOS INFORMATIONAL PURPOSES ONLY. ��` THEY HAVE NOT BEEN FORMALLY �� APPROVED BY THE WELD COUNTY 3 �r I MINUTES APPROVED ; 1a�JUN 719 WELD COUNTY COUNCIL L June 6, 1990 Tape 6/90 ass ars.n The Weld County Council met in regular session in full conformity with the Weld County Home Rule Charter at 915 Tenth Street, Greeley Colorado on Wednesday, June 6, 1990 at 7:36 P.M. ROLL CALL`. The following members were present in person: President Norman Carlson, Vice President Doris Williams, Councilman Frank Stewart and Councilman Gary Lebsack. Also present for the meeting were Marion Richter, Shirley Rein, Johnny Rein, David Young, Bethe Bleasdell , Lynda Whily, Frances McKay, James H. Spohr, Ray Paul Delgado, Marge L. Delgado, two reporters and the Council Secretary. MINUTES: Councilwoman Williams moved to approve the minutes from the May 2, meeting. The motion was seconded by Councilman Stewart and it passed unanimously. PRESENTATION: President Norman Carlson read into the record the resolution thanking Marion Richter for his service to the Weld County Council . Also presented to Marion was a plaque, along with thanks and well wishes from the Council . APPOINTMENTS: President Carlson noted the upcoming Elected Officials meeting of June 11 , both he and Vice President Williams will try to attend. CORRESPONDENCE: • President Carlson noted the correspondence received. REPORTS: President Carlson noted that he had attended the Elected Officials Meeting of May 7. He had nothing new to report. Vice President Williams advised that she had recently attended the High Plains Speak-Out Library meeting. The purpose of the meeting was to inform the public of the future events taking place in tibaraies : across the nation. One of the main concerns is how to meet the needs of the community with the limited funds available. President Carlson commented on the cooperativeness from the Personnel Department in seeking replacements for the Council Secretarial position. OLD BUSINESS: President Carlson readvised the other members of the ballot issues previously discussed, they are: Increase Petition requirements from 5% to 10%, Lower the Petition signature requirements for Districts,.mithin the County Council from 200 to 100 and Creating 5 equal county districts instead of 3 with 2 at-large. President. Carlson felt that no decision needed to be made at this time, but encouraged future discussion. Vice President Williams commented that she would not support a change in the petition requirements. '. She felt that would be a wasted issue to have on the next ballot. No other discussion tooke place on this issue. Page 2 Weld County Council Minutes June 6, 1990 NEW BUSINESS: SALARIES FOR ELECTED OFFICIALS President Carlson noted HB 1139 which places Weld County in Category I. All counties within this category will receive $50,000 annually, except Weld, which is under Home Rule Charter. President Carlson asked the Council to reconsider the salary structure planned for elected officials. He suggested awarding $40,000 for four years instead of increasing the amount every year by, $2,000. Both Councilman Stewart and Vice President Williams expressed their disagreement with this suggestion. 1991 BUDGET Vice President Williams moved to approve the 1991 budget request. The motion was seconded by Councilman Stewart and it passed unanimously. JULY MEETING Councilman Lebsack moved to hold the regular monthly meeting for July from the 4th to the 11th. The motion was seconded by Councilman Stewart and it passed unanimously. PAYMENT OF BILLS Councilman Stewart moved that the May bills be paid. The motion was seconded by Councilman Lebsack and it passed unanimously. The Tape was stopped at 8:05 P.M. to allow the Council to go into Executive Session in order to interview Shirley Rein and David Young, applicants for the vacant Council position (District One). President Carlson commented that both applicants were well qualified to serve in this position. Vice President Williams moved to nominate Shirley Rein as representative for District One on the Weld County Council. The motion died for a lack of a second. Councilman Stewart moved to nominate David L. Young as representative for District One on the Weld County Council. The motion was seconded by Councilman Lebsack. The motion passed on a three to zero":vote;:with :Vice President Williams abstaining: SECRETARY REPLACEMENT The Council agreed to meet'on Tuesday, June 11 at 6:30 P.M. to interview the top three candidates for the secretarial replacement. The Council thanked the secretary for her support and regretfully accepted her resignation. PUBLIC COMMENTS: Marge Delgado approached the Council and expressed her concern regarding the comments on the petition and salary:issues. She also questioned the management decision made by the Commissioners in placing Don Warden as • coordinator over the Clerk to the Board office. She felt that the employee currently acting as manager was overlooked. Lastly, she felt that the appointment;•of Mr. Young was chosen on party lines and not by qualifications. ADJOURNMENT: There being no further business the meeting was adjourned. The time of adjournment was 9:10 P.M. , on June 6, 1990. Norman Carlson, President Lou Ann Goodwin-Rossler, Secretary Date Approved C7;1 � LA JUN ? 1990 3 RESOLUTION arms cea a. RE: CONFLICT OF INTEREST - RANDALL J. EVANS WHEREAS, a ruling has been requested of the Weld County Council as to a interest garding employeepofS the eWeld fCounty lict fInformation eServices R andall J. Evans an Department; and WHEREAS, Mr. Evans and his wife jointly own a company called JJ's Graphic Compositions; and WHEREAS, the Home Rule Charter for Weld County provides in Section 16-9 as follows: Section 16-9 - Conflict of Interest (1) General or employee shall have appointed No County ficer, meer of an any interestinanyBoard, enterprise or organization doing business with Weld County which might interfere with the unbiased discharge of his duty to the public and the best interest of the county. This restriction shall not apply where the officer, member of an appointed board, or employee's department has no direct contact nor business transaction with any enterprise or organization. WHEREAS, the Weld County Council , in interpreting the Weld County Home Rule Charter, does not find this matter to be within the purview of the conflict of interest. NOW, THEREFORE, BE IT RESOLVED, that the Weld County Council finds no conflict of interest on the behalf of Randall J. Evans. The above and foregoing Resolution was, on Motion duly made and seconded, adopted by the following vote on the 2nd day of May, 1990. WELD COUNTY COUNCIL (Yea) Norman Carlson, President /? f.G ,..•..� (Yea) Doris W. Wi liams, Vice President • (Yea) Frank tewart Q _ 7��L (Yea) LyliAAsfl p' Date Signed: June 6, 1990 Resolution Number: 79 P�°a � )1\ 10\0 L1 SETT �s�t `i�� RESOLUTION 3.. JUN 71990 } P RE: RECOGNITION OF MARION RICHTER awn °OLD WHEREAS, Marion Richter was elected to the Weld County Council in January, 1987; and, WHEREAS, he has contributed without salary or compensation, generous amounts of his time and effort in attending to the affairs of the Weld County Council ; and, WHEREAS, the efforts of Marion Richter will be a valuable experience to be used by members of the Weld County Council in the future; and, WHEREAS, it is fitting and proper that the people of Weld County express their thanks and gratitude to Marion Richter who has assisted in the development of the precedures of the Weld County Council up to this time. NOW, THEREFORE, BE IT RESOLVED that the people of Weld County, Colorado, through the present Weld County Council , do hereby give a hearty thank you to Marion Richter for his dedicated and valuable service in behalf of good government in Weld County, Colorado, as a member of the Weld County Council under Home Rule in Weld County, Colorado. The above and foregoing Resolution was, on Motion duly made and seconded, adopted by the following vote on the 2nd day of May, 1990. WELD COUNTY COUNCIL Norman Carlson, President oris W. Williams, Vice President 0 Frank Stewart Gary�Ceb as cl�r� Date signed: June 6, 1990 Resolution Number: 80 • Coitaric\- -"t3n-Qt6 l►, ho • CLE SSIQr S Colorado Highway Commission 1990a _g �„ 4201 CAST ARKANSAS AVENUE DENVER,COLORADO 50222O• /4 �' � cJW) 7574207 FAX 7574717 CL� �u�Rmicw rH�` eol/�'RQ RUSSELL E.YATES June 5, 1990 Chairmen.Oulnng° GEORGE W.HALL Vla awmum•Oreelo, FLOOIE ANDERSON Colon FRED L.PUNDSACK E glowood PETE M.MIRELE2 Board of County Commissioners Me"li°"nn Weld County KARL P.B wanboal WIMP GE 915 10th Street WM.H."BILL"CLEARY Greeley, CO 80632 Onnp Junellon PETER J.KING,JR. Colorado Wings Dear Commissioners: JOSEPH"TONY"FORTINO Pueblo OONALD O.MORRISON Each year the Colorado Department of Highways uftm requests information from local governments concerning HOMER L.BRUTON Screwy the Five Year Highway Program of Projects. This process, called the County Hearings, has been going on for several years. This year we're starting the process a little earlier to conform to the Commission's new format. Enclosed is CDOH Form 507. Please complete one form for each project that you propose to add to fiscal year 1997 of the program. I suggested that you contact your cities and all interested entities and coordinate their requests with yours. In the near future your District Engineer or Highway Commissioner will tali you to set a date to meet and discuss your list of prioritized projects. Later on, Highway Commission District Regional Meetings will be held. All interested state, city and county officials and their staffs are wel- come to attend. The purpose of these meetings will be to discuss and reach a consensus on a Highway Commission district priority list. Finally on October 31, a public hearing will be held in Denver at the Highway Department headquarters building. Your Highway Commissioner or a selected spokesperson will present the list of projects you have selected to the entire Highway Commission, with appropriate supporting comments. Enclosed are Highway Commission and Engineering District boundary maps for your information and use. If you have any questions please call your Highway Commissioner or your local District Engineer. We look forward to having you participate in our efforts to more effectively meet increasing highway needs in Colorado. Y a truly, ?)°°YkkUUCtSi L. T N, eretary CMORADO HIGHWAY COMMISSION jeiVil it s Igo Enclosures HLB/dtc ee �o;fr- COLORADO DEPARTMENT OF HIGHWAYS Date: PROJECT REQUEST FIVE YEAR HIGHWAY PROGRAM OF PROJECTS ISeethe beck of tills-form forspecMlc Instruction forcompyNny tM,followtnp Hems. To Be Completed by Requostor, - - - 1, Requesting Entity: 2. Name of Requestor: Phone M Title: 3. Proposed project is: a. State Highway Number Mile Poet to Mlle Peat b. Federal-aid Urban Number Mile Post t0 Mlle Post _ c. Local Road Number Mlle Post to Mite Post Cf. New Road?(V or N) e, Is addition tO the State Highway System being requested?(Y or N) _ 5. Ooscribe the specific location of the project. 6. Describe the improvements being requested. - 7. Is the proposed project in the currently adopted Five Year Program?(Y or N)_ 8. If NO.7 is"Y",what is the projects ID NO.? 9. If N0.7 is"Y",indicate the type and extent o1 the change,if any,being requested. - 10. What problem will the project solve? It Has this prolect been discussed with the local District Engineer?(V or N) 12, Is this project in any officially adopted local or regional plan?(Y or N) 13. If N0.12 is"Y",please give the title and date of the plan. 14. What priority ranking have you assigned this project? I PLEASE COMPLETE ALL ITEMS ABOVE TO AVOID UNNECESSARY RETURN OF YOUR REQUEST, 1 For Depanment use only: J 10 No. Route T Beginning MP Len th 9 Dist.No. Co.N0. MIT _ SIT SIT _ Cost Previous Editions are void and will not be used COON sons as07 3/es INSTRUCTIONS FOR COMPLETING DOH FORM 507 Please complete all items along the following guidelines. ITEM INSTRUCTIONS. 1. List the individual,agency or organization initiating this request,e.g.Mesa County.City of Sterling,DRCOG,or private citizen, etc. 2. Fill in the name of the person actually completing this form and the phone number where he or she can be reached during normal office hours. 3. Provide the identifying number of the highway or the road and the mileposts at the beginning and end of the project that you are requesting.If the route number and beginning and ending mileposts of your project are not known, please contact your local District Engineer for this information. Please check only one item. 3d. This question refers to whether or not this request will involve building a new roadway on a virgin alignment. 4. Aro you requesting that the Highway Commission add the roadway section you are describing to the State Highway System for the purpose of using federal funds on the project? Please refer all Federal-aid Urban additions to your local COG or Planning and Management Region since these projects must first appear in a local Transportation Improvement Program (TIP). 5. This should be a narrative description of the project broad enough to permit the location of your project on a map,e.g.at the Arkansas River bridge @ milepost 127,3,or North of Montrose,or at the intersection of US 385& local road 2.3 miles North of Burlington,etc.Please avoid delimiting a project by descri ptions that would only be recognized by persons very familiar with your locality. 6. What kind of work are you requesting,e.g. resurfacing, lengthening of the accel./decal, lanes,the addition of lanes, reconstruction of the existing roadway, bridge widening,or building a bypass,etc. he project you are s already ing 7. Check the addressed. If you ment's current need a copyFive Year Of the FiveoYeartProgra to see imtplease Contact the Division ioflTransportaton Development at 757-9282. 8. Projects in the Five Year Program are listed by Engineering District, the federal funding category, and then numerically by highway number. Each project is uniquely Identified with a six-digit number. Please see the Format Guide at the front of the Five Year Program for further information. 9. If you are filling in this form simply to voice your continued support of an existing project in the currently adopted Five Year Program, please list any changes you wish to make in the project. 10. Describe any benefits the public is likely to gain from the implementation of this project,e.g.the safety of this stretch of highway will be improved,there will be reduced congestion,it will provide better access,or it will help the economic development 01 the area. 12 Most areas of the state t r i transportation is especially trueofhe larger metropolitan s an are Check with your local planning a g access to the documents covering your area. 13. Some examples of local planning documents would be the Denver Regional Council of Governments Transportation Improvement Program(TIP)1986,the Tri-County Master Plan 1984,etc.Please do not list any Five Year Program issued by the Department of Highways.These documents are considered statewide in scope. 14. For all of the projects you are requesting please prioritize them in terms of 1 016,2 of 6,etc., regardless of the funding category or the type of project you are describing. If you have any questions regarding the completion of this form, please do not hesitate to call your Iota; Engineering District or the Division of Transportation Development of the Department of Highways at 757-9282. COLORADO ENGINEERING DISTRICT MAP • MAY 1, 1990 PREPARED BY COLORADO DEPARTMENT OF HIGHWAYS OIVtSION OF TRANSPORTATION GEOGRAPHIC INFORMATION DEVELOPMENT I u . �% p , I 0 wt c�iu I • o i ® e LARIMER i flaw Lwatl , Only& f"f I T ® J7 8 I ® outer t Laraland E ® I S Gan CUT n Capin ® —i 4 C Jelmater ® Ig; 116,19061116,190611 CI' � WELD LTMa E I 0 r Onattarwa I ❑ g) 0. 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Arkansas Ave. Denver, CO. 80222Ip` itBQ For More Information: 757-9228 kR0 90-22 MAY 31, 1990 " cx UCTI a BXDS OPENED ,MAY s1 CZ 3$-0040-13 U.S. 40 SOUTHEAST:OE• HUGO Resurfacing U.S. 40 in Lincoln county for eleven miles northwest from the Cheyenne/Lincoln„ county line, which includes hot bituminous pavement. .-overlay, seeding, "mulching, guardrail and striping. • Number of bids: six Apparently successful bidder: xiewit Western Company of Littleton, $1,735,396 Calls for completion within: 60 workable --days Preconstruction project manager: Garry. L. Moon Resident engineer: John Goetzcke, Limon I(CX) 76-1(149) I-76 FRONTAGE.ROADS, HORGAN counts Hot bituminous pavement overlay and striping-.on Interatate` 76 frontage roads near Wiggins and Fort Morgan,..ror eight- ;miles of the north frontage road east of S.H. 39 and for- Five miles of the south frontage road east of S.H. 52. Number of bids: six Apparently successful bidder: Beat-Way. Paving Company of Greeley, $896,313 Calls for completion within forty-working days Preconatruction._p=alect manager:-::Georga_a -Rowe Resident engineer: Bob Patrick of Greeley ,. A AAAAAAAAAAAAAAAAAAA AAAAAAA ALMA A" A A A ANTICIPATED BID 'OPEN I4T' G S ADD: JUNE 14, 11:15 a.m., night resurfacing of Colorado Blvd. in Denver between Louisiana Avenue and 1st Avenue, also between 8th Avenue and Smith Road, including signalization at a dozen intersections, combined project HES- opo6(so and;CY 01-0002-44 consisting of removal of asphalt mat, hot bituminous pavement and signal installation. . NEW: DONE 21, 9:30 a.m., -resurfacing sa, 8 'betWeea,B.3. 285; and. the -town of Morrison's Market- Street, for , about two and .e half _ - Over - r of kCtirk Bighlay •News Page'-2 miles which includes aggregate base course, hot bituminous pavement, drainage, bridge; rail, guardrail, signing, striping, seeding and mulching, SR(CX) 0008 (3) . 9:45 a.m., resurfacing west Sixth Avenue in Denver for about a mile between Interstate 25 and Knox Court, consisting of removal of asphalt mat, hot bituminous pavement and striping, CY 01-0006-10. 10 a.m. _S.S.` 94 bridge replacement eight,._,miles east of Punkin.. Center,' which includes grading, the bridge, hot bituminous pavement, seeding, mulching, and guardrail, RS(Cx) 0094 (24) . 10:15 a.m., traffic signals in Greeley, at the U.S. 34 Bypass eastbound off ramp_at_ 2,3rd Avenue near Greeley Mall, and on the L S. 85 Bypass at Sth_:Street northeast of town, combined projects CY 03-0034-22 and, CY_" 03r0085-31 10:30 a.m., re-advertised bridge replacement project (originally bid March 29) on 7th Street in Glenwood Springs two tenths of a-mile west of Grand Avenue crossing the Roaring.8ork River,. which includes clearing and- grubbing, grading, aggregate base,course,, hot_b'ituminous;.pavement, bridge, drainage, sidewalk, and curb and gutter, BRO 0024 (3) . • PROJECTS AWARDED PROJECT: AWARDED TO:_., DATE CX 16-0025-03 Popejoy Construction 5/17/90 bid I-25 north of Company, Inc. $1,530,671 5/24/90 award Nalsenburg Award goals DBE 3t (resurfacing) Committed DBE 6.76$ • DID YO17 17 KNOW ' - The transportation industry --- all modes, including automobiles --- represents about 64 percent of the nation's petroleum consumption. Highway users °account -for 84 peroOnt of thatemount/ fo lowed'by air, nine percent; watery five percent; and rail, two percent. WELD COUNTY � N�SOOprJ COMMISSIONERS `�4 , I ° NATIONAL WATER RESOURCESASSOCIATION •y 3800 NORTH FAIRFAX DRIVE, SUITE 4, ARLINGTON,VIRGINIA 2 }(703)524-1544 TO THE BOARD - NATIONAL WATER LINE - NNE 1990 SWAMPBUSTER House Agriculture Battles Over Protection Limits With nine of the ninetccn Senate Agriculture Committee members up application.Under their version.two major swampbuster changes took for reelection and the number of rural-dominated House scats in place. First,program benefits would be suspended incases where any decline due to reapportionment,it's a shock to the"system"that the crop,not just those under commodity programs,was planted on land 1990 Farm Bill is moving along as well as it is.The legislation is pretty converted from wetland status. Second.destruction of the wetland much on schedule,with many of the titles already past the subcommit- triggers the sanction,not harvesting the crop as under cuntnt law. A tee level. Of particular interest is the activity on the Conservation Title fust time violator would be penalized 5750 to$10,000 if he had acted of the bill, Both House and Senate Committees aro pledged to ensure in good faith instead of losing all program benefits. Mitigation that concerns over wetlands protection,pesticide use,groundwater requirements also received attention,now allowing farmers to drain protection,and habitat conservation arc included in this year's meas• certain wetlands if the effect is"minimal." ure, Additionally, the Senate Ag amended title calls for several new Senate Agriculture passed its conservation measure on May 3 and the programs including a one million acre wetlands reserveprogram. The House has scheduled a full committee markup for its Conservation program would allow farmers to sell either a permanent or 30-year Title to begin May 23 or 24. It is anticipated that the markup will minimum conservation easement to the federal government.USDA is produce some fireworks as the subcommittec•passed language (of- charged with providing on-farm technical assistance to assist inunder- feted by Chairman Glenn English (D-OK)) comes up against full standing and complying with federal environmental law. Also,under committee chairman KikadelaGana's Agricultural Resources Act of a newly established Conservation Stewardship Program, financial 1990. incentives will be offered for those fanners who comply with a USDA For the past five years,wetlands areas have fallen under the so-called pesticide use reduction plan. Farmers will also be required to keep "swampbuster" provision of the Conservation Title. Under records of their use of restricted pesticides. swampbuster, producers who drain wetlands and plant commodity On the Houseside,things are not progressing quite as smoothly. Kika crops on the converted land are penalized by losing their federal de la Gam(D-TX).Chairman of the full committee,had expected his program benefits for that crop year. This all or nothing approach has bill,HR 4713,to be the markup vehicle. However,the Conservation, met with opposition from many in the farming community who believe CreditandRural Development 5ubcommiucepassedlanguageonMay it is too restrictive and makes no provision for human error. The 8 that differed in several significant areas from de la Garza's proposal, environmental community has felt that the provision doesn't go far The language, offered by subcommittee chairman Glenn English, enough in terms of we protection for wetlands areas. Both House and would allow a swampbuster exemption for any wetland that had been Senate measures attempt to redress problems with this provision as drained and planted for six of ten years ending in 1985. (A similar well as deal with other related issues. proposal was offered in the Senate by Wyche Fowler(D-GA) and 'Do Senate Agriculture,Nutrition and Forestry Committee received defeated.) According to the Department of Agriculture, such an praise from both sidac of tho wetlands issue for managing to tighten exemption could mean the loss ofeight town minion aerosol wetlands. swampbuster requirements while making them more reasonable in Other subcommitt e•passed provisions include: termination of the - � Continued on Page 2 kJ? I Ik lao Continued from Page 1 In comparison to the subcommittee-passed prior to 12/23/85 and you may maintain the existing consavationResetveprogram(CRI) lenguage,HR4713 would expand theCRPto degree of drainage that existod prior to that andestablishmentofa new program that would a targeted 50 minion acres i eledieg wet- dale Prior Conversion: A wetland that was have an enrollment goal of 10 million acres lands.endangatxlspecieshabital,andgtound- converted to cropland use before 12!23/85. and include highly erodible lands; wa[erwellicadprotecbmt areas.Itwouldalso This cropland was completely drained or establishmentofan experimental waterquality establishavoltlntaryprogtamtopromotewet- otherwise altered to make it possible topro- program through development of lends conservation, adoption of alternative duce crops,and it no longer meets wetland comprehensive water quality management agicultural practices for waterqualityprotec- criteriaofsaturatedsoilorwater-Iovingplants. plans in exchange for program incentives; tion,or provide technical and financial assis- You can produce ag commodities and maitt- esrablishmcntofalongtermwetlandseasemen[ Lance for fish and wildlife habitat protection. tain drainage. Definitions courtesy of TRI- program; and reauthorization of the Great The fanners would receive incentives under BASIN TOPICS,Hofdrege,NE, Plains Conservation Program, five year agricultural resource conservation The de la Gana bill, The Agricultural plan. A ten year plan could alsobedeveloped. Resources Act of 1990,appears to be more me do 1a Gana bill would also establish an moderate in its provisions and more likely to Office of environmental quality within the be accepted on both sides of the aisle.The Act Department of Agriculture. contains many measures similar to the Senate- Members of the House Ag Committee are passed version, among them the trigger for seriously concerned about the Conservation ANNOUNCEMENT: swampbuster penalties for wetlands drainage Title of the Farm Bill, The contentious issues VACANCY-STATE ENGINEER and conversion: exemptions,from penalties how much of our wetlands are to be when USDA determines conversion effects to protected; what constitutes awetlandworth STATE ENGINEER•NEW MEXICO: The bCminimal;and the uscofa graduated penalty protecting,which is the best mcthod through State Engineer is the Chicf Executive Officer system when applied. Under the do la Garin whichprotcctionshouldoccur,andthequestion responsible for the supervision, administra- bill,an exemption may also bo granted if the of what todow;thviolators—willbeaddressed tion,development,conservation and protce- producer requests it in advance and agrees t0 in negotiations before the markup occurs. tion of New Mexico's water resources. Any comply with a mitigation plan certified by the However,it appems that success and failure candidateselectedmustbearegistercdprofes- Soil Conservation Service in consultation with have an equal chance and the battle may occur sional engineer in New Mexico at the time of the Fish and Wildlife Service. The mitigation in the com elk=Met appointment Applicants must have, at a site must b0 in the same watershed,owned by minimum,a Bachelor of Science degree from the producer,and the plan requires an acre.for SWAMPS THAT SHOULDN'T BE an accredited instimtioninengineering,physi- acre =tendon of a previously converted "BUSTED" cal silences,or mathematics:civil engineer- wetland, ing is preferred. Demonstrated managerial If you farm,you need to know that there are and administrativeexpericnceisrequircd.The NATIONAL WATER LINE several typesof wetlands.Ifyou want t0avoid State Enginoer shall not engage inanyprivatc USPS 524 penalties under currant law, you need to practice,cannot have a New Mexico owner- understand the following determinations ship interest in water rights, nor have any Raymond R.Rummonds provided by the Soil Conservation Service. interest in a water users entity ororganization. PRESIDENT Natural Wetland: An area of predominantly Any candidate with such an 'wriest will be James W.Trull hydric soil which can support a prevalence of requited to divest prior to appointment VICE PRESIDENT water4oving plans. Cattails, willow trees, The State Engineer is appointed by the Ivan W.Flint sedges, rushes, some smartweeds or other Governor subject toconfinnationby the New TREASURER water-loving plans are often present. It may Mexico Senate for a minimum two year tarn. Thomas F.Donnelly be used to produce ag commodities when Headquartered inSantaFe.,thecombincdstate- .. EXEC.VICE PRESIDENT weather permits,if no altering of the wetland of the State Engineer Office and Interstate takesplace.Abandoned Wetland:Wasonce Stream Commission exceeds 170 employees Bridget O'Grady alteredandfarmed,buthasbecnabandonedm and budgetary management and control ofa EDITOR cropland. No attempt was made to maintain regular program of nearly$12 million annu- the area as cropland forat least five successive ally. Annual salary range for the position is NATIONAL WATER LINE isa monthly publics years.anditnow supports water-lovingplants. $50.70,000. Anticipated appointment date is tion of the National Water Resources Association, ItS use is the same as a natural wetland. September 1990, 3800 N. Fairfax Drive, Suite 4, Arlington, VA Converted Wetland: An area of hydric soil Interested applicants may apply by submit- 22203, for the benefit of NWRA members and drained or altered after 12/23/85 to enable tinga comprehensive resumeo£processional associates. Reproduction of this newsleUer, in production of an agricultural commodity credentials.experience and references to be whole or pan,is expressly prohibited unless prior Planting an ag commodity will cause received at the following address no later than permission is obtained from the Association. ineligibility forUSDAbenefits.Farmed Wet- June 29, 1990: Anita Lockwood, Cabinet Subscription rate is S150 annually,first class bulk land: Was partially drained or altered to Secretary' Energy Minerals & Natural Re- postage paid.Inquiries and address changes should producecropspriorto12/23/85.The landwas somas Department. 2040 S. Pacheco SL, bo sent to the ebove address or telephoned to(703) not completely draincdand may havepotholes Santa Fe,NM 87505;Attn: Slate Engineer 524.1544, or seasonally flooded areas that still met[ Position. wetland criteria. It may be farmed as it was -2- FISH AND WILDLIFE PROTECTION BILLS Focus on California's Central Valley In an effort to settle the West,the federal Project and themanna in which it is operated, Environmental and spacial interest organin- govemment authorized the building of large as well as preempting State authority to bal- tionssuchastheNational WildlifxFcderation, multi-purpose waterprojects such as the Cali- ante competing uses of water." Additionally, National Audubon Society and the American forma Central Valley Project(CVP) to pro- HR 4700 prohibits the Secretary of Interior Fishing Tackle Manufacturers Association vide the growing population with an adequate from entering into or renewing any water testified in support of HR 4700. Glenn Olson. water supply. Historically, water develop- supply contract for aperiodoverone year until Regional Vice President of the National ment took place with minimal consideration the legislation's fishand wildliferequirements Audubon Society enthusiastically supported being given to environmental values. Times arc met and the California State Water Re- the bill calling it"the most important wildlife have changed.Numerous environmental stat- sources Control Board finishes its study of the initiative of the 101 st Congress." utes have been passed by Congress and proj- San Francisco Bay/Sacramento-San Joaquin There is strong support from the cnviron- ects arc being looked at from both a develop- DoltaEstuary. Asare.sult,the ability for water mental community, but organized and sub- mental and environmental perspective. In an districts to receive a reliable water supply is stantive opposition from the Administration, effort to protect the fishery and habitat re- thwarted. water users and other interests. Further hear- sources in theCentrnl Valley,Representatives Underwood outlined some of the proposed ings will determine the faux of the legislation. Douglas Bosco (D-CA) and George Miller and ongoing cooperative federal, state and but passage of die bill as written is unlikely. (D-CA)respectively introduced HR 3613 and local fish and wildlife habitat restoration ini- HR 3613. Representative Bosco's Upper HR 4700. tiatives in the Central Valley.a process pre- Sacramento River Fishery Resources Resto- RcpresentativeGcorgcMiller(D-CA),Chair- ferried by the Administration. According to ration Act may have a brighter future than r man of House Interior's Water, Power and Underwood,Interior is in the final stages of Miller's proposal. During the Subcommittee Offshore Energy Resources Subcommittee development of a San Joaquin River Basin hearing on HR 4700,numerous opponents of held a hearing to receive testimony onhisbill, Resource Management Initiativeand is work- Miller's proposal citcdHR3613asareason- HR 4700, the California Fish and Wildlife ing with the California Departments of Fish able solution to restoring the fishery values of Protection Act of 1990. HR 4700 would and Game and Water Resources on a Refuge the Sacramento River. Bosco's bill is viewed amend thc 1937 Central Valley Project Act by Water Supply Planning Report which will as consensus legislation addressing water, including mitigation, protection, restoration detail alternative water supply plans for wild- fishery and environmental interests. and enhancement of fish and wildl ifeas part of life refuges and resource conservation areas in HR 3613,currently pending before House the project purpose. Additionally, the bill theCcntralValley."Thcsc...effortswill..allow Merchant Marines and Fisheries Committee, prohibits the Secretary of Interior from enter- us to produce well-defined plans with known establishes an Upper Sacramento River fish- ing into or renewing water supply contracts costs and environmental documentation that cry resources restoration program with the for any period over one year until fish and can then be appropriately reviewedby federal. goal of doubling the natural production of wildlife restoration plans are completed. statc.and local entities.Weareconcemcdthat salmon and steelhead troutinCalifomiaby the Proposed cost sharing is 25%state,25%fcd- HR 4700 will not allow that kind of review." end of the year 2000. The Secretary of Into cmland50%CVPagriculturalandmunicipal Jason Peltier,Manager of the Central Valley rior, in consultation with an Upper Saaa- watercontmctors. Project Water Association, appeared before mentoRiverFisheriesTaskForec,established Dennis Underwood,Reclamation Commis- the Subcommittee in opposition to HR 4700. under the Act,shall formulate,establish and sioner,and John Turner,Director of the U.S, He noted that CVP water customers support implement the program. Taskforee Fish and and Wildlife Service,testified on behalf initiativesaimed atrestoring fishery andotha ship is composed of representatives of Cali- of the Administration in opposition to the bill. environmental values in the area,but disap- fomia government, industry and recreation Interior, according to Turner, "supports the prove of Mr. Miller's legislative approach. interests,county officials and federal depart- ' general concepts of fish and wildlife=fora- As the bill is written. CVP agricultural and menu appointees from Interior, Commerce, tion and enhancement embodied in HR 4700. municipal water contractors arc responsible Defense, Agriculture and Energy, Program However,because the bill contains a number for payment of 50% of the total amount of construction and management activities in- of provisions that arc of great concern, we money expended each year from authorized elude devclopmentof effective fish passage at must oppose the specifics of the bill unless appropriations. BR4700"ignores the need to Red Bluff Diversion Dam and Anderson- amended."Several of the bill's provisions arc balance legitimate human and environmental Cottonwood Irrigation DistrictDam,improve- highly contentious, placing undue responsi- needs...progress must balance the competing ment of the quantity.quality and temperature bility for habitat losses on the Central Valley demands for limited water resources. This is of fish habitat and new fish hatcheries,fish Project. According to Underwood,"HR4700 not just a question of balancing the needs of ladders,screens and spawning gravel replace- would alter the priority of purposes estab- the CVPcustomers with theenvironment But ment and rehabilitation. Proposed cost shar- fished in the authorization of the Central Val- of balancing all water development and all ing is 25% state, 37.5% Waal and 37.5% Icy Project,placing fish and wildlife purposes other human needs;be they for flood control, CVPwaterandpowapurchases.Authorzed on a higher priority than both irrigation and electricity, navigation, recreation, drinking federal appropriations for formulation,establi- domestic purposes...this would significantly water quality or aesthetics with the needs of change the historic role of the Central Valley the fisheries and waterfowl." Continued on Page 8 -3- WATER IS KEY ISSUE IN CALIFORNIA ACWA Survey Reveals Californians Feel Additional Water Storage is Necessary California residents say making sure there is adequate water supply is one of the most critical problems facing the state,second only to drugs according to the findings of new statewide survey. The overwhelming majority of Californians also feel the state's present shortage is serious and that additional water storage facilities in California are needed to meet future needs. Among the findings of the poll,conducted by the Field Institute for the Association of California Water Agencies(ACWA)are: • 71percent of Californians feel making sure there is an adequate water supply tomeet the state'sneeds is a CRMCALPROBLEM facing the state,second only to drugs. • 91 percent of Californians believe there is a water shortage in the state,85 percent describe the shortage as serious. • Over half of all Californians call current facilities just barely adequate,while another quarter say they are inadequate. 81 percent of Californians feel additional water storage facilities are needed in the next decade,with 77 percent saying that it;sat least somewhat URGENT, and 40 percent saying it is VERY URGENT that state government act now to begin constructing additional water storage and supply facilities. At a Sacramento news conference to release poll findings,ACWA Executive Director John P.Fraser said,"The message from Californians is clear. They want action taken to assure reliability and adequacy of their water supplies. "Californians do not like being victims of periodic droughts and the public will not tolerate water shortages in normal rainfall years,because present facilities are not adequate to meet our burgeoning population." The poll also revealed: • 64 percent reported that they were confident that the tap water in their hones was of high quality for drinking. • Half of all Califomians say they drink bottled,filtered or purified water on a routine basis,but 47 percent of those identified "taste"as the most important reason for that practice. • Californians say that residential water users could conserve the most water without creating hardship. Commercial and industrial users were a close second,with agricultural users rated a distant third. Less than one in 10 says a 25 percent reduction in water use for their families would present a serious hardship. • 92 percent of Californians say it is either essential or desirable to maintain agricultural production at current levels if water supplies are limited. Fraser commented,"Californians clearly do not support the concept of taking water from farmers and the majority believe agriculture is using about the right amount of water." Other findings: • Nearly 60 percent of Californians fell that water should not be used as a means to regulate growth. • 89 percent of Californians would support the use of recycled,reclaimed wastewater for outdoor use,such as watering lawns and washing cars. The survey covered the general topics of water supply and development,water yality,water distribution and policy,and general environ- mental quality. -4- WATER IS A KEY ISSUE IN CALlt' vxcnitt ■ 7 in 10 Californians feel an adequate water supply is a CRITICAL problem facing the state, second only to drugs. ■ Only 4 in 10 describe water quality as a critical issue. PERCENTAGE OF CALIFORNIANS WHO DESCRIBE CERTAIN ISSUES AS CRMCAL 100% 80% 74% 71% 66% 60% 40% 39% 20% i DRUGS WATER AIR DRINKING SUPPLY QUALITY WATER QUALITY Other Issues: t i *ENVIRONMENT 65% *GROWTH/DEVELOPMENT 42% *CRIME 62% *INSURANCE *EDUCATION 54% *ADEQUATE/SAFE*TRAFFIC 51% FOOD SUPPLY 31% -5- DROUGHT: UPPERMOST IN At Metropolitan Water District of Southern in the future.- CALIFORNIA'S MUNICIPAL California where$2million already wasboing There's no doubt that coping with drought MINDS invested this year to fund its ongoing televi- conditions is in full swing throughout the sion-radio-billboard advertising campaign to state. It's always followed that awareness By: NWRA Municipal Caucus educate Southland=that conservation must must come before savings. Awareness is become a way of life,an additional$600.000 building. How do we know'? According to a "It looked more like a spurting hose than a will fund a drought-specific campaign to run recent Fuld Institute statewide poll.Califor- smoking gun. during the coming summer months. To fur- nia residents say making sure that is an ade- "But the'weapon'that Manuel Vargas was iher encourage conservation,Metropolitan is quite water supply is one of the most critical caught wielding Monday in the Wilshire Dis- offering rebates to its member agencies that problemsfacingthestatasecondonlYtodmgs trio was dangerous enough to got him busted can cut last year's water usoby more than five The savings can't be far behind. by the Los Angeles water police. percent,Oncedtefivepacenttargetisreachod, -The hapless maintenance man was hosing they will be given $100 for every acre-foot •------------•••"---- down the sidewalk in front of an Ocean View that can be saved beyond that mark. Avenue medical clinic when he became the Though Southern California has notbeen hit first suspected water waster in the city to be as hard as many areas of the state(cenainly GROUNDWATER nabbed by the'Drought Busters'—a squad of nowhere near as hard as the central coast MANAGEMENT IN TEXAS waterconservation officers that will patrol the where runoff, as of April 1, was only 10 By: Richard Bowers,GMDA city from now through the summer." percent of normal)supplies arc inadequate to So read a front page story in the Los Angeles meet all of the region's needs. Voluntary Over the past decade,groundwater and its Times on May 15, announcing the appoint- reduction now will leave conserved water in management has become an increasingly ment of 30 officers to issue citations to those reservoirs and groundwater basins and will be important issue in Texas. The last throe ses- caught violating the city water conservation invaluable should the drought continue into sions of the State Legislature have included law which prohibits tho hosing off of side- 1991. For in that event,Southern California major groundwater legislation, walks and driveways.bans nonrecyclingdeco- could experience deficiencies of enough wa- In 1985, a water bill was patted that ad- rativc fountains and leaky pipes,and prevents ter to serve the needs of two and one-half dressed many issues involving surface and restaurants from serving watcrunlcssthcguest million people. groundwater. This bill also addressed the requests it This scenarioand others much like Drought ordinances arc being adopted by management role of state agencies. Several it are being played out throughout California communities throughout thc state. Some have new groundwata conservation districts were in this fourth consecutive year of drought Vert, stringent water pricing penalties for created, The Texas Department of Water Though the problems of individual cities vary wasting water and some provide for possible Resources was divided into The Texas Water slightly from area to area throughout the state, jail sentences for repeat offenders. The State Commission and the Texas Water Develop- the situation is serious for everyone and a Water Project expects to deliver only half the meat Board.AtriticalArca Process"(CAI) variety of local and statewide concerns that water requested by its agricuitural customers. was included inChapter 52 of theWater Code. need solving arc forced to take a back scat to The federal Central Valley Project will pro A pilot program to provide low interest loans coping with the drought. vide a 50 to 75 percent supply to its customers, for agriculture water conservation equipment Water waste in Santa Barbara is now acrimi- depending on individual contracts. Even in purchases was stanedandagramprogmmwas nal offense. In late February,this city became normallywater-richNerthernCalifomia,some created for use by districts to provide certain the first aver in thc southern part of California ..mountain"communities will initiate volun- wamrconscrvation demonstration grants.The to ban lawn watering. Neither can residents tary waterconservationprograms this year.In session was considered surrPssful and aland- use hoses to Willer trees and shrubs though the Bay Arca,in addition to previously men- mark in water legislation until the dust settled they can keep them alive with hand-held buck- tioncd Marin County,in Santa Clara County, and implementation began. ctsordrip irrigation systems. And the average the water district is asking for 20 percent T1teCAPrcquircdhcxingstobcheldduough- single family home's monthly water bill has cutbxksinitsnorthemre.aches and 25percent out the state to identify areas that would caper jumped from $18 to$76 to discourage over- in the south. San Francisco is considering 25 rience shortage or degradation of groundwater use. percent rationing. :bac,in an effort to guard quality over the next a)years.These hearings last year in Marin County — across the against similar conditions in the future. the were sum-enrol in bringing the issues to the Golden Gate from San Francisco—the mu- city has reached an agreement with the state surface-However.there% asaccnain amount nicipal water district imposed a stiff 35 per- Department of Water Resources that will ofconllictingopinion.Tomakcmattasworse, cent cutback on its 168,000 residents. The enable the city to Ter-Ohre up to 50 million for the next four years,the law gave the MI_ North Marin Water District is paying its cus- gallons of additional water each day during plcmentation of this program to the Dcpart- tomcrs to tear out their water guzzling lawns future drought years or other emergencies by mcnt of Water Resources,not the two newly and replace them with xeriscapes of drought- using State Water Project facilities—if,of crested agencies, consequently. neither tolerant plants. It pays $50 for every 100 course,it does not adversely affect deliveries agency was sure of its role. square feet of sacrificed sod—limited to$310 to project contractors. This has prompted During the same period. the new districts or620squarefect So far,61 households have State Water Contractors general manager began to hold confirmation elections and es- signed up though the program hasn't yet bccn George Baumlitopoint out that thispreeedent tablish their districts. Rules were adopted, publicized. And volunteers are giving up setting agreement,"underscores the need to managers hired,and local district programs entire front yards even if it exceeds the pay- make necessary improvements to the State initiated. moat limit. Water Project toms=its delivery reliability Continued on Page 7 -6- Continued from Page 6 one cent or less per 100 dollar valuation tax. significantconmbutionstotheeivic,economic Most thought they knew what we did but they and cultural life of the Greater Los Angeles An additional piece of legislation created a didn't really understand the details and how area well a local district worked. Krieger pins a prestigious group of 124 commWater is to assess the River Authorities and Draft legislation was introduced and referred women who have received the award includ- Wat hearings fs.This AP.we in addition to to the appropriate.committees. The meeting ing the first American woman in space,Dr. - the earrings for the CAP.coo would have ee ss continued to ensure that members SallyRide,andOlympicswimmerJanetEvans. appear and water districts' this new committee understood that the measure had the full sup- tojusafythewnt...astrice s ofle 1 months- ..-.—.....----------- ice management..a process of IS months' port of the local districts and state agencies. - duration. The legislation was finally passed in the last When the next session of the Legislature hour of the last day of the session. WASTE MANAGEMENT Tho Texas Groundwater Conservation Dis- CONFERENCE began in 1987,we had emehe answertriers Association also supported other bills ' ofevgroundwater managementt in n Texas. How-to the issues which address groundwater conservation and The Rocky Mountain Association of Favi- er,the House Natural Resources Commit- tee had an all new membership and the interim Protection funding to districts and producers. ronmental Professionals is sponsoring a con- report had not received much attention. In TGCDA and six state agencies now form the ference on waste management and remedia- legislatively created Texas GrotmdwaterPro- tion issues in the Rocky Mountain region. retrospect ewereforcas d tfod fend groundwater rights. �tionCommittce,chargedwithdevelopmcnt Da� � a� 3_5. 1990 at the Hyatt districts.Wcwcrc Comm tteem embs.we of a plan to protect groundwater from con- InworkingwithncwCommittecmembers.wc P p Regency-BwvaCrrk in Vail,CO. For fur- found both friends and those who needed lamination. thor information,contact: Don Vanlluskirk education. Fortunately,we were successful The Texas Water Development Board water 505 884-0950: Cindy Smith 801-521-9255: and no groundwater legislation passed that coiuervaticadcm astrationgrantpmgramwas Robert Gwilym 303-985-1333. amended to include water quality testing session. ui mentaswellasgantsfordemonstration ..—.—...---- Again,commiu s. were set up re heldaddro n of p storage and disposal of agricultural ~— groundwater issues. Hearings were hold ed chc�ccalsandttestingequipmentforchemiga- w eparat management, TheGovernor r appointed tion units. The program provides 75%of the DAVID AND GOLIATH? .. involved more ages agencies and gswhich cost of the demonstrationsor equipment to the involved more agencies and were better at district. Did you ever wonder how"wc"and"they" tended. Many of the issues involved needed laws rather than starling The Agricultural Water Conservation Loan match up? The following quick reference changes in existing a and rules, program was changed from a pilot to perma- should give you some idea. over with new l nest m. It allows water,soil and water One result was the recommendation that the pro groundwater districts consider some type of conservation, and irrigation districts to bor- NWRA row money from the Water Development Annual Budget S270,003 formal organization. Within 60 days, the districts met and organized TGCDA (Texas Board for loans to purchase water conscrva- Membership: 17 states and associates GroundwatetConservation Districts Associa- tion equipment such as new or used center tion).Without really knowing where we were pivot systems, surge valves, furrow dikers, SIERRA CLUB going,we began to hold quarterly meetings, underground pipe,and moisture monitoring Annual Budget 532 million get acquainted,and discuss needed changes in equipment. The loan rate varies from 8.25% Membership: 553.000 the Water Code. to 10.5%,depending on whether thcbonds are NAIIOIVA..WIIDLIFEFEDERATION Preliminary meetings were held with trio taxable. Texas Water Commission to discuss changes At present.Tee has more than 25 ground- Annual Budget $85.6 million to the Water Code relating to groundwater water conservation districts and 18 more have Membership: 3,000,000 conservation districtsandconsolidaterequirc- been created. The Critical Area Process has mcnts for district operations in one area of the identified 15 areas to examine for creation of WILDERNESS SOCIETY law.The CAP had to be Changed 10 define the or annexation into existing districts: The Annual Budget $20 million role of the two new state agencies. Adminis- TGCDA is committed to seeing that local Membership: 360,000 uativechanges and creation ofadistrictbythe districts arc created and that management of Texas Water Commission needed to be de- groundwater in Texas remains local. NATIONAL AUDUBON SOCIETY Annual Budget 535 million fined. Funding tax collation,elections.and -- __--_— Membership 580.000 consolidation of districts were other issues to be addressed. A draft was completed in De- cember, ICRIEGER HONORED ENVIRONMENTAL DEFENSE FUND 1983 and comments were requested. Annual Budget $15 million Because of a well attended information scs- M Annual Budget 150,000 lion and disvict tour, representatives from OnApril4,LoisKricgcr,Chairwomanofthc p state agencies,theGovemor's office and sttte Metropolitan Water District of Souther Cali• FRIENDS OFTIIEEARTH legislalurolcamedcveryaspeetoflocalground- formia,receivcdtheSilvaAchicvcmcntAward Annual gadget THE EEARTn water management They were amazed by for public policy. The award is presented by Membership:gai 50,000 what a local district could do and only charge the Los Angeles YWCA to women who make p' -7- Continued from Page 3 NWRA FUTURE MEETINGS WESTERN WATER SEMINAL( (Mark Your Calendar) shment and implementation of the program Park City,Utah totals S185M. 1990 ANNUAL CONFERENCE One organization which supports the Bosom MinsThis year's Western Water Seminar will take �e Hotel e Hotel approach is the Central Valley Project Water Las Vegas,Nevada Association.According to Jason Peltier,CVP p August 15.17 in Park City,Utah. The October 29-November 1 Water Association Manager,"T he cost-shay- proms will focus on"Wetlands Protection Op- ins formulaconmincd in the legislation moos- and Water Supply: Understanding Your 1991 LEADERSHIP CONFERENCE dons." This year's seminar will answer im- Hotel del Coranado nizes and embodies the fact that the causes of portant questions concerning the options for Diem existing problems and thebenefits cob:gained future development where wetland resources mar/34,1991 is from restoration are spread broadly through- are at risk. January 3-4,1991 out society. We believe that it is equitable for the current water and power customers of the The Western Water Seminar is scheduled to 1991 FEDERAL WATER SEMINAR take place at the Yarrow Hotel,conveniendy Central ValleyProjccttopay 37.5%of thecost The March Capitalmein,pc Hilton since the project functions from which we located in Park City proper,providing atten- W�18:i benefit have caused their share of problems. decs with numerous options for business and In addition,we feel it equitable that both the leisure activities. Complete seminar details State and Federal taxpayers carry a share of 1991 WESTERN WATER SEMINAR the burden as the Federal Central Valley Proj- ~�� inasep4vatcmailing.(1Please RipplingRivwResort ect has fordecadcs provided widespread public note: preliminary seminar infor- Welches,Oregon benefits...Passage of HR 3613 will be a clear mation was included in the May July 31 -August 3 indicator that Congress wants to solve envi- National Water Line.) ronmental problems and supports the 'Con- 1991 ANNUAL CONFERENCE =sus Approach' as leading us out of the Doubletrce Inn and Sheraton Hotel water politics gridlock and into tho next cen- Monterey,California tury with a sense of accomplishment" -8- November 48 /La NATIONAL WAS UNE Rims.*Wet � USvAlo°a Minoan,VA NATIONAL WATER RESOURCES ASSOCIATION Permit No.a2a WO NORTH FAIRFAX ORnIE.SURE e.ARLINGTON,VIRGINIA 22203 Weld County Commissioners P. O. Box 758 Greeley OD 80632 HEARING CERTIFICATION DOCKET NO. 90-17 RE: PRELIMINARY HEARING TO CONSIDER CREATING LOCAL IIO?ROVE'MENT DISTRICT ALONG 71ST AVENUE A public hearing was conducted on June 6, 1990, at 10:00 A.M., with the following present: Commissioner Gene R. Brantner, Chairman Commissioner George Kennedy, Pro-Tem Commissioner Constance L. Harbert Commissioner C.W. Kirby Commissioner Gordon E. Lacy - Excused Also present: Acting Clerk to the Board, Mary Reiff Assistant County Attorney, Lee D. Morrison Director of Engineering Department, Drew Scheltinga Director of Finance and .Administration, Don Warden The following business was transacted: I hereby certify that a public hearing was conducted to consider creation of a local improvement district along 71st Avenue. Lee Morrison, Assistant County Attorney, made this matter of record. Mr. Morrison said this hearing was set on May 14, based upon a petition submitted by certain owners within the district, and that informal notice was mailed to owners of lots within the district. He reviewed the lots and parcels to be included and said it is proposed that lots along 71st Avenue be assessed $1,900 each, and lots within Knaus Subdivision, Second and Third Filings; and Peterson-Alexander Subdivision be assessed $350 per lot. He said two additional hearings would be required; one to create the district; and one to assess the costs. Drew Scheltinga, Director of Engineering, said it is proposed to construct two 12' lanes consisting of 3" of pavement over 6" aggregate base course, with 6' aggregate shoulders. The estimated cost of the paving is $98,000, cost of preparation is estimated at $137,000, and administrative costs are estimated to total $25,000, for a total project cost of $260,000. The costs to be d to the property owners total $74,250, with the County to provide the rest of the cost. Mr. Scheltinga said the submitted petition was signed by owners who would bear 50% of the costs to be assessed. Public comment was offered by Bill Morris, who spoke in favor of the proposal and submitted letters from some who could not be present; Bill Elliott, who favored the proposal and submitted letters; Gladys Pfeif, who wants the road paved, but feels the County should pay the entire cost; Gary Weideman, owner of two lots along 71st Avenue, who opposes the project; Randy Babbitt, in favor; Betty Stewart, opposed; (Tape Change #90-25 during Mrs. Stewart's comments) Renada Riegel, in favor; Elmon Klein, who said this paving would be of no benefit to him and submitted a letter in opposition; Barb Salberg, who asked why the owners of Knauss Subdivision, First Filing, are not being assessed; and Charles Meyers, who favored the project. Mr. Morrison reviewed the comments which were received prior to this hearing. Mr. Morrison reviewed the draft Resolution which he prepared concerning this matter. Commissioner Harbert noted that the County's share of this project will be $158,750_ Commissioner Kirby moved to approve the Resolution declaring the County's intent to create Welch County 71st Avenue Local Improvement District No. 1990-1 and to set the hearing concerning the creation of said District for July 18, 1990, at 10:00 a.m. The motion was seconded by Commissioner Kennedy. Commissioner Harbert moved to amend the motion to hold the hearing at 7:00 p.m. Commissioner Kennedy seconded the amendment. Commissioner Kirby said that evening hearings sometimes create many problems, and he will vote against the amendment. On a roll call vote, the amendment resulted in a tie vote, with Commissioners Harbert and Kennedy voting aye; therefore, the amendment was defeated. The original motion carried unanimously. 900483 S DOO/5 ee 'Sas h Page 2 BARING CERTIFICATION - PRELIMINARY HEARING 71ST AVENUE IMPROVEMENTS This Certification was approved on the 11th day of June, 1990. APPROVED: BOARD OF COUNTY COMMISSIONERS ATTEST: WELD , COLORADO Weld County Clerk and Recorder and Clerk to the Bo Gene R. rantner/,�/Chairman ff�/ �puty County Cl k Geo a Kennedy, Pro-Tem 1/ onstance L. Harbert C.W. if .S.4,1 - EXCUSED Gordon E. Lacy TAPE #90-24 & #90-25 DOCKET #90-17 SD0015 900483 RECORD OF PROCEEDINGS MINUTES BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO JUNE 11, 1990 TAPE 890-25 The Board of County Commissioners of Weld County, Colorado, met in regular session in full conformity with the law and bylaws of said Board at the regular place of meeting in the Weld County Centennial Center, Greeley, Colorado, June 11, 1990, at the hour of 9:00 A.M. ROLL CALL: The meeting was called to order by the Chairman and on roll tail the following members were present, constituting a quorum of the members thereof: Commissioner Gene R. Brantner, Chairman Commissioner George Kennedy, Pro-Tom - Arrived later Commissioner Constance L. Harbert Commissioner C.W. Kirby - Arrived later Commissioner Gordon E. Lacy Also present: Assistant County Attorney, Bruce T. Barker Acting Cler% to the Board, Tommie Antuna MINUTES: The minutes were held over to later in the meeting. CERTIFICATIONS OF HEARINGS: The Certification was held over to later in the meeting. ADDITIONS: There were no additions to today's agenda. CONSENT AGENDA: Commissioner Lacy moved to approve the consent agenda as printed. Commissioner Harbert seconded the motion, and it carried unanimously. PROCLAMATION: GREELEY INDEPENDENCE STAMPEDE DAYS, JUNE 22 - JULY 7, 1990: This item was held over to later in the meeting. COMMISSIONER COORDINATOR REPORTS: There were no reports at today's meeting. WARRANTS: Don Warden presented the following warrants for approval by the Board: General fund $232,681.56 Social Services 10,931.32 Commissioner Lacy moved to approve the warrants as presented by Mr. Warden. Commie ;loner Harbert seconded the motion which carried unanimously. BIDS: RE-PRESENT DIGITAL CALL CHECK RECORDER - COMMUNICATIONS DEPARTMENT: Mr. Warden said when this item was presented on June 6, the name of one of the bidders, Magnasync Corporation, was not read into the record. He said this is to be considered for approval on June 27. Fe;aoi.2 APPROVE HOME DETENTION SERVICE - SHERIFF'S OFFICE: Sheriff Ed Jordan said bids were received from Central Security Communications, Inc., of Greeley: Intervention, Inc., of Brighton: and BI Monitoring Corporation, of Boulder. Sheriff Jordan said, after site visits and extensive field testing, it I is recommended that the bid be awarded to BI Monitoring Corporation. He said this company was not the low bidder, but this system appeared to provide the highest level of safety and security of all the systems tested. (Let the record reflect that Commissioner Kennedy is now present.) Following discussion, Commissioner Lacy moved to accept the recommendation in total. Seconded by Commissioner Kennedy, the motion carried unanimously. MINUTES: Commissioner Kennedy moved to approve the minutes of the Board of County Commissioners meeting o£ June 6, 1990, as printed. Commissioner Harbert seconded the motion, and it carried with Commissioner Lacy abstaining because he was excused from said meeting. CERTIFICATIONS OF HEARINGS: Commissioner Kennedy moved to approve the Certification for the hearing conducted on June 6, 1990: 1) Preliminary Hearing, 71st Avenue Local Improvement District. Commissioner Harbert seconded the motion, and it carried with Commissioner Lacy abstaining because he was excused from said hearing. BUSINESS: NEW: CONSIDER REQUEST FOR RENEWAL or 3.21 BEER LICENSE FROM ROBERTA AND C. RAY HINDERLITER, DBA I-76 MOTEL AND CAFE, UNIT A: Lt. Dave Malcolm, representing the Sheriff's Department, said there have been no liquor violations at this establishment during the past year. Commissioner Lacy moved to approve the 3.21 Beer License for Roberta and C. Ray Hinderliter, dba I-76 Motel and Cafe, Unit A. The motion was seconded by Commissioner Harbert, and it carried unanimously. Let the record reflect that Commissioner Kirby is now present. CONSIDER TAX ABATEMENT PETITION FROM COMPRESSOR SYSTEMS, INC. : Dick Wanes, County Assessor, recommended denial of this petition. Mr. Keirnes said the petitioner claims that Compressor Systems, Inc., was not the owner in the year 1988, but, according to his records, this company was listed as the owner in that year. Jan Rundus, Assistant County Attorney, made comments at this time. The petitioner was not represented at this meeting. Commissioner Lacy moved to deny the Tax Abatement Petition from Compressor Systems, Inc. Commissioner Kennedy seconded the motion which carried unanimously. CONSIDER INSURANCE CONTRACT WITH RELIANCE STANDARD LIFE INSURANCE COMPANY AND AUTHORIZE CHAIRMAN TO SIGN: Mr. Warden said this is a renewal for the long-term disability plan. The only change is an increase of the maximum amount from Sd,000 to $5,000. Commissioner Lacy moved to approve said Contract and authorize the Chairman to sign. Seconded by Commissioner. Kennedy, the motion carried unanimously. CONSIDER RESOLUTION RE: CONSENT TO ENFORCEMENT OF UNIFORM FIRE CODE BY WESTERN HILLS FIRE PROTECTION DISTRICT AND AUTHORIZE CHAIRMAN TO SIGN: Bruce Barker, Assistant County Attorney, said western Hills Fire Protection District has submitted a resolution which adopts certain sections of the Uniform Fire Code. Mr. Barker said this resolution was reviewed by the Planning Department. There was no representative of the Fire Protection District present. Mr. Barker said he had contacted Minutes - June 11, 1990 Page 2 Brion Newkirk, Chief of Western Rills Fire Protection District, to notify him of this meeting. Ed Stoner, representing the Department of Planning Services, said Appendix Chapter IX-8 of this resolution, concerning flammable or combustible tanks that may be flooded, is in conflict with the Weld County Building Code Ordinance. Discussion was held concerning tank batteries and the sale of fire works. Commissioner Lacy moved to continue this matter to June 20, 1990. Commissioner Kirby seconded the motion. On a roll call vote the motion failed with Commissioners Harbert, Kennedy and Brantner voting nay. Commissioner Harbert moved to approve said Resolution with the exception of Section IV, with said Section to be considered on June 20. Commissioner Kennedy seconded the motion. Mr. Barker questioned whether the motion should state that the exceptions should be Section IV and, .under Section I, the reference to Appendix Chapter II-B. Commissioner Harbert amended her motion to include the Sections as stated by Mr. Barker. Commissioner Kennedy agreed to the amendment. During the Discussion, Commissioner Lacy said he feels that a representative of the Fire District should be here to discuss the resolution as presented. Commissioner Harbert withdrew her motion. Commissioner Lacy moved to continue this matter to June 20. Commissioner Kirby seconded the motion, and it carried with Commissioner Kennedy voting nay. CONSIDER RESOLUTIONS RE: TEMPORARY CLOSURE OF BALSAM AVENUE BETWEEN EAST 18TH STREET AND EAST 20TH STREET; AND EMERGENCY CLOSURE OF WCR 70 BETWEEN WCR 53 AND 55: Commissioner Kirby moved to approve said Resolutions. Commissioner Kennedy seconded the motion which carried unanimously. CONSIDER RESOLUTION RE: APPOINTMENT OF CARL HARVEY TO COMMUNICATIONS ADVISORY BOARD: Commissioner Lacy moved to approve this Resolution concerning the appointment of Carl Harvey to the Commmuiications Advisory Board. Seconded by Commissioner Kirby, the motion carried unanimously. CONSIDER RESOLUTION RE: CANCEL UNCOLLECTIBLE AMBULANCE ACCOUNTS: Commissioner Lacy moved to approve said Resolution. The motion, which was seconded by Commissioner Harbert, carried unanimously. CONSIDER RESOLUTION RE: DIRECTING CLERK TO THE BOARD TO HAVE PUBLISHED EMERGENCY ORDINANCE NO. 157-A, SUPPLEMENTAL APPROPRIATION FOR 1990: Commissioner Lacy moved to approve this Resolution concerning the publication of Ordinance No. 157-A. Commissioner Kirby seconded the motion, and it carried unanimously. PLANNING: CONSIDER RESOLUTION RE: VIOLATIONS OF THE ZONING ORDINANCE - BATAA OIL: BECKY ARID KNUTSON: KIRK AND HILL-N-PARK, INCORPORATED; ALFORD, SURCEY, AND KUEHN; DAWSON? SILVERS; CASE: AND HINGLEY ESTATE AND HINGLEY FARMS: Commissioner Lacy moved to approve this Resolution authorizing the County Attorney to proceed with legal action against Batas Oil; Joseph R. Becky and Robert Knutson; Bryce Kirk and Hill-N-Park, Incorporated; Larry Alford, Betty Burcey, Mary 6 Iven Kuehn: Betty L. s Jacob J. Dawson; William L. 6 Shirley J. Silvers; loyal O. Case: and Alice M. Hingley Estate and Hingley Farms for violations of the Weld County Zoning and Code Ordinance. Commissioner Kennedy seconded the motion, and it carried unanimously. Minutes - June 11, 1990 Page 3 . PROCLAMATION: GREELEY INDEPENDENCE STAMPEDE DAYS, JUNE 22 - JULY 7, 1990: Chairman BXantner read this Certificate into the record. RESOLUTIONS AND ORDINANCES: The Resolutions were presented and signed as listed on the consent agenda. There were no Ordinances. Let the minutes reflect that the above and foregoing actions were attested to and respectfully submitted by the Acting Clerk to the Board. There being no further business, this meeting was adjourned at 9:30 A.M. APPROVED: y ATTEST: rem BOARD OF COMMISSIONERS WELD , COLORADO Weld County Clerk and Recorder and Clerk to the Board a R. Brantner, irman itoltemeaulloi— Deputy County a George KEiuiedy", Fro-Tem C EXCUSED DATE OF APPROVAL Constance L. Harbert EXCUSED DATE OF APPROVAL C.W. Ki a e•Minutes - June 11, 1990 Page 4 RECORD OF PROCEEDINGS AGENDA Monday, June 18, 1990 Tape #90-25 ROLL CALL: Gene R. Brantner, Chairman George Kennedy, Pro-Tem Constance L. Harbert C.W. Kirby Gordon E. Lacy MINUTES: Approval of minutes of June 11, 1990 ADDITIONS TO AGENDA: New Business: #9 - Consider declaring certain equipment as surplus: #10 - Consider authorizing Chairman to sign Contract with Ritchie Bros. Auctioneers Int'1.: and #11 - Consider continuance of reading of Emergency Ordinance #157-A APPROVAL OF CONSENT AGENDA: COMMISSIONER COORDINATOR 1) Communication Services - Lacy REPORTS: 2) Engineering Services - Kirby 3) Health Services - Harbert 4) Planning Services - Kennedy 5) Purchasing & Personnel - Brantner COUNTY FINANCE OFFICER: 1) Warrants (Donald Warden) BIDS: 1) Present and approve reloading ammunition - Sheriff's Department 2) Present carpet replacement - Buildings and Grounds Department BUSINESS: OLD: 1) Consider Dust Blowing Complaint against David and Gail Mattern - SWI S17 T5N R66W (cont. from 5/14/90) NEW: 1) Consider request for renewal of Tavern Liquor License from Rafferty., Inc., dba Raffertys 2) Consider Contract between Human Resources and State Department of Social Services for Home and Community Based Services and authorize Chairman to sign 3) Consider Revised Application between Human Resources and State Department of Local Affairs for Emergency Community Services Homeless Funding and authorize Chairman to sign n 4) Consider Agreement with Weld Mental Health Center for Therapeutic Foster Care Program and authorize Chairman to sign 5) Consider request from Pest Inspector to enter upon certain lands 6) Consider authorization for County Attorney to initiate legal proceedings - Haas 7) Consider Resolutions re: Temporary closure of East 20th Street between 1st Avenue and Cherry Avenue: and WCR 88 between WCR 29 and 31 8) Consider Resolution re: Department of Corrections Jail Contract and authorize Chairman to sign PLANNING: 1) Consider Resolution re: Building Code and Zoning Violations - ravels.: Littell: Damian: Sayler: Lakeview Village, Inc.: and Hunter CONSENT AGENDA APPOINTMENTS: Jun 19 - Planning Commission 1:30 PM Jun 19 - Retirement Board 2:15 PM Jun 19 - Airport Authority 3:00 PM Jun 21 - Placement Alternatives Commission 12:00 NOON Jun 25 - work Session 10:00 AM Jun 25 - NCMC Board of Trustees 12:00 NOON Jun 26 - Health Advisory Board 9:00 AM Jun 26 - Housing Authority 11:30 AM Jun 26 - E-91I Board 12:00 NOON Jun 26 - Weld Child Care Network 12:00 NOON Jun 27 - SOAP 7:00 AM Jun 28 - Human Resources Council 8:00 AM Jun 29 - Centennial Developmental Center 8:00 AM Jul 4 - HOLIDAY HEARINGS: Jun 20 - Change of Zone, A (Agricultural) to POD (Planned Unit Development) , Antelope Hills PUD 10:00 AM Jun 20 - Special Review Permit, Agricultural service establishment, Roggen Farmers Elevator Association 10:00 AM Jun 20 - Increased fee for Special Review Permit applications for Solid Waste Disposal Sites and Facilities 10:00 AM Jun 25 - 3.26 Beer License, Donald L. Veden, dba The Little Store 9:00 AM Jun 27 - Show Cause Hearing, Moritz E. and Sheila Baessler 10:00 AM Jun 27 - Special Review Permit and Certificate of Designation, Solid waste disposal site and facility, Waste Services Corporation 10:00 AM Jun 27 - Special Review Permit, Recreational facility in the A (Agricultural) Zone District, Daniel Ochsner and Barry Payant 10:00 AM Jul 18 - Creation of Weld County 7lst Avenue Local Improvment District 1990-1 10:00 AM REPORTS: 1) George Goodell, Road and Bridge Director, re: Road opening COMMUNICATIONS: 1) Colorado Water Congress - Water Legislative Report 2) Department of Health and Human Services re: JOBS Program 3) Northern Colorado Water Conservancy District - water Delivery Report - 4) Public Utilities Commission re: Docket No. 90A-275G and 90A-325R 5) Wyoming Assistant Attorney General re: Request for expert witness 6) Emma Mashes re: wCR 90 near WCR 19 7) Planning Commission agenda for June 19, 1990 and minutes of June 5, 1990 8) State Department of Health agenda for June 20, 1990 9) Nuclear Regulatory Commission re: Public Service Company of Colorado 10) Carole Y. Mack re: Resignation from Housing Authority Board 11) City of Thornton - Notification of Intention of Annexation 12) State Department of Highways Newsletter 090-23; and Milestones, Vol. 3, No. 3 13) State Board of Assessment Appeals - Notices of Hearings PLANNING STAFF 1) RE 01113 - Vigil APPROVALS: 2) RE 01277 - Sekich 3) MHZP 055 - Moyer RESOLUTIONS: • 1) Approve Insurance Contract with Reliance Standard Life Insurance Company * 2) Approve temporary closure of East 20th Street between 1st Avenue and Cherry Avenue * 3) Approve authorization for County Attorney to proceed with legal action - Building Code and Zoning Violations • 4) Approve Contract with Bi Monitoring Corporation Correctional Resources, Inc. * 5) Approve temporary closure of WCR 88 between WCR 29 and 31 • 6) Approve Department of Corrections Jail Contract * Signed at this meeting Monday, June 18, 1990 RESOLUTION RE: APPROVE INSURANCE CONTRACT WITH RELIANCE STANDARD LIFE INSURANCE COMPANY AND AUTHORIZE CHAIRMAN TO SIGN WHEREAS, the Board o£ County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with an Insurance Contract with Reliance Standard Life Insurance Company, and WHEREAS, the terms and conditions of said Contract are as stated in the Contract, a copy of which is attached hereto and incorporated herein by reference, and WHEREAS, after study and review, the Board deems it advisable to approve said Contract. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Insurance Contract with Reliance Standard Life Insurance Company be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Contract. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of June, A.D. , 1990. BO OF COUNTY COMMISSIONERS ATTEST: J WE UNTY, COLORADO Weld County lerk and Recorder D ,t1 and Clerk to the Board 'Gene R. Brant er, C airman �,�,� 4,eorgc' a ICenne y, Pro-TE�m Deputy Count C erc EXCUSED DATE OF SIGNING - (AYE) APPROVED AS TO FORM: Constance L. Harbert �� EXCUSED DATE OF SIGNING - (AYE) �� 0 C.W. xirb ounty Attothey Go . fp joofi ��; � T 900520 Reliance Standard Life Insurance Company Home Office: Chicago, Illinois • Administrative Office: Philadelphia, Pennsylvania POLICYHOLDER:Weld County POLICY NUMBER: LSC 62,333 EFFECTIVE DATE: January 1, 1985, as amended on April 1, 1990 ANNIVERSARY DATES: January 1, 1986 and each January 1 thereafter PREMIUM DUE DATES: The first Premium is due on the Effective Date. Further Premiums are due monthly in advance. on the first day of each month. This Policy is delivered in Colorado and is governed by its laws. Reliance Standard Life Insurance Company is referred to as "we", "our" or "us" in this Policy. The Policyholder and any subsidiaries, divisions or affiliates are referred to as 'you", "your" or "yours" in this Policy. We agree to provide insurance to you in exchange for the payment of Premium and a signed Application, This Policy provides income replacement benefits for Total Disability from Sickness or Injury. It insures those Eligible Persons for the Monthly Benefit shown on the Schedule of Benefits. The insurance is subject to the terms and conditions of this Policy. The Effective Date of this Policy is shown above. This Policy stays in effect as long as Premium is paid when due. The "TERMINATION of THIS POLICY" section of the GENERAL PROVISIONS explains when the insurance terminates. This Policy is signed by our President and Secretary. a„. Z0.40.i a_ S4.2.sc.wkda, SECRETARY PRESIDENT Countersigned �O Licen a P. dont Apenl GROUP LONG TERM DISABILITY INSURANCE NON-PARTICIPATING This Long Term Disability Policy amends the Long Term Disability Policy previously issued to you by us. 900520 LRS-6564 Ed. 2/83 RELIANCE STANDARD LIFE INSURANCE COMPANY Home Office: Chicago, Illinois Administrative Office: Philadelphia, Pennsylvania GROUP POLICY NUMBER: LSC 62,333 POLICY EFFECTIVE DATE: January 1, 1986, as amended on April 1, 1990 POLICY DELIVERED IN: Colorado ANNIVERSARY DATE: January 1 in each year Application is made to us by: Weld County This Application is completed in duplicate, one copy to be attached to your Policy and the other retumed to us. It is agreed that this Application takes the place of any previous application for your Policy. • Signed at l rpP8 t l U this /./ 94.1/4- _ daY of Su��j MS ' � t Policyhol er: WP. tv,y) Agent: #626(1$ 'AA g etCrii• ature) �V (Lice sed -_ •ent Agent) NI ftr7im/1.,1i Rant (Title) 900520 LRS-6564-1 Ed. 2/83 I RELIANCE STANDARD LIFE INSURANCE COMPANY Home Office: Chicago. Illinois Administrative Office: Philadelphia, Pennsylvania GROUP POLICY NUMBER: LSC 62,333 POLICY EFFECTIVE DATE: January 1, 1985, as amended on April 1, 1990 POLICY DELIVERED IN: Colorado ANNIVERSARY DATE: January 1 in each year Application is made to us by: Weld County This Application is completed in duplicate, one copy to be attached to your Policy and the other retumed to us. It is agreed that this Application takes the place of any previous application for your Policy. Signed at ___Q9Pe,teed 1 0 U this /I Silk- day of •` 1 j i�,�j nth. Policyholder: tlje �ct, afrijni Agent: Sy: K Signature) (Licensed Resident Agent) Pil l'ilJ l it 1 till an l ROPIttri Anil a t55/-nC.O,) (Title) ATTEST:`�Yy12u{,(( nec�/tinJ WELD COUNTY CLERK AND RECORDER AND CLERK TO TH.ARD Dep County Clerk 90©520 LRS-6564.1 Ed. 2/83 S TABLE Of CONTENTS Page SCHEDULE OF BENEFITS 1.0 2.0 DEFINITIONS _ 3.0 GENERAL PROVISIONS Entire Contract,Changes.Time Limit on Certain Defenses, Pecoros Maintained,Clerical Error, Misstatement of Age, Not in Lieu of Worker's Comcensa;:cn,Conformity with State Laws, Certificate of Insurance,Termination of this Policy a.C CLAIMS PROVISIONS Notice of Claim.Claim Forms, Written Proof of Total Disability, Payment of Claims, Physical Examination and Autopsy,Legal Actions INDIVIDUAL ELIGIBILITY,EFFECTIVE DATE AN0 TERMINATION S.G General Group,Eligibility Requirements, Effective Cate of Individual Insurance, Termination of Individual Insurance, Individual Reinstatement 6.0 PREMIUMS 7.0 BENEF'.T PROVISIONS 8.0 EXCLUSICNS 9.0 LIMI ATZONS 10.0 S?�CISIC I:t'JE,'/.StI:"_' SE:tE:I: (I COST OF LIVING BENEFIT 11.0 pacts Dam 4/1/90 W�{M�yv�T��w,�M r not of LAS-6564.2(E)EC.2/83 Living Added. 900520 SCHEDULE OF BENEFITS NAME OF SUBSIDIARIES, DIVISIONS OR AFFILIATES TO BE COVERED: Not Applicable ELIGIBLE CLASSES: Each active, Full-time employee, except any person employed on a temporary or seasonal basis. WAITING PERIOD: Present Employees: none Future Employees: 30 days INDIVIDUAL EFFECTIVE DATE: The first of the Policy month coinciding with or next following completion of the Waiting Period, if applicable. INDIVIDUAL REINSTATEMENT: 6 months MINIMUM PARTICIPATION REQUIREMENTS: Percentage: 100% Number of Insureds: 10 LONG TERM DISABILITY BENEFIT ELIMINATION PERIOD: 180 consecutive days of Total Disability. MONTHLY BENEFIT: The Monthly Benefit is an amount equal to 60% of Covered Monthly Earnings, payable in accord- ance with the section entitled Benefit Amount. MINIMUM MONTHLY BENEFIT: In no event will the Monthly Benefit payable to an Insured be less than $50.00. MAXIMUM MONTHLY BENEFIT: $5.000.00(this is equal to a maximum Covered Monthly Eamings of$8,333.00). MAXIMUM DURATION OF BENEFITS: Benefits will not accrue beyond the duration specified below: Ace at Disablement Duration of Benefits (in years) 61 or less To Age 65 62 3-1/2 63 3 64 2-1/2 65 2 66 1-3/4 67 1-1/2 68 1.1/4 69 or more 1 CONTRIBUTIONS: Insured: 0% Effective Data 4/1/90 piovisionacietteniud Monthly Benefit Oc;LRS-6v564 3 al. 2/83 t.0900520 (2) Retirement Benefits under the United States Social Security Act of 1935, as amended, or under any similar plan or act: or (3) an employer's retirement plan where payments are made in a lump sum or periodically and do not represent contributions made by an Insured. Retirement Benefits do not include: (1) a federal government employee pension benefit: (2) a thrift plan; (3) a deferred compensation plan; (4) an individual retirement account (IRA); (5) a tax sheltered annuity (TSA); (6) a stock ownership plan; or (7) a profit sharing plan. "Sickness" means illness or disease causing Total Disability which begins while insurance coverage is in effect for the Insured. Sickness includes pregnancy, childbirth, miscarriage or abortion, or any complications therefrom. "Totally Disabled" and "Total Disability" mean that as a result of an Injury or Sickness: (1) during the Elimination Period and for the first 24 months for which a Monthly Benefit is payable, an Insured cannot perform the material duties of his/her regular occupation.We consider the Insured "Totally Disabled" if due to an Injury or Sickness he or she is capable of only performing the material duties on a part-time basis or part of the material duties on a Full-time basis; and (2) after a Monthly Benefit has been paid for 24 months, an Insured cannot perform the material duties of any occupation. Any occupation is one that the Insured's education, training or experience will reasonably allow. • �r C®520 lF�A�"6664 4 'd. 2/83 2.1 SCHEDULE OF BENEFITS NAME OF SUBSIDIARIES, DIVISIONS OR AFFILIATES TO BE COVERED: Not Applicable ELIGIBLE CLASSES: Each active, Full-time employee, except my person employed on a temporary or seasonal basis. WAITING PERIOD: s: none Present mployees: 30 days INDIVIDUAL EFFECTIVE DATE: The first of the Policy month coinciding with or next following completion of the Waiting Period, if applicable. INDIVIDUAL REINSTATEMENT: 6 months MINIMUM PARTICIPATION REQUIREMENTS: Percentage: 100% Number of Insureds: 10 ' LONG TERM DISABILITY BENEFIT ' ELIMINATION PERIOD: 180 consecutive days of Total Disability. MONTHLY BENEFIT: The Monthly Benefit is an amount equal to 60% of Covered Monthly Earnings, payable in accord- ance with the section entitled Benefit Amount. MINIMUM MONTHLY BENEFIT: In no event will the Monthly Benefit payable to an Insured be less than 550.00. MAXIMUM MONTHLY BENEFIT: $5.000.00 (this is equal to a maximum Covered Monthly Eamings of$8,333.00). MAXIMUM DURATION OF BENEFITS: Benefits will not accrue beyond the duration specified below: Age at Disablement Duration of Benefits (in years) 61 or less To Age 65 62 3-1/2 63 3 64 2-1/2 65 2 66 1-3/4 67 1-1/2 68 1-1/4 69 or more• 1 CONTRIBUTIONS: Insured: 0% Efefzive Dam 4/1 /90 PX'0tiiS10O th Maxie Monthly Benefit I_Ce.gBd-3 mod. 2/83 1.0900520 DEFINITIONS "Actively at Work" and "Active Work" mean actually performing on a Full-time basis the material duties pertaining to his/her job in the place where and the manner in which the job is normally performed. This includes approved time off such as vacation,jury duty and funeral leave, but does not include time off as a result of an Injury or Sickness. "Claimant" means an Insured who makes a claim for benefits under this Policy for a loss covered by this Policy as a result of an Injury to or a Sickness of the Insured. "Covered Monthly Earnings" means the Insured's monthly salary received from you on the day just before the date of Total Disability. Covered Monthly Earnings do not include commissions, overtime pay. bonuses or any other special compensation not received as Covered Monthly Earnings. If hourly paid employees are insured, the number of hours worked during a regular work week, not to exceed forty (40) hours per week. times 4,333, will be used to determine Covered Monthly Earnings. If an employee is paid on an annual basis, then the Covered Monthly Earnings will be determined by dividing the basic annual salary by 12. "Eligible Person" means a person who meets the Eligibility Requirements of this Policy. "Elimination Period" means a period of consecutive days of Total Disability, as shown on the Schedule of Benefits page. for which no benefit is payable. It begins on the first day of Total Disability. Interruption Period: If, during the Elimination Period, an Insured returns to Active Work for less than: (1) seven (7) days for Elimination Periods of one hundred and seventy-nine (179)days or less; or (2) fourteen (14) days for Elimination Periods of one hundred and eighty (180) days or more; then the same or related Total Disability will be treated as continuous. Days that the Insured is Actively at Work during this interruption period will not count towards the Elimination Period. This interruption of the Elimination Period will not apply to an Insured who becomes eligible under any other group long term disability insurance plan. "Full-time" means working for you for a minimum of 32 hours during a person's regular work week. "Hospital" or "Institution" means a facility licensed to provide care and treatment for the condition causing the Insured's Total Disability. "Injury" means bodily injury resulting directly from an accident, independent of all other causes. The Injury must cause Total Disability which begins while insurance coverage is in effect for the Insured. "Insured" means a person who meets the Eligibility Requirements of this Policy and is enrolled for this insurance. "Physician" means a duly licensed practitioner who is recognized by the law of the state in which treatment is received as qualified to treat the type of Injury or Sickness for which claim is made. The Physician may not be the Insured or a member of his/her immediate family. "Pre-existing Condition" means any Sickness or Injury for which the Insured received medical treatment, consultation, care or services, including diagnostic procedures, or took prescribed drugs or medicines, during the 3 months imme- diately prior to the Insured's effective date of insurance. "Premium" means the amount of money needed to keep this Policy in force. "Rehabilitative Employment" means work in any gainful occupation for which the Insured's training, education or experi- ence will reasonably allow. The work must be supervised by a Physician or a licensed rehabilitation specialist approved by us. Rehabilitative Employment does not include performing all the material duties Of hisfier regular occupation on a Full-time basis. "Retirement Benefits" mean money which the Insured is entitled to receive upon early or normal retirement or disability retirement under: (1) any plan of a state, county or municipal retirement system, if such pension benefits include any credit for em- ployment with you; alai rtri:tH n061O1e0121vrA0 • LRS-6564.4 Ed. 2/83 2.0 90052n °mod c�.r•:` ,:: (2) Retirement Benefits under the United States Social Security Act of 1935, as amended, or under any similar sum or periodically and do not represent plan or act; or retirement plan where paYrt1e^u are made in a lump (3) an employer's „ contributions made by an Insured. RetirementaBedAS do not include:eral government employee pension benefit; (1)) • (2) a thrift plan nsation plan; (3) a deferred compe (d) an individual retirement account (IRA); (5) a tax sheltered annuity (TSA); (g) a stock ownership plan: or for the (q) a profit sharing plan. "Sickness" means illness or disease causing Total Disability which begins while insurance cations there from effoct Insured. Sickness includes pregnancy, childbirth, miscarriage or abortion, or any comp payable, an Insured or Sickness: an Injury Benefit is pay Disabled" Totally an that as a result he material duties on a part-time bas's "Totally Disabled" and "Total D'�'e1rial"dutes of hismer regular ofoccupar^� We consider the Insured " (1) during the Elimination Period and for the first 24 months for rfh�h'9Monthly cannot perform the mat able of only performing if due to an Injury or Sickness he or she is capable dorm the material duties of any ^ id for basis; months. an Insured Cannot perform will reasonably allow. or part of the ly material duties has been Full-time "time basis: an • • (2) after a Monthly occupation. Any occupation is one that the Insured's educatio^' training or ex �C0520 1 tie X864-tg+. 2/83s3 2 GENERAL PROVISIONS ENTIRE CONTRACT: The entire contract between you and us is this Policy, your Application (a copy of which is at- tached at issue) and any attached amendments. CHANGES: No agent has authority to change or waive any part of this Policy. To be valid, any change or waiver must be in writing, signed by either our President, a Vice President, or a Secretary. The change or waiver must also be at- tached to this Policy. TIME LIMIT ON CERTAIN DEFENSES: After this Policy has been in force for two (2) years from its Effective Date, no statement made by you shall be used to void this Policy: and no statement by any Insured on a written application for insurance shall be used to reduce or deny a claim after the Insured's insurance coverage, with respect to which claim has been made, has been in effect for two (2) years. • RECORDS MAINTAINED: You must maintain records of all Insureds. Such records must show the essential data of the insurance, including new persons. terminations, changes, etc. This information must be reported t0 us regularly. We re- serve the right to examine the insurance records maintained at the place where they are kept. This review will only take place during normal business hours. CLERICAL ERROR: If a clerical error is made, it will not affect the insurance of any Insured. An error will not begin in- surance or continue the insurance of any person prior to the date it should have begun or beyond the date it should have ended under this Policy's termS. MISSTATEMENT OF AGE: If an Insured's age is misstated, the Premium will be adjusted. If the Insured's benefit is at- . fected by the misstated age, it will also be adjusted. The benefit will be changed to the amount the Insured is entitled to at his/her correct age. NOT IN LIEU OF WORKER'S COMPENSATION: This Policy is not a Worker's Compensation Policy. It does not pro- vide Worker's Compensation benefits. CONFORMITY WITH STATE LAWS: Any section of this Policy, which on its Effective Date, conflicts with the laws of the state in which this Policy is issued, is amended by this provision. This Policy is amended to meet the minimum require- ments of those laws. CERTIFICATE OF INSURANCE: We will send to you an individual certificate for each Insured. The certificate will outline the insurance coverage. state this Policy's provisions that affect the Insured, and explain to whom benefits are payable. TERMINATION OF THIS POLICY: You may cancel this Policy at any time by giving us written notice. This Policy will be cancelled on the date we receive your notice or, if later, the date requested in your notice. This Policy will terminate at the end of the Grace Period if Premium has not been paid by that date. We may cancel this Policy within thirty-one (31) days of written notice prior to the date of cancellation, only: (1) if the number of Insureds is less than the Minimum Participation Number shown on the Schedule of Benefits; (2) if the percentage of Eligible Persons insured is less than the Minimum Participation Percentage shown on the Schedule of Benefits; or (3) on any Policy Anniversary. You will still owe us any Premium that is not paid up to the date this Policy is cancelled. We will return, pro-rata, any part of the Premium paid beyond the date this Policy is cancelled. Termination of this Policy will not affect any claim which was covered prior to termination, subject to the terms and con- ditions of this Polity. • LRS-6564.5 Ed. 2/63 3.0 900520 CLAIMS PROVISIONS NOTICE OF CLAIM: Written notice must be given to us within thirty-ono (31)days after a Total Disability covered by this Policy occurs, or as soon as reasonably possible. The notice should be sent to us at our Administrative Office or to our authorized agent. The notice should include your name, the Policy Number and the Insured's name. CLAIM FORMS: When we receive the notice of claim, we will send the Claimant the claim forms to file with us. We will send them within fifteen (15) days after wo receive notice. If we do not, then proof of Total Disability will be met by giving us a written statement of the type and extent of the Total Disability. The statement must be sent within ninety (90) days after the loss began. WRITTEN PROOF OF TOTAL DISABILITY: For any Total Disability covered by this Policy, written proof must be sent to us within ninety (90) days after the Total Disability occurs. If it is not reasonably possible to give proof within ninety(90) days, the claim is not affected if the proof is sent as soon as possible. PAYMENT OF CLAIMS: When we receive written proof of Total Disability covered by this Policy, we will pay any benefits due. Benefits that provide for periodic payment will be paid for each period as we become liable. We will pay benefits to the Insured, if living, or else to his/her estate. If the Insured has died and we have not paid all benefits due. we may pay up to $1,000.00 to any relative by blood or marriage, or to the executor or administrator of the Insured's estate. The payment will only be made to persons entitlod to it. An expense incurred as a result of the Insured's last illness. death or burial will entitle a person to this payment. The payments will cease when a valid claim is made for the benefit. We will not be liable for any payment we have made in good faith, PHYSICAL EXAMINATION AND AUTOPSY: We will, at our expense, have the right to have a Claimant interviewed and/or examined; (1) physically; (2) psychologically; and/or (3) psychiatrically; to determine the existence of any Total Disability which is the basis for a claim. This right may be used as often as it is reasonably required while a claim is pending. We can have an autopsy made unless prohibited by law. LEGAL ACTIONS: No legal action may be brought against us to recover on this Policy within sixty (60)days after written proof of loss has been given as required by this Policy. No action may be brought after three (3) years (Kansas, five (5) years; South Carolina, six (6) years)from the time written proof of loss is received. Z 656A)-Ed. 2/83 4.0 900520 INDIVIDUAL ELIGIBILITY, EFFECTIVE DATE AND TERMINATION GENERAL GROUP: The general group will be your employees and employees of any subsidiaries,divisions or affiliates named on the Schedule of Benefits page. ELIGIBILITY REQUIREMENTS: A person is eligible for insurance under this Policy if he/she: (1) is a member of an Eligible Class, as shown on the Schedule of Benefits page; and (2) has completed the Waiting Period, as shown on the Schedule of Benefits page. WAITING PERIOD: A person who is continuously employed on a Full-time basis with you for the period specified on the Schedule of Benefits page has satisfied the Waiting Period. The Waiting Period for Present Employees applies to persons who are members of the Eligible Classes on this Policy's Effective Date.The Waiting Period for Future Employees applies to persons who become members of the Eligible Classes after this Policy's Effective Date. EFFECTIVE DATE OF INDIVIDUAL INSURANCE: If you pay the entire Premium due for an Eligible Person, the insur- ance for such Eligible Person will go into effect on the Individual Effective Date, as shown on the Schedule of Benefits page. If an Eligible Person pays a part of the Premium, he/she must apply in writing for the insurance to go into effect. He/she will become insured on the latest of: (1) the Individual Effective Date as shown on the Schedule of Benefits page, if he/she applies on or before that date; (2) on the date he/she applies, if he/she applies within thirty-one (31) days from the date he/she first met the El- igibility Requirements; or (3) on the date we approve any required proof of health acceptable to us.We require this proof if a person applies: (a) after thirty-one (31) days from the date he/she first met the Eligibility Requirements; or (b) after he/she terminated this insurance but remained in an Eligible Class as shown on the Schedule of Benefits page. The insurance for an Eligible Person will not go into effect on a date he/she is not Actively at Work because of a Sickness or Injury. The insurance will go into effect after the person is Actively at Work for one (1) full day in an Eligible Class. as shown on the Schedule of Benefits page. TERMINATION OF INDIVIDUAL INSURANCE: The insurance of an Insured will terminate on the first of the following to occur: (1) the first of the Policy month coinciding with or next following the date this Policy terminates: (2) the first of the Policy month coinciding with or next following the date the Insured ceases to meet the Eligiblity Requirements; (3) the end of the period for which Premium has been paid for the Insured: or / (4) the first of the Policy month coinciding with or next following the date the Insured enters military service (not including Reserve or National Guard). INDIVIDUAL REINSTATEMENT: The insurance of a terminated person may be reinstated if he/she returns to Active Work with you within the period of time as shown on the Schedule of Benefits page. He/she must also be a member of an Eligible Class, as shown on the Schedule of Benefits page, and have been: (1) on a leave of absence approved by you; or (2) on temporary layoff. The person will not be required to fulfill the Eligibility Requirements of this Policy again. The insurance will go into effect after he/she returns to Active Work for one (1) full day. If a person returns after having resigned or having been dis- charged, he/she will be required to fulfill the Eligibility Requirements of this Policy again. If a person retums after termi- nating insurance at his/her request or for failure to pay Premium when due, proof of health acceptable to us must be submitted before he/she may be reinstated. LAS-65 Ed 2/83 5.0 900520 PREMIUMS PREMIUM PAYMENT: All Premiums are to be paid by you to us, or to an authorized agent. on or before the due date. The Premium Due Oates are stated on this Policy's face page. PREMIUM RATE: The Premium due will be the rate per$100.00 of the entire amount of Covered Monthly Earnings then in force. We will furnish to you the Premium Rate on this Policy's Effective Date and when it is changed. We have the right to change the Premium Rate: (1) when the extent of coverage is changed by amendment; (2) on any Premium Due Date after the second Policy Anniversary; or (3) on any Premium Due Date on or after the first Policy Anniversary if your entire group's Covered Monthly Earnings changes by 25% or more from such group's Covered Monthly Earnings on this Policy's Effective Date. • We will not change the Premium Rate due to (2) or (3) above more than once in any twelve (12) month period. We will tell you in writing at least thirty-one (31) days before the date of a change due to (2) or (3) above. GRACE PERIOD: You may pay the Premium up to 31 days after the date it is due. This Policy stays in force during this time. If the Premium is not paid during the grace period, this Policy will terminate. You will still owe us the Premium up to the date this.Policy terminates. WAIVER OF PREMIUM: No Premium is due us for an Insured while he/she is receiving Monthly Benefits from us. Once Monthly Benefits cease due to the end of his/her Total Disability, Premium payments must begin again if insurance is to continue. 032 •LRS-6564.8 Ed. 2/83 6.0 900520 BENEFIT PROVISIONS INSURING CLAUSE: We will pay a Monthly Benefit if an Insured: (1) is Totally Disabled as the result of a Sickness or Injury covered by this Policy: (2) is under the regular care of a Physician: (3) has completed the Elimination Period; and (4) submits satisfactory proof of Total Disability to us. BENEFIT AMOUNT: To figure the benefit amount payable: (1) multiply an Insured's Covered Monthly Earnings by the benefit percentage(s), as shown on the Schedule of Benefits page: (2) take the lesser of the amount: (a) of step (1) above; or (b) the Maximum Monthly Benefit, as shown on the Schedule of Benefits page; and (3) subtract Other Income Benefits, as shown below, from step (2) above. We will pay at least the Minimum Monthly Benefit, if any, as shown on the Schedule of Benefits page. OTHER INCOME BENEFITS: Other Income Benefits are benefits resulting from the same Total Disability for which a Monthly Benefit is payable under this Policy, other than Retirement Benefits. These Other Income Benefits are: (1) disability income benefits an Insured is eligible to receive under any group insurance plan(s); (2) disability income benefits an Insured is eligible to receive under any governmental retirement systems, except benefits payable under a federal government employee pension benefit: (3) disability income benefits an Insured is eligible to receive under: (a) Worker's Compensation Laws; • (b) occupational disease law; (c) any other laws of like intent as (a) or (b) above; and (d) any compulsory benefit law; (4) any of the following that the Insured is entitled to receive from you: (a) any formal salary continuance plan; (b) wages, excluding the amount allowable under the Rehabilitation Provision; and (c) commissions or monies, including vested renewal commissions, but, excluding commissions or monies that the Insured eamed prior to Total Disability which are paid after Total Disability has begun; (5) that part of disability or Retirement Benefits paid for by you that an Insured is eligible to receive under a group retirement plan. Disability and early Retirement Benefits will be offset only if such benefits are elected by the Insured or do not reduce the amount of his/her accrued normal Retirement Benefits then funded; and (6) disability or Retirement Benefits under the United States Social Security Act, the Canadian pension plans, federal or provincial plans, or any similar law which: (a) an Insured is eligible to receive because of his/her Total Disability or eligibility for Retirement Benefits; and (b) an Insured is eligible to receive for his/her spouse or children due to (a) above. Benefits above will be estimated if the benefits: (1) have not been applied for; or (2) have not been awarded: and (3) have been denied and the denial is being appealed. The Monthly Benefit will be reduced by the estimated amount. If benefits have been estimated, the Monthly Benefit will be adjusted when we receive proof: (1) of the amount awarded: or (2) that benefits have been denied and the denial cannot be further appealed. If we have underpaid the Monthly Benefit for any reason, we will make a lump sum payment. If we have overpaid the Monthly Benefit for any reason, the overpayment must be repaid to us. At our option, we may reduce the Monthly Benefit or ask for a lump sum refund. If we reduce the Monthly Benefit, the Minimum Monthly Benefit, if any, as shown on the Schedule of Benefits page, would not apply. .900520 LRS-656449 Ed.;7/83 7.0 For each day of a period of Total Disability less than a full month, the amount payable will be 1/30th of the Monthly Ben- efit. COST OF LIVING FREEZE: After the initial deduction for any Other Income Benefits, the Monthly Benefit will not be further reduced due to any cost of living increases payable under these Other Income Benefits. LUMP SUM PAYMENTS: If Other Income Benefits are paid in a lump sum, the sum will be broken down to a monthly amount for the period of time the sum is payable. If no period of time is given, the sum will be broken down to a monthly amount for the period of time we expect the Insured to be disabled based on actuarial tables of disabled lives. TERMINATION OF MONTHLY BENEFIT: The Monthly Benefit will stop on the earliest of: (1) the date the Insured ceases to be Totally Disabled: (2) the date the Insured dies; (3) the Maximum Duration of Benefits, as shown on the Schedule of Benefits page, has ended: or (4) the date the Insured fails to furnish the required proof of Total Disability. REHABILITATION PROVISION: If, during a period of Total Disability for which a Monthly Benefit is payable. an Insured accepts Rehabilitative Employment, we will continue to pay the Monthly Benefit less 50% of any of the money received from this Rehabilitative Employment. RECURRENT DISABILITY: !f, after a period of Total Disability for which benefits are payable, an Insured returns to Ac- tive Work for at least six (6) consecutive months, any recurrent Total Disability for the same or related cause will be part of a new period of Total Disability, A new Elimination Period must be completed before any further Monthly Benefits are payable. If an Insured returns to Active Work for less than six (6) months, a recurrent Total Disability for a same or related cause will be part of the same Total Disability. A new Elimination Period is not required. Our liability for the entire period will be subject to the terms of this Policy for the original period of Total Disability. This Recurrent Disability section will not apply to an Insured who becomes eligible for insurance coverage under any other group long term disability insurance plan. • LRS-6564-9 Ed. 2/83 7.1 4©®r, 710 EXCLUSIONS We will not pay a Monthly Benefit for any Total Disability caused by: (1) an act of war, declared or undeclared; (2) an intentionally self-inflicted Injury; (3) the Insured committing a felony; or (4) an Injury or Sickness that occurs while the Insured is confined in any penal or correctional institution. • LAS-6,564.10 gis V83 900520 LIMITATIONS MENTAL OR NERVOUS DISORDERS: Monthly Benefits for Total Disability due to mental or nervous disorders will not be payable beyond twenty-four (24) months unless the Insured is in a Hospital or Institution at the end of the twenty-four (24) month period. The Monthly Benefit will be payable while so confined, but not beyond the Maximum Duration of Benefits. If an Insured was confined in a Hospital or Institution and: (1) Total Disability continues beyond discharge: (2) the confinement was during a period of Total Disability; and (3) the period of confinement was for at least fourteen (14) consecutive days; then upon discharge. Monthly Benefits will be payable for the greater of: (1) the unused portion of the twenty-four (24) month period; or (2) ninety (90) days: but in no event beyond the Maximum Duration of Benefits, as shown on the Schedule of Benefits page. PRE-EXISTING CONDITIONS: Benefits will not be paid for a Total Disability: (1) caused by; (2) contributed to by; or (3) resulting from; a Pre-existing Condition unless the Insured has been Actively at Work for one (1) full day following the end of: (1) 3 consecutive months during which the Insured has not had: (a) consultation with a Physician; or (b) received medical care, treatment or services, including diagnostic procedures or took prescribed drugs or medicines, for such condition; or (2) 12 consecutive months from the date he/she became an Insured. 900520 LRS-6564.11 Ed. 2/63 9.0 SPECIFIC INDEMNITY BENEFIT If the Insured suffers any one of the Losses listed below from an accident resulting in an Injury, we will pay:a guaranteed minimum number of Monthly Benefit payments, as shown below. However: (1) the Loss must occur within one hundred and eighty (180) day: : and (2) the Insured must live past the Elimination Period. For Loss of: Number of Monthly Benefit Payments- 46 months Both Hands 46 gyms Both Feet 46 months Entire Sight in Both Eyes 46 months Hearing in Both Ears 46 months Speech 46 months One Hand and One Foot 46 months One Hand and Entire Sight in One Eye 46 mss. One Foot and Entire Sight in Ono Eye 35 months One Arm 35 months One Leg 23 months One Hand 23-months Foot 15 months Entire Sight in One Eye 15 months Hearing in One Ear "loss(es)" with respect to: (1) hand or foot, means the complete severance through or above the wrist or ankle joint. (2) arm or leg, means the complete severance through or above the elbow or knee joint: or (3) sight, speech or hearing, means total and irrecoverable Loss thereof. If more than one (1) Loss results from any one accident, payment will be made for the loss for which the greatest number of Monthly Benefit payments is provided. The amount payable is the Monthly Benefit, as shown on the Schedule of Benefits page, with no reduction from Other Income Benefits. The number of Monthly Benefit payments will not cease if the Insured returns to Active Work. If death occurs after we begin paying Monthly Benefits. but before the Specific Indemnity Benefit has been paid according to the above schedule, the balance remaining at time of death will be paid to the Insured's estate, unless a beneficiary is on record with us under this Policy. Benefits may be payable longer than shown above as long as the Insured is still Totally Disabled, subject to the Maximum Duration of Benefits, as shown on the Schedule of Benefits page. • 900520 ,-;00 LRS-65E4;ated. $3 10.0 COST OF LIVING BENEFIT If the Consumer Price Index (CPI-W) published by the United States Department of Labor increases while an Insured is receiving Monthly Benefits from us, an additional benefit will be payable. The Cost of Living Benefit will be payable during any of the first ten (10) years, following satisfaction of the Elimination Period, in which the Consumer Price index in- creases. Percentage increases in the Consumer Price Index will be calculated by us each year. The increase will be based on a comparison of published annual Consumer Price Index statistics in October of each year. If the Consumer Price Index is changed or no longer published, the most comparable index (in our opinion) then published will be used for these pur- poses. This amount payable will be the lesser of the following, multiplied by the Monthly Benefit, after any applicable reduction according to the section entitled Benefit Amount: (1) 3.1/2%; or (2) the most recently determined annual percentage increase in the Consumer Price Index; excluding any prior Cost of Living Benefit payments. This benefit will be payable while the Insured continues to be entitled to Monthly Benefits. The first Cost of Living Benefit increase will become effective on: (1) the January 1st of the first year following the year in which the Elimination Period was satisfied: or (2) the date the Consumer Price Index is first determined to have increased. EffbaiYe DIma,G . u 11.9.0 .. "Antics Chinn_ Cost of + Living Benefit aid. r LRS-6564.15 Ed. 2/83 11.0 900520 RESOLUTION RE: REGULATING, WARNING AND GUIDING TRAFFIC DURING THE TEMPORARY CLOSURE OF EAST 20TH STREET BETWEEN 1ST AVENUE AND CHERRY AVENUE FOR APPROXIMATELY ONE WEEK FOR SEWER LINE PROJECT WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, pursuant to Section 42-4-410 (6) (a) , CRS: ". . .local authorities, with their respective jurisdiction, may for the purpose of road construction and maintenance, temporarily close to through traffic or to all. vehicular traffic any highway or portion thereof for a period not to exceed a specified number of work days for project completion and shall, in conjunction with any such road closure establish appropriate detours or provide for an alternative routing of the traffic affected. . . ", and WHEREAS, the Board, pursuant to said statute and upon the basis of traffic and personal investigations, has determined that conditions exist which make it necessary to temporarily close to through traffic and to regulate, warn and guide vehicular traffic on said County roads by posting signs thereon. NOW, THEREFORE, BE IT RESOLVED that the Board o£ County Commissioners o£ Weld County, Colorado, deems it necessary to regulate, warn and guide vehicular traffic on County roads and any intersections thereof, and it hereby authorizes and orders the posting of such traffic control devices as shall be reasonably necessary to regulate, warn and/or guide traffic thereon for the safety of the general public and that said traffic control devices shall conform to the Federal Manual on Uniform Traffic Control Devices. BE IT FURTHER RESOLVED that the Board of County Commissioners of Weld County, Colorado, does declare and establish that East 20th Street between 1st Avenue and Cherry Avenue be temporarily closed, with said closure being effective June 8, 1990, for approximately one week, and further, that standard official traffic control devices shall be erected at said closure giving notice of the restrictions. So -.d Z.4- 4 4.A� C' Gam'5i ' �� " 900518 - Page 2 RE: TEMPORARY CLOSURE - EAST 20TH STREET The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 18th day of June, A.D. , 1990, nunc pro tune June 8, 1990. ‘77) BOARD OF COUNTY COMMISSIONERS ATTEST: WELD ' TY, COLORADO Weld County lerk and Recorder �N? and Clerk to the Board ene R. Bran"tner, Ch —Leo, i,) George Ke nedy, Pr:-Tem Deputy County erk EXCUSED APPROVED AS TO FORM: Constance L. Harbert EXCUSED ��.�� C.W. Kir y ounty AttttorSey Gor . a6 900518 fR5I OKtt.LL- Y ;sLwc- �-LIli UifICIV ►� ° .,� �yI 8ALIcirY1 4IIFJUUF L � I PRO. � 75f2 ^ f t . � rb ;''j to Glo5rtrYE c c...\- E 20 v .. Y? rl . • 1 weak S,ilil�� v: f:�vj}•' 2 ii ,:,,. . i' M• •, s r I • c. f 1 • __.. . ..._ t�:4? _ _.. ( az 1st AVE '• wits . .l �i. _ IIV4 .• ray W )s '\y • 1 , . __,• . . . , • ,.,, X =a. y` y4 - E— - . > . . IS'- Sr ._.... 7',491f.....,4 ; :7� • Si .....n ...) • �,• { . I ` ,, . . t+' . 1 . . 4.1 3f,jI�'11 AVE th ' •it. 41 . . BYE y• � AVE • ' ':-,: CAP CRefs r fi .3 1 �NkEtii j /� �F'j • a aA a� �.�I--3MA oARea& I ,;y ' fins scL�o Ar IS7�c 4,: �-- OPENING TO LET •�%`'�l ' t11o6tL>rf16it1E usr mEneicRJAL voila-ES OtaoF • . r z;� • . PA,i'; ' s oo� sCncol.., - „z4 ,„i CH to I • •ti i . IN • t • . •• re v :0 4 :; it • ,1):,i. •g141tir 1 1'4b i A • . ', 900518 :'.�i,7�� 2 .. &f! MEMORAI1DUM Clerk to the Board June 8, 1990 To _Dpi COLORADO pRADO�� George Goodell, Director o£ Road and Bridge COLO From Road Closure SubOct: The following road was closed June 8, 1990 for a sewer line project. It will be closed approximately one week. Please place this on the Board's next agenda: E. 20th Street between 1st Avenue and Cherry Avenue GG/mw:frc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office E. 20th St, 1st Avenue, Cherry Avenue 904,518 RESOLUTION RE: AUTHORIZATION FOR THE WELD COUNTY ATTORNEY TO PROCEED WITH LEGAL ACTION AGAINST CERTAIN PARTIES FOR VIOLATIONS OF THE WELD COUNTY BUILDING CODE ORDINANCE AND THE WELD COUNTY ZONING ORDINANCE WHEREAS, the Board of County, Commissioners of Weld County, Colorado, pursuant to Colorado statute and the weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Weld County Department o£ Planning Services has referred certain violations of the Weld County Building Code Ordinance and the Weld County Zoning Ordinance to the County Attorney' s Office, and WHEREAS, those persons in violation of the Weld County Building Code Ordinance and the Weld County Zoning Ordinance are Manuel and Angelina Favela; Jeffrey Littell; Frank Damiana; Tim and Sue Sayler; Lakeview Village, Inc. ; and Richard and Maria Hunter, and WHEREAS, despite efforts by the Planning staff to resolve said matters, the violations have not been corrected, and WHEREAS, the Board deems it necessary to bring legal action against those individuals as hereinabove named to correct said violations. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that Thomas O. David, Weld County Attorney, be, and hereby is, authorized to proceed with legal action against Manuel and Angelina Favela; Jeffrey Littell; Frank Damiana; Tim and Sue Sayler; Lakeview Village, Inc. ; and Richard and Maria Hunter to remedy the violations of the Weld County Building Code Ordinance and the Weld County Zoning Ordinance, and any other persons occupying the properties, any persons claiming an interest in the properties, and any persons acting in active concert with the identified parties. 7,!06 7 CC, �'��'�/%4 1-1j 900519 Page 2 RE: BUILDING CODE VIOLATIONS The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 18th day of June, A.D. , 1990. BOARD OF COUNTY COMMISSIONERS ATTEST: At^"" Q WEL LINTY, COLORADO Weld County lerk and Recorder `� /( and Clerk to the Bir *gene R. Bran er, C a rman r i Nr/u_. / k b-7b-7George€ Rebnedy, Pro-Tem tJ Deputy County C4212.:-G-71 k EXCUSED APPROVED O FORM: Constance L. Harbert EXCUSED c C.W. E y O D � County Attorney Go A 900519 MEMORAIMUM WireTo Board of County Commissioners oen June 9, 1990 COLORADO From Department o£ Planning Services &leo : Legal Action Authorization The Department of Planning Services recommends that the Board of County Commissioners authorize the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Building Code Ordinance and the Weld County Zoning Ordinance. Building Code Ordinance Violations: BCV-1458 Manuel & Angelina Favela c/o Bonnie Jones 1737 Edmund Blvd San Angelo, TX 76901 The Department of Planning also recommends that the County Attorney be authorized to proceed with legal action against any other persona occupying the properties, any persons claiming an interest in the properties, and any persons acting in active concert with the identified parties. Copies of the violation materials are available at the Department of Planning Services' office or the Weld County Attorney's office. 900519 i4 MEm®RAMUM f (411.Vine yo Board,of County COm®ielai0D0r9 Dam Juno 12. 1990 COLORADO Prom Department of Planning Services &tom: Leval ACtiOn Authorization The Department of Planning Services recommends that the Board of County Commissioners authorize the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Building Code Ordinance. Building Code Ordinance Violations: BCV-1440 Jeffrey Litt.D. 4828 Hot Springs Drive Greeley, CO 80631 BCV-1459 BCV-1459 Frank Damiana Tim b Sue Sayler Ht. 1, Box MA 2289 U.S. Highway 85 Moore, Idaho 83255 Ft. Lupton, CO 80621 The Department of Planning also recommends that the County Attorney be authorized to proceed with legal action against any other persona occupying the properties, any persona claiming an interest in the properties, and any persons acting in active concert with the identified parties. Copies of the violation materials are available at the Department of Planning Services' office or the Weld County Attorney's office. 91,0S1.9 _ Ctlir ft : di, MEMORACIDUM Wilk T� A To o.t. �.R/R�'�Dl/ Prom Subject: t The Department of Planning Services recommends that the Board of County Commissioners authorise the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Building Code Ordinance. Building Code Ordinance Violations: BCV-'.460 Lakeview Village, Inc. 700 Florida Avenue Suite P203 Longmont, CO 80501 The Department of Planning also recommends that the County Attorney be authorized to proceed with legal action against any other persons occupying the properties, any persona claiming an interest in the properties, and any persons acting in active concert with the identified parties. Copies of the violation materials are available at the Department of Planning Services' office or the Weld County Attorney's office. 9x0519 MEM®RAIIDUM To Board of County Commissioners or. June 11, 1990 COLORADO From Department of Planning Services Subject: Legal Action Authorization The Department of Planning P i g Services recommends that the Board of County Commissioners authorize the Weld County Attorney to proceed with legal action against the following parties for violations of the Weld County Building Code Ordinance and the Weld County Zoning Ordinance. Zoning Ordinance Violations: VI-1548 Richard and Maria Hunter 3553 Weld County Road 6 Erie, CO 80516 The Department of Planning also recommends that the County Attorney be authorized to proceed with legal action against any other persona occupying the properties, any persona claiming an interest in the properties, and any persons acting in active concert with the identified parties. Copies of the violation materials are available at the Department of Planning Services' office or the Weld County Attorney's office. • 000519 RESOLUTION RE: APPROVE CONTRACT FOR ELECTRONIC MONITORING SERVICES AND AUTHORIZE CHAIRMAN TO SIGN WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of weld County, Colorado, and WHEREAS, the Sheriff's Department has requested home detention services, and WHEREAS, the Board has been presented with a Contract for Electronic Monitoring Services with Bi Monitoring Corporation Correctional Resources, Inc. , and WHEREAS, the terms and conditions are as stated in said Contract, a copy of which is attached hereto and incorporated herein by reference, and WHEREAS, after study and review, the Board deems it advisable to approve said Contract. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Contract for Electronic Monitoring Services with Bi Monitoring Corporation Correctional Resources, Inc. , be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Contract. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of June, A.D. , 1990. BO OF COUNTY COMXISSIONERS ATTEST: WEL UNTY, CO Weld County CLierk and Recorder •/62/1 and Clerk to the Board ne . Br5ntner, a rman sated BY: George Kennedy, Pro-Tem �f peputy County C erk _EXCUSED DATE OF SIGNING - (AYE) APPROVED A O FORM: Constance L. Harbert EXCUSED DATE OF SIGNING - (AYE) C�7 C.W. Kirby � J County Attorney / r Go ` ' c� 50000$ 900523 • • • • • PRO1'OSA*: FOR Z.RCTRONIC MO ITO N svres • WLL.b COUNTY COLORAbO • • •Si______ _ •S __ Ic `iltr.NT ' _ ` �I Y4. J•.K 1I" 4 V �t'1� wr- 6 1�� . 4„ :-.-st; \;,2,,^(L.,:,.,44 n RE REST FOR PROPO z ff•`,"�3�rs�'•�.�`.rrs'`+se. ,ecz.SID PROPOSAL NUMBER 000243.•-90 - � '_' ,a ' c.. - ♦h 'i-4' :''',,v72".:{':-. r yn d x r r %MYy M A• + J b y }.r r yry r f �"L. � ..' °. d+ ! i.v.i.>tv-,•±1PJ' �.` Submitted^—--_—_--Z W� . .....\--.4.4,......r. - '-,; at MONITORING �` CORRECTIONAL. COI2ATION ,.. R85OTJ12CEy INC • 6175 LONGBOW DRIVE K� BOpLDER w„ sic° 1-800 86r 6R 67 6g 030Y 4�4+ 1-303-530. 5 Ks .a.... l • ...:;....•:....t. �;: .,^ bh kr•ie •C: ' i_. 900523 _. • -;i: . . . J TR TO ODL7CIN L N __ > BI Monitoring Corporation offers to establish an electronic monitoring program for the weld County Sheriff's Department. This program will be full service in nature. BI Monitoring Corporation will supply all equipment and monitoring services required to 5- ' operate the program. I Eour pMENT BI Monitoring Corporation acquires the monitoring equipment and host computer system from its parent company BI, Inc. (BI) of ' " • f ',C Boulder, Colorado. Ai +. • Three systems are available: - ry, r.:.. 1 " - The HOME ESCORT SYSTEM - This system is an "active" radio- . frequency, continuously signalling system. Its multiple- s .,:, -,:,,..n:',.:, level, automatic tamper detecting ability makes it the „``fit ' ,, , t""" most secure system on the market.. Additionally ' & the most reliable and flexible system_ `The computer ,F ;1''' ` PJ support hardware is the NCR- 3Z-40D system► rt. is multi " "� "�`'�� * g, features" :include t'„ ,r,� ,} •tasking. multi-user .computer. System: �� .,„�" ' c;.4, " e^""0 ;> remote accessing, remote pager option:' and a companion ; R "Drive-bi" system. , ; 4 . The CONTRAC RF System - This system also is an actives , - :"w� ,radio-frequency, continuously signalling system. As a . „ r I41 . w ._ ^� .-Lower end product (Where compared to the above system) , _±;'7-,�,_ tamper detection is limited to visual inspection of the , equipment. The "CONTRAC vOICE VERIFICATION System - This system is a . , . . "passive" system which randomly calls the program participant at pre-determined locations and performs a r:.. voice verification proeeas to confirm presence. : . HI , The HOME ESCORT SYSTEM and the CONTRAC RF System are active ',,z: systems. This means that the equipment is active. The equipment _ does all the work in tracking the offender. All participant a,-" _ movements are monitored continuously. The offender is never ' " , ' depended upon to confirm his or her presence at the residence. r'. The CONTRAC VOICE VERIFICATION System is a passive system. This r;' means that the participant's movements are not continuously monitored, but rather are randomly checked. This system places random calls to the participant. P •* w,: 2 9©0523 ,. a � f Opon each call the participant is required to repeat a selection of words as prompted by the computer,_ The voice "sample" is compared to a previously supplied voice "template". When a match occurs the participant is declared as present, �" The CONTRAC RF and CONTRACT VOICE VERIFICATION Systems may be v combined as an "active/passive" system. The level of reliability, security, and sophistication progresses upward from the CONTRAC VOICE VERIFICATION System, CONTRAC RF System, CONTRAC "Active/Passive System, to the HOME ESCORT SYSTEM. BI Monitoring Corporation recommends to the County the ROME ESCORT ¢ SYSTEM. This system creates the level of security and reliability to permit the widest use. Equipment features and system capability permit expandibility and flexibility which will meet the needs of -• the County well in to the future. Also recommended is the CONTRAC Voice Verification System. This system can be added to the HOME ESCORT SYSTEM or used as a stand rz . alone product. Voice Verification is particularly effective with low risk, short-term cases_ Voice Verification contact can - be ., . applied as a random computer based contact or manually performed by monitoring staff. ��BI Monitoring Corporation uses all available equipment and can s�/jM r; �.a;match the equipment to the County's on a case by case basis s nee a . SI is the leader in the radio`frequen "''is on the market than ancompetitive � market. More BI equipment of all red market any eo mpetitive• product. Approximately 60% fY�1 - radio-frequency equipment on the market has been supplied 1 by BI. BI also is the leader in "passive" Voice Verification Systems. The HOME ESCORT SYSTEM provides a -continuous record (as opposed to an intermittent and random record as with "passive" systems) of offender movements. A_nY leave or enter during curfew periodsm. results in an automatic alert to BI Monitoring Corporation staff. The status of theequipment offender tampers to the or u disconnecC disconnections ncf the reported. Any reported. equipment are The computer system is totally flexible in its ability to handle e,, a variety of agency needs. The host system supports remote t4 computer access, remote alarm - terminals and" direct - pager notification of offender violations. - This permits operations to be individualized and localized to meet each agency's exact need. a: 6 ti 3 V 4©®5'4 //\ 3 r,. MONITORING SERVICES ' ' • BI Monitoring Corporation maintains two central monitoring offices. i The Western Center is located at the BI, Inc. corporate k headquarters in Boulder, Colorado. The Eastern Center is maintained at Anderson, Indiana. As of May, 1990 the two Centers monitor a • pprozimately 700 participants daily for over 50 jurisdictions in five time zones. The County would be served by the monitoring center in Boulder, 'i'•'_ Colorado. LF ` BI Monitoring Corporation's service is comprehensive. All- aspects <, of electronically monitoring offenders is either fully handled or k :_` is coordinated by BI Monitoring Corporation. G BI Monitoring Corporation provides complete training of agency ;staff regarding the operation and installation of equipment. t.-,_, - , • Once equipment is installed, BI Monitoring Corporation staff monitors offenders on a 24 hour basis. All curfew violations or • ;equipment status problems are immediately discovered-".by ataff " " ' 'hw -WQiolations can be reported to agency staff at whatever- notification, Minterval k staff r eats_ - T- egtx _ ; rA wlt. .• :f..'1•t)' �••,C •r• ", w .-(;..: ;. . .;i • '', .vw'Yr Z '�._ �"' ?,+ BT, Monitoring Corporation, mains-a.rns`estenigive recordsr:of offender --A447. ;.demographic data and compliance information_"A- fuIl ' hard copy'~ ',ce,file -is maintained b BY Monitorin Co i by g' rporation-°on each :agency and =Y 0„2^`• each case for the life of-a. contract. , Ct course, 'the:referring dgency has full access to this• record.. 1 ,. �., R ' M .., SXSTEM CONFIGUEuITION � . : . : BI Monitoring Corporation's.current central monitoring office will monitor equipment installed- in any location. The system will be configured to add the County as aseparate agency. Cases assigned to the agency will be separately managed by the data bank in the computer. The monitoring equipment is designed to call BI Monitoring Corporation's computer system through the use of 1-800 telephone service._ Therefore, from an equipment standpoint, there is no difference between a .unit installed in any remote location and one XH installed 10 miles from the central monitoring office. 4 900523 r`4r n .. • -:2,1 y' ^t ' TIME fleBL.E y: • Since no equipment changes will be required to establish a program, ;; BI Monitoring Corporation will be prepared to start services as soon as the County is ready. • ,,;:;• Equipment is in BI Monitoring Corporation's stock to handle an initial start-up population. Implementation of a program with an immediate population with significant numbers (more than 25) would :. require an advance notice of 30-a5 days. • TARGET POPULATION • BI Monitoring Corporation monitors offenders on inmate status, ▪ probation, parole. pre-trial and work release statt:s. Both adult ,and juvenile offenders are monitored. _ . -;.V^..'. - .• :- �rA W ,r+v e.. Y .]`jaw , , The system has wide annlication. ' As an alternative to placement ;• _. 119':-tsa custody, generally lower risk offenders are selected- nn•To-higher risk offenders placed on ' intensive . community supervision,. � ti ;electronic monitoring can place a needed additional control. Electronic monitoring is correctly applied when used to enhance-"119.9"`x'^.,214. • supervision on cases placed in the community as an alternative to . "9"° :f.:"{ a higher level of custody- It is also an excellent tool to use , with offenders in the community who require close supervision • N ` Monitoring will permit an officer to control offender impulsivity, ,' - potential criminal activity and public alcohol and drug abuse. • BI Monitoring Corporation will be pleased to present detail 9. regarding system capability and case supervision benefits. The referring agency, of course, will establish placement criteria. "~ Therefore, the actual selection of offenders for placement will be ;r entirely handled by the County. • ^. • 5 91,0523 L. 7. COST - f, The following costs are presented to provide to the County .\ flexibility* in choosing the equipment and installation method which t best meet the need. The County may develop an agreement with sr h Monitoring Corporation which will permit the County to pick and I choose the equipment which matches participant and agency needs and ; risks. p,, EQUIPMENT COST PER DAY/PER UNIT G HOME ESCORT SYSTEM 58.50 • CONTRAC VOICE VERIFICATION...7.J 54 T5" rrM r. ,tea x;,,r (AS A STAND ALONE PRODUCT) s �' .. '. ., AY, 'r.: , +i `Y e • n1J' ✓ M't^ ‘' A7z ,.,N`4,',. ..:. �.:, Nr�', k' ''� mil.�i�MN fJt: , " r�..w:-. ;,,d k. r CONTRAC VOICE VERIFICATION.....:. ....-S2.50' ,v,` r' (IN CONJUNCTION WITH THE r'T 44 Ar' St° `' p ; HOME ESCORT SYSTEM) MM , y..4w+ ,..T M y .. Mn '..::5P ..;n)P,1 44, .`.r ,412r• -. "....44a#:),62, y'^K Aryan additional coat ofSI-00 per dapper'unit would. be 4 for "S4thonitoring staff to. perform. equipment installation The' aunt- mayy ?" , •tdecide•"to receive training,froia t.,Monitorzng;1C,c�, rporatio aad v, ^. perforst'instalfations ormay�choosexta have�snstelIations-pe ' am �. 7&21 10 k R * by,monitoring staff-L.."). ..� tar,may. ' J y '4,v*A., ' , �k' "` r r� ,I�T.J�9.4 . J;bV: +• !yn%�tyllr..•Y r5,:atM tfa''•• +:' • Z1N� '.s r A •r 'enx4pV3K11!"t;' Cot: l;1r the. cost for .HOME ESCORT SYSTEM is. $8.50 per day/per .uast in. use say rCcounty staff •installationsV.or. .$9.50 per day/per_:unit;,,,,rat p`^: `'(monitoring staff installations) . .'{„4 The cost for CONTRAC Voice Verification System operating.as a stand- -. ;ra."alone ,product (without the HOME ESCORT: SYSTEM) is $4-75- per day/ N ':MME hi participant. = • The cost for the CONTRAC Voice Verification System used with the " HOME ESCORT SYSTEM is S8.50 or $9.50 (as indicated above) . per day/per unit (for HES) plus $2.50 per day/per monitored • �;%a. ;participant.. These cost2 represent the total costs for all ;;equipment, monitoring, and staff training as described in this proposal"-. :,; V; • • a 90®52c ;c. 6 . CONTRACT INFORMATXON SI Monitoring Corporation will supply services based upon a simple contract or letter of agreement. This document should specify services to be delivered, each party's responsibilities, „ performance standards, payment amount and billing procedures and renewal/termination methods. ' ,., The proposed contract terms are understood and are acceptable to SI Monitoring Corporation. IMPLEMENTATION PLAN SI Monitoring Corporation is fully committed to immediately ,^initiating an electronic monitoring program for the County within �'.'+; the time frame required. -. . 'I From` SI monitoring Corporations" perspective, the actual steps v,,; ;:•, .involved in developing the program from the concept stage to 4. « ' implementation are as follows: r;;• ae •h. y'*^^"r hr/�° :. � '. • - sue:, !.M ;�. "�s�.�.jReceive a positive decision. from, the County; r� : V _ ad, • h y !rice; •A,, 'J+.•, x x tom• Establish early program and population parameters,• . � ' a v •im' ��' :;riJr! •S Fh'�•�' Tl4t i .Y.^'\ ;'+ioaM'� ;ae ',, C ." Av'P .f 1k S• ��_ . esa• ,V7,7-Develop a formal written-agreement. '? ....z ivt..`.� z' 1-.L.I'+t • 1•-1."4,731;rrik `;, A•vl '� - ^ 141r.:"•""" 1w / /w "A, r� f Ista /;.; �M1 �'.. . f`. . ..rc i• • M f „t±.„t±. :`. r. n1 �y.__ 1 �'>AVC.::Establish a. target date and. specify* initial. population ,•" , 1� . `M1 ' Train agency staff; ., :.i.d41 "'" " Refine monitoring office procedures 'f ry. • .. Install initial equipment and begin monitoring RI Monitoring Corporation will 'be available to advance this process P . - at the speed desired by the County. Literally, due to the availability of equipment and the proximity of the monitoring M1 ; It center, implementation could take place within a few days. w a . K I' 1 µ ;. Y 7 1,A: 900523 Resolution rescinded by Board Action in August, 1990. RE: Contract for Electronic Monitoring Services with Bi Monitoring Corporation Correctional Resources, Inc. Proposal for Contract only is attached to Resolution. 900523 RESOLUTION RE: REGULATING, WARNING AND GUIDING TRAFFIC DURING THE TEMPORARY CLOSURE OF WELD COUNTY ROAD 88 BETWEEN WELD COUNTY ROADS 29 AND 31 FOR APPROXIMATELY THREE WORKING DAYS FOR CULVERT REPLACEMENT WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs o£ Weld County, Colorado, and WHEREAS, pursuant to Section 42-4-410 (6) (a) , CRS: " . . .local authorities, with their respective jurisdiction, may for the purpose of road construction and maintenance, temporarily close to through traffic or to all vehicular traffic any highway or portion thereof for a period not to exceed a specified number of work days for project completion and shall, in conjunction with any such road closure establish appropriate detours or provide for an alternative routing of the traffic affected. . .", and WHEREAS, the Board, pursuant to said statute and upon the basis of traffic and personal investigations, has determined that conditions exist which make it necessary to temporarily close to through traffic and to regulate, warn and guide vehicular traffic on said County roads by posting signs thereon. NOW, THEREFORE, BE IT RESOLVED that the Board of County Commissioners of Weld County, Colorado, deems it necessary to regulate, warn and guide vehicular traffic on County roads and any intersections thereof, and it hereby authorizes and orders the posting of such traffic control devices as shall be reasonably necessary to regulate, warn and/or guide traffic thereon for the safety of the general public and that said traffic control devices shall conform to the Federal Manual on Uniform Traffic Control Devices. BE IT FURTHER RESOLVED that the Board of County Commissioners of Weld County, Colorado, does declare and establish that Weld County Road 88 between Weld County Roads 29 and 31 be temporarily closed, with said closure being effective June 13, 1990, for approximately three working days, and further, that standard official traffic control devices shall be erected at said closure giving notice of the restrictions. 74 Sa �' 0,0 de.. '3 900524 Page 2 RE: TEMPORARY CLOSURE - WCR 88 The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 18th day of June, A.D. , 1990, nunc pro tunc June 13, 1990. ‘71BO OF COUNTY COMMISSIONERS ATTEST: WEL OUNTY, COLORADO Weld County lerk and Recorder kat cc.� and Clerk to the Board e e R. Bra er, Chairman �• - oyk,� 4 �J . q/ George Knne y, Pro-Tem Deputy County rk I EXCUSED APPROVED AS TO FORM: Constance L. Harbert EXCUSED �l %`1 C.W. Kirb-,-?I7Z County Attorney fiord * at 900524 `` . •• j• �� i`� . --• • e. 1h�• M6 N tN W i,i;9Ar Flcs�ter -+- Th oQ Goad Closed `'c. , t o -t, I ! IS/a $1 r I 0 0 1 r iee. 1! hor►-reGc14 0 a w Avg itt PIts•Arr 'o `i ; load - C rased 9..., ti Oelvor flfraw ( 1 r ° LoCA i TYG(CiC O^ ,tat! - Closed 6/0/9 o Po co/tit:v-14" I�I4"'en*. Fn.- �P a f0 x i t 4ei 3 GvOr.6iK9 O/ys% TITL= gesacd C'IOSu•Q. Wee P8 of u_,cc. .29 v/ (.ticQ 3l • D AWN EY IVIk!(rC- ac r- ^ llt Q8 • Cir-tTZD BY CATE gg PD- couuTY RO N2 4??n^0vED BY COJ7:TY ENG:uEEr? WELD COUNTY DER^,RT1,171\IT G ENv1 =0=1;lW: I 200524 . 2 . tett,' Clerk to the Board June 14, 1990 To George Goodell. Director of Road and Bridge COLORADO From Road Closure Subioct: The following road was closed June 13, 1990 for a culvert replacement. It will be closed approximately three working days. Please place this on the Board's next agenda: WCR 88 between WCR 29 & WCR 31 GG/mw:£rc xc: Commissioner Kirby Weld County Dispatch Weld County Sheriff's Office WCR's 29, 31, 88 900524 RESOLUTION RE: APPROVE CONTRACT WITH DEPARTMENT OF CORRECTIONS AND AUTHORIZE CHAIRMAN TO SIGN WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the weld County Home Rule Charter, is vested with the authority of administering the affairs of weld County, Colorado, and WHEREAS, the Board has been presented with a Contract with the Department of Corrections concerning the housing of State inmates in the Weld County Jail, and WHEREAS, said Contract shall be effective through June 30, 1991, with the further terms and conditions being as stated in the Contract, and WHEREAS, after review, the Board deems it appropriate to approve said Contract, a copy being attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of weld County, Colorado, that the Contract with the Department of Corrections concerning the housing of State inmates in the Weld County Jail be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chairman be, and hereby is, authorized to sign said Contract. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 18th day of June, A.D. , 1990. BOARD OF COUNTY COMMISSIONERS ATTEST: WE OL"NYTY,,CCOLORADO Weld County lerk and RecorderG/�//J'7� _ and Clerk to the Board ene R. Bra 'tne'r, Ch �- a 8Y_?\�e / ,�,t� eG orge Kennedy, Pro-Tem Deputy County(1- erk APPROVED A TO FORM: Constance L. Harbert Q c.w. Kir• ounty Attorney Gor• • � 'Tsagct 00.7A �� SO pO >� /' "�S 900525 • . o� Department or Agency Number 440001 Contract Routing Number 148-91 CONTRACT THIS CONTRACT, Made this 18th day of June , 19 90 , by and between the State of Colorado for the use and benert of the Department of Corrections, hereinafter referred to as the State, and Weld County, a political subdivision of the State of Colorado, hereinafter referred to as the County, WHEREAS, Funds have been budgeted, appropriated, and otherwise made available and a sufficient unencumbered balance thereof remains available for payment by the State to the County under the terms of this Contract in Fund Number mnli , G/L Account Number 52157 , Contract Encumbrance Number C610148 WHEREAS, the County may have available beds in its detention system, hereinafter referred to as the "county jail," and may be willing to contract for the confinement of DOC Offenders at the county jail, but under no circumstances shall a county jail backlogged Offender be considered an Offender placed pursuant to this Contract; and WHEREAS, the Executive Director of the Colorado Department of Corrections is empowered by sections 16-11-308.5 and 17-1-105 (1) (e) , C.R.S. , to enter into a contract with any county for the placement in the county jail of prisoners who are in the custody of the Executive Director for the purpose of reducing the backlog of state prisoners in county jails, in amounts up to the number of inmates backlogged in county jails; and WHEREAS, it is the intent of the General Assembly, pursuant to section 16-11-308.5 (1) , C.R.S. , that the State cooperate with each contracting county to select inmates for such county placement who will eventually be released in that county or geographic area, or who have special protective needs, or who have occupational skills or plans that are compatible with such county's needs. WHEREAS, the State has obtained required approval, clearance, and coordination from and with appropriate agencies. WHEREAS, there exists a backlog of state prisoners in county jails due to lack of sufficient beds in the state correctional system to confine all Offenders sentenced to confinement in the custody of the Department of Corrections, hereinafter referred to as "DOC"; and SZS016 Page 1 of 13 900525 NOW, THEREFORE, for and in consideration of the mutual covenants, conditions, and promises contained herein, the parties hereto agree as follows: 1. DEFINITIONS A. DOC Offender(s) . As used in this Contract, the term DOC Offender(s) shall mean Offender(s) placed with the County pursuant to this Contract. The term DOC Offender(s) shall in no event refer to state prisoners who are backlogged in county jails or otherwise not placed with the County pursuant to this Contract. B. CONTRACTOR - SPECIAL PROVISIONS. As used in the special Provision pages 12 and 13 of this Contract, the term "Contract shall refer to the County. 2. DESCRIPTION OF SERVICES It shall be the responsibility of the County to confine • and supervise the DOC Offenders that may be transferred to the county jail pursuant to this Contract. Subject to the provisions of this Contract, the County shall provide DOC Offenders care and treatment, including the furnishing of subsistence and ordinary and emergency medical care, provide for their physical needs, make available programs of training and treatment which are consistent with the County's programs presently offered to county Offenders, retain them in safe, supervised custody, maintain proper discipline and control, make certain that sentences and orders of the committing court are faithfully executed, provide the same access to the law library of the county jail as county Offenders, and otherwise comply with applicable law. 3. DURATION This Contract shall be effective upon final execution by the State Controller or such assistant as he may designate. It is the understanding of the parties that providing available county jail space for the housing of DOC Offenders is at the County's option and that the use of the County's services and facilities is at the State's option. Nothing in this Contract shall be construed as requiring the County to provide space or as requiring the State to present for confinement any DOC Offenders. This Contract shall continue through June 30, 1991, unless sooner terminated by notice from either party in accordance with Section 4 of this Contract. Page 2 of 13 900525 The State shall retake all DOC Offenders on or before June 30, 1991, unless this Contract is renewed or a new Contract is executed prior to that date. 4. TERMINATION This Contract may be unilaterally terminated, with or without cause, by thirty (30) days' written notice, by either party delivered to the other party in accordance with Section 13 "NOTICES" . Within thirty (30) days after delivery o£ said notice, the State shall retake physical custody of DOC Offenders in the County's custody pursuant to this Contract. 5. CON'T'RACT MONITOR In order to effectively administer this Contract, the State shall designate a Contract Monitor. Until further notice is received, the State's Contract Monitor shall be the individual named in Schedule A, attached hereto and incorporated herein by reference. Any change in the Contract Monitor shall be effective upon ten (10) days' advance written notice. 6. COUNTY'S CONTACT PERSON The Sheriff or his designee shall act as the County's Contact Person for purposes of the administration of this Contract. Until further notice is received the County's Contact Person shall be the individual named in Schedule A attached hereto and incorporated herein by reference_ Any change in the County's Contact Person shall be effective upon ten (10) days' advance written notice. 7. RIGHT OF INSPECTION The State shall have the sight to inspect the county jail; however, twenty-four (24) hours notice must be given to the County's Contact Person. 8. SELECTIONS AND PLACEMENT PROCESS A. The DOC Offenders to be housed in the county jail, if any, shall be selected on the basis of the criteria set out in Schedule B, attached hereto and incorporated herein by reference. B. When, if ever, the County notifies DOC that it has space available for the housing o£ DOC Offenders or additional DOC Offenders under this Contract, and Page 3 of 13 900525 if DOC has Offenders the State desires to have housed in the county jail, DOC shall furnish a list of Offenders meeting the criteria to the County's Contact Person. C. The County Contact Person will select the inmates to be housed in the county jail subject to the criteria listed in Schedule B. If DOC desires to use the County's services and facilities, DOC shall provide, without charge, to the County's Contact Person all information concerning each listed Offender, including, but not limited to, all judgments and commitments he is currently serving, institutional summary, diagnostic report, disciplinary actions, grievances filed by the Offender, and such additional information as may be requested by the County's Contact Person. All DOC Offender information shall be subject to statutory limitations on disclosure. D. After notification of approval by the County's Contact Person, DOC will transport the Offenders to the county jail at DOC expense. The original or a duly authenticated copy of the DOC Offender's commitment papers and any other official papers or documents authorizing detention, case file materials, and medical records shall be delivered at the same time a DOC Offender is delivered to the county jail. 9. OFFENDER MANAGEMENT The management of DOC Offenders in the county jail shall be consistent with the management of county jail inmates, subject to the following: A. Funds of an individual DOC Offender shall be provided to the County at the time of the DOC Offender transfer. When a DOC Offender returns to DOC, the County shall provide funds, in the form of a check, for the amount due the DOC Offender, to the State for credit of the DOC Offender's account. B. DOC Offenders shall be subject to the county jail rules and guidelines concerning assignment to work and/or training programs. DOC Offenders shall not be granted furloughs or leaves and shall not be assigned outside of the county jail without prior authorization of the DOC Inmate Management Office. The Inmate Management Office shall be informed at the earliest practicable time, but no later than Page 4 of 13 900525 i eight (8) hours after removal, of any emergency or prior authorized removal of a DOC Offender from the county jail. All reasonable care shall be exercised by the County for the safekeeping and care of a DOC Offender so removed. When, if ever, a DOC Offender is removed from the county jail, but still assigned to the county jail, the State shall remain responsible to the County for the cost of housing said DOC Offender pursuant to Section 11 of this Contract, and shall be responsible for transportation, security, and all other costs related to the Offender' s authorized removal from the county jail. C. DOC Offenders shall be subject to the rules and regulations of the county jail. An infraction by a DOC Offender may result in disciplinary action by the County or by the State, but not both, pursuant to the DOC Code o£ Penal Discipline, as amended; attached hereto and incorporated herein by reference as Schedule C. DOC Offender disciplinary actions by the County, at a minimum, must: 1. Be reasonable and proportionate in relation to the violation, 2. Be taken in an impartial and nondiscriminatory manner, 3. Not be arbitrary or retaliatory, 4. Not be physically abusive, and S. Be accurately reported in detail to the Contract Monitor within three (3) working days of the date the action is finalized or the punishment is administered. D. The County shall inform, within seventy-two (72) hours, the DOC Inmate Management Office in writing of all significant incidents involving DOC Offenders confined in the county jail. £. The County shall provide adequate facilities for any hearing, including telephone hearings, to be conducted by authorities of the State and authorities of any other state or the federal government. The State shall reimburse the County for the cost of hearings, including telephone hearings, and related costs, provided prior 900525 Page 5 of 13 authorization is obtained from the Inmate Management Office. F. Institutional or other officials o£ the County shall not be authorized to release publicity concerning DOC Offenders. They shall not release personal histories or photographs of DOC Offenders or information concerning their arrivals or departures, except as provided herein. For purposes o£ requests under the Colorado Open Records Act, Section 24-72-201 , et seq. , C.R.S. , and the Colorado Criminal Justice Records Act, Section 24-72-301 , et seq. , C.R.S. , the custodian or records pertaining to DOC Offenders placed pursuant to this Contract shall be the Executive Director of the Department of Corrections or such assistant as he may designate. Any requests for information regarding or interviews with DOC Offenders shall be referred to the Inmate Management Office. However, information from public records, such as sentence data or information concerning the escape of a DOC Offender, may be given directly to the news media by the County. The County may photograph DOC Offenders as a means of identification for official use only. Photographs of a DOC Offender may be disseminated to appropriate law enforcement officials and the news media in the event of any escape from the County' s physical custody by such DOC Offender. G. In the event of the escape of a DOC Offender from the County's physical custody, the County shall, in addition to efforts to apprehend such Offender, immediately notify by telephone the master control center at Colorado Territorial Correctional Facility in Canon City, Colorado (719) 275-4181. H. In the event of the death of a DOC Offender, the County shall immediately notify by telephone the Duty Officer at Colorado Territorial Correctional Facility, Cannon City, Colorado (719) 275-4181. Arrangements shall be made for a fingerprint (right thumb or right index) to be taken_ The Sheriff or jail manager shall provide to the Department of Corrections a detailed investigation of the circumstances and cause of death. The report of investigation shall be transmitted by the County to the District Attorney for appropriate action. The Inmate Management Office shall furnish instructions and information regarding the disposition of the Page 6 of 13 900525 body. All expenses relative to any necessary preparation and shipment of the body, pursuant to the instruction of the Inmate Management Office, shall be reimbursed by the State. The provisions of this paragraph shall govern only the relations between the State and the County and shall not affect the liability of any relative or other person for the disposition of the deceased or for any expenses connected therewith. I. The costs of providing routine, on-site or contract medical, psychiatric or dental services shall be considered normal costs incidental to the operation of the county jail, as further defined in Schedule D, attached hereto and incorporated herein by reference, and are considered part of the costs reimbursed by the fixed rate per Offender per day as provided by Section 11 of this Contract. The County shall be reimbursed by the State for the costs of extraordinary health care services, as further defined in Schedule D. J. The County shall make available to DOC Offenders the training and treatment programs set out in Schedule E, attached hereto and incorporated herein by reference. K. If any DOC Offender's commitment is terminated for any reason, the State shall accept physical custody of such Offender. The County will surrender any of the DOC Offenders to the proper officials of the Department of Corrections upon demand. The State shall take a specific DOC Offender, upon demand of the County, made at any time, with or without cause, within three (3) working days after receipt of the demand to retake. The State shall be responsible for transporting DOC Offenders to the county jail for the County's initial assumption of custody pursuant to this Contract and for transporting DOC Offenders from the county jail upon termination of the County's custodial responsibilities pursuant to this Contract. The County may transport to the DOC facility designated by the Inmate Management Office specific DOC Offenders returned to DOC custody upon the demand of the County and, subject to prior authorization by the Inmate Management Office, shall be reimbursed transportation costs. Page 7 O£ 13 c4305Z5 10. CONTROL OF THE COUNTY The County shall not be subject to the direct supervision or control of the State except as provided herein. 11. COST AND REIMBURSEMENT A. The County agrees to house up to fifteen (15) DOC Offenders pursuant to this Contract at any time. If no DOC Offender is housed by the County pursuant to this Contract, no payment will be due the County from the State pursuant to this Contract. The terms of this Contract apply only to DOC Offenders as defined herein. Nothing in this Contract shall be construed to impose upon the State any financial or other obligations for any other prisoner housed by the County. B. Except as otherwise provided in this Contract, all costs of housing DOC Offenders, including those on furlough from the county jail, pursuant to the terms of this Contract shall be fixed and reimbursed at the rate of sixty-five Dollars ($65.00) per Offender per day. This per diem rate represents the contract value to the parties of housing a DOC Offender in the county jail pursuant to this Contract. The maximum cumulative total that the State may be billed for Offender-day rate services provided by the County during the term of this Contract is three hundred fifty five thousand, eight hundred and seventy-five dollars ($355,875.00) . This figure is derived by multiplying the number of calendar days represented in the terms of this Contract by the maximum number of DOC Contract Offenders to be held by the County at any one time, identified in Section 11A above; this product is then multiplied by the per diem rate of sixty-five Dollars ($65.00) identified above in this Section 11B. The State shall reimburse the County for the day a DOC Offender is delivered and every subsequent day that Offender is assigned to the county jail, but not including the day that the Offender is retaken by the State. C. The County's cost of legal services and the risks of physical damage to the county jail incurred as a direct result of the placement of a DOC Offender in the county jail shall be considered usual costs incidental to the operation of the County's facility and part of the costs incidental to the Page 8 of 13 900525 operation of the County's facility and part of the costs reimbursed by the fixed rate per Offender-day as provided by Section 11B of this Contract. D. The State shall be billed monthly by the County for the fixed Offender-day rate services. Payment shall be made within thirty (30) days o£ receipt of the County's invoice. The State shall reimburse the County for nonmedical extraordinary expenses incurred under the terms of this Contract within thirty (30) days of receipt of the County's invoice. The State shall be billed for extraordinary medical expenses as set forth in Schedule D. E. The County shall maintain a complete file of all records, communications, and other written materials which pertain to the operation of programs or the delivery of services under this agreement, and shall maintain such records for a period of three (3) years after the date of termination of this agreement, or for such further period as may be pending. Further, the County shall permit the State to audit and/or inspect its records during the term of this Contract and for a period of three (3) years following the termination of the Contract, to assure compliance with the terms hereof or to verify actual costs. 12. RESPONSIBILITY FOR LEGAL PROCEEDINGS Each party shall be responsible for defending itself and its officers and employees in any civil action brought by any DOC Offender in the physical custody of the County. Nothing in this Section 12 shall be construed as a waiver or impairment of the State's rights to indemnification for any such defense, in accordance with Special Provision 4 below. 13. NOTICES Any notice provided for in thin Contract shall be in writing and served by personal delivery or by certified mail, return receipt requested, postage prepaid, at the addresses listed in Schedule F, attached hereto and incorporated herein by reference, until such time as written notice of a change is received from the other party. Any notice so mailed and any notice served by personal delivery shall be deemed delivered and effective upon receipt or upon attempted delivery. This method of notification will be used in all instances, Page 9 of 13 900525 except for emergency situations when immediate notification is required pursuant to the appropriate sections of this contract. 14. ASSIGNMENT No right or interest pursuant to this Contract shall be assigned or delegated by the county without the prior written permission of the DOC. 15. NO THIRD-PARTY BENEFICIARY ENFORCEMENT It is expressly understood and agreed that enforcement of the terms and conditions of this Contract, and all rights of action relating to such enforcement, shall be strictly reserved to the State and the County, and nothing contained in this Contract shall give or allow any claim or right of action whatsoever by any other entity or person on this Contract. It is the express intention of the State and the County that any entity or person, other than the State or the County receiving services or benefits under this Contract, shall be deemed an incidental beneficiary only. 16. MODIFICATION AND BREACH This Contract and the attached Schedules contain the entire agreement and understanding between the parties and supersedes any other agreements concerning the subject matter of this transaction, whether oral or written. No modification, amendment, novation, renewal or other alteration of or to this Contract and the attached Schedules shall be deemed valid or of any force or effect whatsoever, unless mutually agreed upon in writing by the parties. No breach of any term, provision or clause of this Contract and the attached Schedules shall be deemed waived or excused, unless such waiver or consent shall be in writing and signed by the party claimed to have waived or consented. Any consent by any party to, or waiver of, a breach by the other, whether express or implied, shall not constitute a consent to, waiver of, or excuse for any other different or subsequent breach. 17. HEADINGS Headings herein are for convenience of reference only and shall not be considered in any interpretation of this Contract. Page 10 of 13 90®525 immk 18 . TIME OP THE ESSENCE Time is o£ the essence in the performance o£ all of the parties' obligations and duties under this Contract. 19. VENUE The parties agree to the jurisdiction and venue of the District Court in and for the contracting County in connection with any dispute arising out of or in connection with this Contract, including actions for specific performance. 20 . SEVERABILITY If any term or condition of this Contract shall be held to be valid, illegal or unenforceable, this Contract shall be construed and enforced without such provision, to the extent this Contract is then capable of execution within the original intent of the parties. Page 11 of 13 900525 • form C NC-O7B SPECIAL PROVISIONS CONTROLLER'S APPROt.>L I. This convict shall not tse deems and until.,shall ha•a been aoprm ed by the Controller°f in<Slate of Colorado or such zss:•:enl as he mots designate.This pron ision is applicable to any contract Im oh mg the pa)mem of mono b7 the State. ;L\ro AVA.IL.ABILITV 2. Financial obligations of the Slate payable after the current fiscal year are contingent upon funds for that purpose brine app:opnated,budgeted and otherwise made available. 80ND REQ CEREMENT 3, If this contract involves the payment of more than fifty thousand dollars for the construction.erection,repair,maintenance,or Improvement of any building, road,bridge,viaduct,tunnel,exClvation or Other public works for this State.the contractor shall,before entering the performance of any such work included in this contract,duly execute and deliver 10 and file with the official whose siylature appears below for the State,a good and sufficient bond or other acceptable stately 10 be approved by said official in a penal sun not less than,one-half of the total amount payable by the terms or this convict,Such bond shall be duly executed by a qualified corporate surety,conditioned for the due and faithful performance of the contract,and in addition,shall provide that if the contractor or his subcontractors fail to duly pay for any labor,materials,team hire.suSlenance.provisions,provender Or other supplies used or consumed by such contractor or his subcontractor in performance of the work convected to be done,the surety will pay the same in an amount not exceeding the sum specified m the band,together with interest at the rate of eight per per annum.en:es c such bond.when so required.is executed.delivered and filed,no claim in G\Or of the eontraetor arising under this COnlraCl than be audited,allowed or phit A certified or cashier's check or a bank money order payable to the Treasurer of the Slate of Colorado may be accepted in lieu of a bond. This provision is in compliance uitr. 38.26.106 CRS, as amended. INDEMNIFICATION a, To the extent authorized by law,the contractor shall indemnify,save and hold harmless the Slate.iu employees and agents,against any and all claims. (Unlaces,liability and Coon awards including costs,expenses,and attorney fees incurred as',twit of any act or OntlttlOn by the contractor.or its employees. acertts. subconvec ors,or assi nets pies ant to the terns of this contran,• except CO the extent caused by an act or onission of the sate. its officers and employees. DISCRIMINATION AND AFFIRMATIVE ACTION 5. The convector agrees to comply with the letter and spirit of the Colorado Antidiscrimination Act of 195?,as amended.and other applicable law respecting discrimination and unfair cmplcyment practices(2a.Ja.a02.CRS 1982 Replacement Vol.),and as required by Executive Order,Equal Opponunity and Affirma• the Action,dated April 16. 1975. Puri Joni thereto, the following provisions shall be contained in all Store contract;or tlrhroneoens. During the performance of this convict. the contractor agrees as follows: (1) T•ne contractor will not discriminate against any employee or applicant for employment because of race.treed,color,national origin,sot.marital status, religion,ancestry.mental or physical handicap,or age,Tee contractor will take affirmative action to inswre that applicanu are employed.and that employees are treated during employment,without regard t0 the above mentioned characteristics.Such action shall include,but na be limited to the following:employmmen:, upgrading,demotion,or transfer,recruitment or recruitment advenising;layoffs or terminations;rates of pay or other kerns of compensation:and seketion for training,including apprenticeship.The convict°,agrees to post inconspicuous places,available to employees and applicants for employment,notices to be pro- vided by the contracting officer setting fonh provisions of this non•disdim4sation clause. (2) The contractor will.in all solicitations or advenisemems for employees placed by or on behalf of the eonvector.state that all qualified applicants will receive consideration for employment without regard to race,creed,color,national origin,sex, marital status,religion,ancestry,mental or physical handicap,or age. (3) The contractor will send to each labor union or representative orw•orkers with which he has collmive bargaining agreement or other contract or understand- ing,notice to be provided by the contracting officer,advising the labor union or walkers'representative of the contractor's commitment under the Executive Order,Equal Opponunity and Affirmative Action.dated April 16. 1975,and of the rules,regulations,and relevant Orders of the COremOf. (d) TheeomractorandlaborunionswillruntishallinformationandreponsrequiredbyExecutiveOrder,EqealOpponunir•andAffinrlativeActionOfApril16, 1975.and by the rules,regulations and Order of the Governor,or pursuant thereto.and will permit access to his books,records,and accounts by the convacdng agency and the office of the Governor or hit designee for purposes of investigation to*scene's compliance with such rules,regulations and orders_ (5) A labor organization will not estlude any individual otherwise qualified from full membership rights in such labor organie anon.or expel any such individual from membership in suet,labor OrgeniaaliOn Or discriminate against any of its members in the full allayment of work opponumt,because of race,creed.color, sex,national Origin,or anCCttr•. (6) A labor organization,or the employees or members thereof will not■id,abet.incite,compel or coerce the doing of any ICI defined in this eontraa to be dis- criminatory or obstruct or prevent am•person from complying with the provisions of this convect or any order issued thereunder;or attempt either directly or indirectly,to commit any act defined in this convect to be discriminatory, J93.33-01.1022 900525 Revised 1/88 page 12 of 137 pages al Form 6-AC 07C of the(7) In they eveclanf Ileco erm,naeEo non manee wish)eOno direvninalion clause%of Ult contractor or with am crutch rules,rr ulationt ders.this COnuact mil' suspended in bud a .in to with procedure.,authowed in E teeuorr order p <cone acwr may be declared 19 ineligible h far(u fecu Stain contact n rOmul anee in accordanCe therewith, .Equal y be imposenityd and re Affirmative s ma) a invoked 16, 1977 and the rules,regulation., q Olden pnu").nnd �rmatese Acton of Apnl%Id^1975!orsbyerules, regulations, or orders dersM promulgated may beinvokedof theprorewith, , Executive Order,Equal by Ia.,. and 8 T7%e con p u geed m accordance UertriN, or a%otherwise Drovitled b� law y( ) Vaeror*ill include the proriseont of La a h by regvla lions,or Orden Issued punuam to Executive Order.Equal Opportunity in every sub-contract mauve and or subcontractor purchase order unlnt<atmpred by Nits. upon each subcontractor or vendor.The con a and Affirmative AeuOn Of Apnl 16, 1975.so Nat such prOvnions wilt be binding V etOr will take such action with respect to any sub-eonvaeting oe purchase order as the contracting agency mey in,or it direct,as a means of enforcing such provisions,including sanctions for non•oomplia net:provided,however,that in the went the contractor becomes involved a Colorado to entered %ntot such liwgtuon the to protect etor the or Go of they Stale Of f such direction by the convecting agent>,the convector may request the Su1c Lis a o COlOndO. COLORADO LABOR PREFERENCE 6a, Provisions of 8.17•I01 & 102,CRS for preference of Colorado labor are appliub4ld%hit eetntraet if public works within the State are undertaken hereun• der and tie financed in whole or in part by State funds. b. When COn3VUCuOn eonvact for a public project is to be awarded to a bidder,a resident bidder shall be allowed a preference MIAs(a nonresident bidder frOm a state Or foreign Country equal to the preference given or required by the state or foreign country in which the non•ruedem bidder at a resident If it is deter• mined by the officer responsible for awarding the bid that Compliance M1U(bit VabaeCtiOn 08 may Caine denial or federal tams which wookt otherwise be eVail• able or would otherwise be inconsistent with requirements of federal law,this subsection shall be suspended.but only to the extent necessary to prevent denial of the mOntys or to eliminate the inconsistency with federal requirement (section 8.19-101 and 102, CRS). GENERAL contract.The laws o Use State this convect and rules and regulations issued pursuant therm shall be applied in the interpretation,execution and enforcement of this provision whether or notincorporated herein by reference which provides for arb;vetion by any estraludicial which is otherwise in conflict with said laws.Mel and regulation%shall be considered null and void.Nothing Contained m an rows On incorporated body or person or reference which purports to negate this or.n•other special - - Y D rporaed herein by way rot eference which p rpor se or otherwise.Any provision in whole or in pan shall be valid or enforceable a available in any action at law whether by Y xecul%bn rendered null and rod by the operation of this provision well nos invalidate the remainder of this eonva;t 1O the extent this the cfenseO o capable of execution. provision 8. At all ume%dunng the performance of this Contract.the Convector shall svicUy adhere to all applicable federal and star laws,rules and regulations that have been or may hereafter be established. 9. The signatories hereto ater that they are familiar with 18.8•)01,et,seq.,(Bribery and Compt Influence%)and I S•Sa I.et.seq.,(Abuse of Public Once), CRS 1978 Replacement Vol., and that no violation of such provisions is present. 10. The signatories aver that to their knowledge, no state employee his a personal or beneficial interest described herein: test what es r o e m the senme or Oroperty IN WITNESS WHEREOF, the ponies hereto have executed this Convect on the day first above wrinen. Convector (Full Lc al Name) Weld County STATE Or C• Boa of CpmmiaQi nera AO 'OMER, e• • N0� ./7 By position(Two Chairman, Gene R. Brantner •s Escct:nrE otucrola 84-600813 s«d Serum(number a.r.e..al I.D.swab., DEPARTMENT (If Corpora n: OF Corrections • Anna (Seal'¢�� /I ilk to I f�.m*5 twIIII%SSe tho%ilex. r !2f /f •vCusrC«rs Cleft APPR LS ATTORNEY GENERAL CONTRO ER By ^^ ` Sy l " -� i e a I"g�A APPROVED AS TO FORM: FlIll AttomeyGOneral General Legal Services County Attorney 900525 M 4)41-IMOI m.•�aa rail r•ti 13•01.1.V Vol inI 043 •%..•mwwmnem"v.rt.Wk aio•W.Ill \ SCHEDULE A 1. Until further notice is received, the State's Contract Monitor shall be: Mr. R. Mark MoGoff Colorado Department of Corrections Colorado Territorial Correctional Facility C House Canon City, Colorado 81215-1010 719-269-4153 2. Inmate Management issues shall be referred to: Mr. Ben Griego or Mr. Paul Hollenbeck Inmate Management Office Colorado Department of Corrections 2862 South Circle Drive Colorado Springs, Colorado 80906-4122 719-540-2120 or 719-579-9580 3. Until further notice is received, the County's Contract Monitor shall be: Sheriff Ed Jordan Weld County Sheriff's Office 910 10th Avenue P. O. Box 759 Greeley, Colorado 80632-0759 303-356-4000, Extension 4634 900525 1 SCHEDULE B 1. The DOC Offenders, if any, to be housed in the County Jail, shall be selected frm a pool of DOC Offenders categorized by the State into any of the following categories: A. Male Offenders who will eventually be released in Weld County or a geographic area that is contiguous to Weld County. B. Offenders who possess physical capabilities to comprise work details performing various tasks assigned to them by the County. 2. No Offenders with any of the following will be accepted or maintained: A. Disciplinary problems in DOC and/or the weld County Jail. B. Infectious diseases or AIDS. C. Severe medical or mental conditions as determined by the County' s health care provider. D. An Offender accepted to work release. 900525 ` r - r , 1 M . 6:• SCHEDULE C COLORADO DEPARTMENT OF CORRECTIONS • O * . * r 1876 CODE OF PENAL DISCIPLINE EFFECTIVE Revised 1984 Edition 900525 SCHEDULE D The costs of providing to DOC Offenders routine, on-site medical psychological/psychiatric, dental and medication services, customarily provided to persons sentenced to confinement in the County Jail, shall be considered usual costs incident to the operation of the County Jail. These usual costs include, but are not limited to, regularly scheduled sick call, nursing coverage, regular on-site physician visits, routine vision and dental care, routine X-rays for diagnostic purposes which may lead to off-site care, and the dispensing and cost of common prescription medications for routine and minor illnesses. In addition, all DOC Offenders transferred to the County pursuant to this Contract with a condition of drug aftercare, a known history of drug abuse while incarcerated, or who are suspected of illegal use of drugs, shall be required to participate in routine urinalysis testing conducted by the County Jail health care provider. All positive test results for unauthorized drugs shall be reported by the County Contact Person to the Inmate Management Office. The cost of this routine urinalysis testing, together with the usual costs of care referenced above, shall be part of the fixed rate per Offender per day as set forth in Section 11.8. , of this Contract. Those items of routine care set forth herein which are not to be provided by the County under the per diem rate shall be set forth below under "Exceptions"_ Extraordinary medical expenses for extraordinary health care shall be the responsibility of the State, subject to the authorization provision below. For purposes of this Contract, extraordinary medical expenses are those expenses for extraordinary health care not commonly provided to inmates by the County Jail health care provider. Extraordinary medical expenses also include costs for prescribed prosthetics, hearing aids, prescribed eyeglasses, dentures or costs for any cosmetic, dental or elective medical procedure or treatment. Extraordinary health care includes but is not limited to, prescription medication for serious, chronic, infectious and/or uncommon illnesses such as diabetes and hepatitis; respiratory care including requirements for oxygen; rehabilitation therapy and equipment; care requiring a general or spinal anesthetic; care requiring the services of a surgeon and attending nursing care; X-rays incident to continuing off-site care; dental surgery excluding the repair of cavities, on-site tooth extraction or routine dental procedures; ambulance or Airlife transportation. The County Jail health care provider shall determine when off-site care is required for DOC Offenders housed at the County Jail. Extraordinary medical expenses shall be reimbursed by the State provided: 900525 1) Such service is emergency medical treatment as determined by the County Jail health care provider, or 2) Such service was approved in advance by the Inmate Management Office. In cases where the County Jail health care provider has determined that extraordinary care must be provided prior to obtaining the consent o£ the Inmate Management Office, the County Jail health care provider shall notify the Inmate Management Office as soon as practicable but no later than eight (8) hours after provision of care. As soon as invoices are available, extraordinary medical expenses shall be billed to the State at the time of the regular monthly billings issued pursuant to Section 11; D. , of this Contract. Charges for each DOC Offender will be itemized separately by the County Jail health care provider. EXCEPTIONS The following items of routine care set forth herein are not to be provided by the County under this Contract. The State will i provide these items. The per diem rate paid to the County has been adjusted to reflect provision of, or payment £or, such services by the State. There are no exceptions. 900525 l SCHEDULE E Department o£ Corrections inmates housed in the county jail under this Contract shall have programs and services available to them as described below. 1) Work Programs Inmates may be assigned to various county departments (Road and Bridge, Building and Maintenance, Print Shop, Planning Office) for eight (8) hours per day, five (5) or six (6) days per week. Additional work assignments in both the public and private sector are being developed. 2) Religious Program A. Worship services every Sunday. B. Chaplain available twenty-four (24) hours per day. C. Bible study once per week. 3) Drug and Alcohol Programs Four AA groups each week 4) Library Services Books available within housing units. 5) Law Library Statute books available on-site, other materials available upon request. 6) Smoking Cessation Classes available upon request. 7) GED and Job Application Training Classes available through Aims Community College. 8) Commissary Available once a week. 9) Arts and Crafts Available during leisure time. 900525 10) Recreation Weights etc. , available. Outdoor recreation on a daily basis. 11) Mental Health Staff Staff assigned to living unit. Community mental health staff available as needed. 12) Visitation Non-contact visitation available during six-hour time block each Sunday. 900525 l • • SCHEDULE F 1. Any notice to the State provided for in this Contract shall be sent to: Frank O. Gunter Executive Director Colorado Department of Corrections 2862 South Circle Drive, Suite 400 Colorado Springs, CO 80906-4122 (719) 579-9580 2. Any notice to the County provided for in this Contract shall be sent to: Board of Weld County Commissioners P. O. Box 758 Greeley, Colorado 80632-0758 (303) 356-4000 With a copy to: Sheriff Ed Jordan Weld County 910 10th Avenue P. O. Box 759 Greeley, Colorado 80632-0759 (303) 356-4000, Extension 4634 900525 flit flitt rilEMORACIDUM Gene Brantner. Chairman of Count 1 ro Board of County Commissioners pin June 14, 1990 COLORADO From Walter J. Speckman, Executive Director, Human Resources L1JAJc subJ«„ Revised Application for Emergency Community Services Homeless Program Funds Enclosed for Board approval is the Weld County Division of Human Resources' revised application to the Department of Local Affairs for Emergency Community Services Homeless Program Funding. The funds will be subcontracted to the Greeley Transitional House and the Guadalupe Center for case management services to their homeless clients. The funding would be $5,000.00 to each agency for a total request of $10,000.00. If you have any questions, please telephone me at 353-3816. June 14, 1990 MEMORANDUM TO: Clerk to the °Ar/LeagAeu' FR: Susan Montoya RE: Revised Applicat on for Emergency Community Services Homeless Program Funds Enclosed for Board approval are eight (8) copies of the revised application for Emergency Community Services Homeless Program funds.between the Division of Human Resources and the Department of r- local Affairs. Please return seven (7) copies once they have been signed. If you have any questions please call Marilyn Carlino at extension 3342. h:._: +IQ...µ �«..........w..... _ 900332 /MOO 4 • ECSH 1990 APPLICATION A. SYNOPSIS 1. County: Weld 2. Contact Person: Name Walter J. Speckman Title Executive Director. Weld Co. Human Resources Address 15_51,� 17th Avenue:li ,—Box 1305 Greeley? Colorado Telephone WO) 353-462:0 3. Chief Elected Official: Name Gene Brantner, Chairman, Weld Co. Board of county commissioners 4. ECSH Amount Requested: $ 10.000 5. ECSH Budget: Grantee Personnel Costs $ Grantee Operating Costs $_ Grantee Subcontract Costs $ 10.000 TOTAL ECSH BUDGETED $ Grantee Personnel Position/s Funded (Name & $ of time funded) Grantee Operating Costs Funded (by line item &amount) Grantee Subcontract Costs Funded (Name, Amount, Services Purchased) Guadalupe Center--$5,000---10 Hours of casemanagement per week for homeless clients. Greeley Transitional House--$5,000---1b Hours of follow-up case management that will meet with families who have left the Transitional house's 30-45 day program.for the homeless. 90053'di ESCH 1990 Application - Cont. B. LOCAL PRIORITIZATION OF ACTIVITIES FOR WHICH FUNDING HAS BEEN REQUESTED The Weld County Housing Coalition has identified casemanagement for homeless individuals and families as a top priority. C. PROBLEM/NEED DESCRIPTION Greeley Transitional House provides temporary housing and case management to homeless families in Weld County for 30-45 days. The Transitional House has been very successful during this initial time period in helping families find permanent housing and employment. In 1989 over 68% received permanent housing and employment by the time they left the initial 30-45 day program. In order to truly evaluate and facilitate long-term success, a long-term follow-up program is needed. Currently, Greeley Transitional House uses interns from the University of Northern Colorado to provide follow-up services on a limited basis. However, students lack experience, and since they only work for a semester, long gaps in client follow-up are created. With funding, Transitional House can provide consistent, professional case management to its homeless clientele. Guadalupe Center, a shelter for the homeless, houses 475 - 525 homeless individuals each year. 702 are single males and 302 are females and children. All clients using the emergency shelter are without adequate housing or employment. At least 30% are in need of medical, mental health, or rehabilitation services. 20% are in need of job training. 80-90% are in need of clothing, food, and community support services. Families frequently need assistance registering children in school, applying for housing, securing food stamps, obtaining clothing and household supplies. D. PROJECT IMPACT Transitional House---Through this project, a follow-up case manager will be hired to continue providing case management services to residents leaving the Greeley Transitional House's initial program. This case manager would be able to coordinate services, monitor long-term progress and continue ongoing support to these clients. Transitional House's current system of using UNC interns, has proven this position to be and important component of the program but, as previously mentioned, the present follow-up program is also very limited because of the use of students. With the addition of a ease manager, progress could be monitored and any crisis that might develop could be dealt with in a more comprehensive and expedient manner. This project would also make available more comprehensive data as to the long-term problems facing clients and which families are most likely to be able to continue to be self- sufficient. Guadalupe Center---See next page for project impact on this agency. 900532 ESCH 1990 Application - Cont. D. PROJECT IMPACT CONTINUED Guadalupe Center---Currently, casemanagement services are not available at Guadalupe Center, due to limited funding and limited staffing. A ten hour per week case manager would do planning and provide extensive casemanagement and follow-up services for 25 individuals or families during a one year period. An additional 75 people or families would receive short -term support services. 70: would be single males and 30% single females or families. 702 of those served would be Hispanic, 25% Anglo, and 4% other minorities. At the end of one year ten individuals or families will be in permanent housing and stable employment. E. DESCRIPTION OF LOCAL GOVERNMENT COORDINATION Short-term emergency shelter services in Weld County are provided by the Guadalupe Center, Salvation Army, and Disabled Veterans Outreach Center. Longer term shelter, 30 to 45 days, is provided by the Greeley Transitional House and A Woman's Place (battered women's shelter) with supportive services designed to move clients to a position of self sufficiency as quickly as possible. All of these agencies are engaged in cooperative case management activities. Weld County Housing Authority and Greeley Housing Authority are also very important agencies in this networking in the area of housing. Local government agencies involved in funding homeless programs include both the county and the city. The county has been instrumental in coordinating ESG and ESCH grants through the Human Resources Department, and Weld County Social Services has provided limited funds to both the Woman 's Place and Transitional House for clients waiting for AFDC. The Transitional House and A Woman's Place have also received grants from Greeley Urban Renewal Authority to purchase and rehabilitate their facilities. Other local government coordination has been developed through the Greeley Housing Coalition, in which employees of the Greeley Planning Department, Weld and Greeley Housing Authorities and Weld Social Services are active members along with members of each of the homeless provider agencies. 9005323 ECSH 1990 Application - Cont. SEEVICE ELIGIBIL;TYY CATEGORY Proposed Eligibility Service Provider Active ECSH Funds Activity Category* Name 1/1/87 Allocated 1 2 3 4 Y/N** Case Management Greeley Transitiona Follow-up X House Y $5,000 Case Management X Guadalupe Center Y $5,000 *1. Expansion of comprehensive services to homeless individuals to provide follow-up & long-term services to make the transition out of poverty. 2. Provision of assistance in obtaining social, maintenance, services & income support services for homeless individuals. 3. Promotion of private sector and other assistance to homeless individuals. 4 . Provision of assistance to any individual who has received a notice of foreclosure, eviction, or termination of utility services, if (a) the inability of the individual to make mortgage, rental, or utility payments is due to a sudden reduction in income; (b) the assistance is necessary to avoid the foreclosure, eviction, or termination of utility services; and (c) there is a resonable prospect that the individual will be able to resume the payments in a reasonable period of time. **Was the provider providing urgent homeless services as of January 1, 1987. 900532 ECSH 1990 Application - Cont_ $CSH RESOLUTION b CERTIFICATION The County of Wald which is applying to the State of Colorado for funding through the Emergency Community Service Homeless (ECSH) Grant program from the J.S. Department of Health & Human Services, hereby assures and certifies that: - the amounts awarded under the ECSH program will be used only for the following purposes- Expansion of comprehensive services to homeless individuals to provide follow-up and long-term services to enable homeless individuals to make the transition out of poverty, Provision of assistance in obtaining social and maintenance services and income support services for homeless individuals, Promotion of private sector and other assistance to homeless individuals, Services for the prevention of homeless as defined in paragraph four of Eligible ECSH Activities contained in the Application Instructions for FFY 1990; - no amount received under this program will be used to supplant other programs for homeless individuals administered by the grantee; - political activities will be prohibited in accordance with subsection 675 (e) of P.L. 97-35 as amended (the Community Services Block Grant Act) ; - there will be coordination of activities among all participating local governments and non-profit organizations funded by the State; - the contractor or its subcontractors shall have been providing critically urgent homeless services as of January 1, 1987; - the contractor and/or its subgrantees shall develop fiscal control and fund accounting procedures necessary to assure the proper disbursal of and accounting of federal funds. The County ensures the cooperation of its staff, the cooperation of its subcontractors, and the availability of all records to the 'n00532 ECSH 1990 Application - Cont. Department of Local Affairs and the office of the secretary of Health & Human Services or his/her designee charged with monitoring or investigating the use of the funds provided. A/St Signed Title Chairman Name Gene Braptner. Chairman Date June 18, 1990 Weld Co. Board of County Commissioners ATTEST; `pe �QM ie.G. 1 � WELD COUNTYD CLERK ITO THE RECORDER . O� ` Dobu1Y County Clerk L 900532 Hello