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Home My WebLink About800304.tiff o u,,w .:j t ,.I.,j'il - I ''' t . ,. 1-•- il,a — 3“ \¢ '\ 6d A 5°p° a �\ . w I� it m n - , N ' N w a :`� y %^ r C .4) i A .1 /I'-.•.• ,,j 1 e • . A%I �� / J a" V J j F— o ,, .:f :ii I N/ -II. I ir-j:41' a'I °W' i ` `�f o 4x 0.1 ,� }'r ei Ln — oil Eli LL z ❑ ww • N 7. 1' 2z- IL=jog w > w 0=0 ;p 2WQ m - a3 , 2w¢ p' —0 H Cl) A (� o°cc i- Q �I ` I CC w LIJ UU p N i . I ¢ Z - . , I, , II - _ z3 Cl) y ,-' ''' 1 I I ^I I i ®. ,e- iii; ., W f 'y �' ' Scu ) C J m O U Zr r 4 ii6 1' 'fit' P.L -_ - x xi a ,x,,x i. 1'' F. - _ ..4� _ - - I A.A ..x t 6e r—_/ , V kVti 1I.V • cy- }: ,i,i cc` . C?© ` a ?iq," ;i Z F, ' .'a :' ,xp Sr, ° n kr 4p r.pi•j 3 a a P ;f ui.J =%c;.i;d!-AP��0r1rrr' ., : .... - .. .b 3 L' —Ott O E 8� Q t z t 0 ' jdoy 2. :-.1 ., (9 ,.. i.." f'!':''2 -.! - ..:: tr.,' e oo':- i1 _ 0 i ''' s x s. aa � ,W �`O, j •. ,., �- © % xoo ••• OOO II 4 RESOLUTION RE: APPROVAL OF SPECIAL USE PERMIT FOR EXPANSION OF AN EXISTING WASTEWATER TREATMENT SYSTEM FOR THE TRI-AREA SANITATION DIS- TRICT, P. O. BOX 213, FREDERICK, COLORADO 80530 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 of Weld County, Colorado held a public hearing on the 25th day of June, 1980 at the hour of 2 : 00 o'clock p.m. in the Chambers of the Board of County Commissioners for the purposes of hearing the application of Tri-Area Sanitation District, P. O. Box 213, Frederick, Colo- rado 80530, for a Special Use Permit for expansion of an existing wastewater treatment system on the following described real estate, to-wit: That part of the West Half (W2) of Section Nineteen (19) , in Township Two (2) North, of Range Sixty-seven (67) West of the 6th P.M. , Weld County, Colorado, more particu- larly described as follows, to-wit: Beginning at the Southwest corner of said Section Nineteen (19) , thence South 89°09 ' East along the South line of said Section 106.7 feet, thence North 0°16 ' 30" East 2, 679. 6 feet; thence South 60°30' 15" East 88 feet, more or less, to a point on the East boundary of the Union Pacific Railroad right-of-way, which point is the true point of beginning, thence running South 0° 09 ' 45" West 724 feet along said East boundary of the Union Pacific Railorad right-of-way; thence South 60°30 ' 15" East 17 . 78 feet; thence North 0°09 ' 45" East 724 feet; thence South 60°30 ' 15" East 820 feet; thence South 30°07 ' 45" West 410 feet; thence South 60°30 ' 15" East 15 feet; thence North 30°07 ' 45" East 410 feet; thence North 29°29 ' 45" East 500 feet; thence North 60°30 ' 15" West 932 feet; thence South 35°05 ' 15" West 317 . 76 feet, more or less, to the East boundary of the Union Pacific Railroad right-of-way; thence South 0°09 ' 45" West 210. 42 feet, more or less, along the East boundary of the Union Pacific Railroad right-of-way to said true point of beginning, containing 11. 11 acres, more or less; as recorded by the County Clerk; Book 1459, Reception No. 1237654 on September 10, 1958 . A tract of land located in the West Half of Section 19 , Township 2 North, Range 67 West of the 6th P.M. , being more particularly described as follows : PL/431 - - R �,• -r` C:.; :S S I rl r�E P J sate May 20, 1980 Case Nc. S;,'P# 421:80:11 APPLICATION OF Tri-Area Sanitation District ADDRESS P.O. Box 213, Frederick, Colorado 80530 Moved by Frank Suckla that the following resolution be introduced for passage by the Weld County Planning Commission: Be it Resolved by the ' el d County r;anr ng Co•-Tni ssion that the appli- cation for site approval of Tri-Area Sanitation District covering the following described property in Weld County, Colorado, to-wit: Attached be recommended (favorably)(UEONMEMA to the Board of County Commissioners for the following reasons: 1. It is the opinion of the Planning Commission that the proposed operation is in compliance with the provision of Section 3.3. (E) (2) of the Weld County Zoning Resolution. 2. It is the opinion of the Planning Couunission that with the design and controls proposed in the operation, and the attached Development Standards, there is little chance for adverse impacts on the surrounding environment. This determination is based, in part, upon a review of the information submitted by the applicant. Other relevant information regarding the request and the responses of the referral entities which have reviewed this request. The Planning Commission recommendation for approval is conditional upon the following: 1. The attached Development Standards being recommended and adopted for the Special Use Permit. 2. No building or electrical permits shall be issued on the Special Use Permit Area until the attached Development Standards for the Special Use Permit have been placed on the Special Use Permit plat and said plat has been delivered to the office of the Depart- mencD?. (p T6g e�ev,ices�Jerry Keifer Vote: For Passage Jerry Keifer Against Passage Frank Suckla Bob Halleran Fred Otis T r ma Z�ihitl�---- - -- — Don Billings__--___ Bob Ehrlich 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. CERTIFICATION OF COPY I, Bobbie Good __- , P,: or ! ing Secretary of the Weld County Planning Commission, do hereby certify th1 the above and foregoing Resolution is a true copy of the Resolution of the Plnninq Commission of Weld County, Color- ado, adopted on May_2o,__1980 _ and recorded in Book No. Aiz_ of the proceedings of the sai�; Rlaruiinn Coi,u�issiori. i •�l ! ; he 22 doy of ray • 1980_ c, `. S:: - 21 :80:11 _ri-Area Sanitation District Development Standards 1. The permitted uses on the hereon described parcel shall be an aerated multi-celled wastewater treatment facility as shown on the plat to include miscellaneous flow and chlorination equipment. All other uses permitted by right in the Agricultural Zone District as listed in the Weld County Zoning Resolution shall also be permitted. 2. The site shall be enclosed by a six (6) foot high chain link security fence as shown hereon. The site shall be landscaped to improve the appearance of the property in accordance with the project plans contained in the Special Use Permit Application. 3. All accesses shall have the approval of the Weld County Engineering Department. All accesses shall be constructed in accordance with the recommendations and/or requirements of the Weld County Engineering Department. 4. All construction, electrical work and fabrication will be done in accordance with the Weld County Building Code. 5. The appearance of the facility shall be maintained in a neat and orderly condition - through periodic painting and maintenance. The Special Use Permit area shall be maintained in such a manner so as to prevent soil erosion, fugitive dust, and the growth of noxious weeds. 6. Interceptor lines and treatment ponds shall be properly designed and engineered to accomodate ground subsidence. 7. All phases of the operation shall comply with all County and State Health Standards and Regulations pertaining to air quality, water quality, noise emission, and sanitary disposal systems. 8. The Special Use Permit shall be limited to the plans shown hereon and governed by the Development Standards stated above and all applicable Weld County Regula- tions. Any material deviations from the plans and/or Development Standards as shown or stated above shall require the approval of an amendment to the Special Use Permit by the Planning Commission and the Board of County Commissioners before such changes from the plans and/or Development Standards shall be permitted. Any other changes from the plans and/or Development Standards shall be filed in the office of the Department of Planning Services. 9. The property owner and/or operator of this operation shall be responsible for complying with all of the above stated Development Standards. Noncompliance with any of the above stated Development Standards may be reason for revocation of the Special Use Permit by the Board of County Commissioners. VT:rg 5/16/80 Minutes of the Weld my Planning Commission May 20, 1980 Page 2 White seconded the motion. Motion carried with Kiefer, White, Otis , Halleran, Billings and Ehrlich voting for and Suckla voting against. Tape 18 - Side 2 CASE NUMBER: SUP-420:80:10 APPLICANT: Colorado State Highway Department SUBJECT: Open Cut Mining Permit LEGAL DESCRIPTION: Pt. NE4 NE4 Sec. 16, T7N, R59W APPEARANCE: Joe Intermill , Jr. , Colorado State Highway Department, requested approval to operate an open mining sand and gravel pit where there is an existing pit. Discussion from the audience - none NOTION: Irma White moved the the Department of Planning Services Staff Recommendations and Operations Standards be accepted by reference and the request be forwarded to the Board of County Commissioners with the Planning Commissions' recommendation for approval . Motion seconded by Frank Suckla. Motion carried unanimously with Kiefer, Suckla , White, Otis , Halleran , Billings and Ehrlich voting for and none against. Tape 18 - Side 2 CASE NUMBER: SUP-421 :80:11 APPLICANT: Tri-Area Sanitation District SUBJECT: Expand existing wastewater treatment facilities LEGAL DESCRIPTION: Pt. 141/2 Sec. 19, T2N, R67W APPEARANCE: John Clark, M & I Consulting Engineers, Ft. Collins. Mr. Clark • requested approval to operate and expand existing wastewater treatment facilities and to increase capability to meet wastewater treatment dis- charge standards for the State. Discussion from the audience - none MOTION: Frank Suckla moved that the Planning Department Staff's recommendation be accepted by reference and the request be forwarded to the Board of County Commissioners with the Planning Commissions' recommendation for approval . Motion seconded by Jerry Kiefer. Motion carried unanimously with Kiefer, Suckla, White, Otis , Halleran , Billings and Ehrlich voting for and none against. Tom Honn recommended that to be consistent with the actions for approval of the special use permit that the Planning Commission authorize the chairman to sign the application for site approval which goes to the State Health Department Water Quality Control Commission for this particular sewer facility. MOTION: Irma White moved that this recommendation be approved. Jerry Kiefer seconded the motion. Motion carried unanimously with Kiefer, Suckla, White, Otis, Halleran, Billings and Ehrlich voting for and none against. A public hearing was conducted on June 25 , 1980 at 2: 00 P .M. , with the following present: BILL KIRBY CHAIRMAN LEONARD_ ROE COMMISSIONER EXCUSED NORMAN CARLSON COMMISSIONER LYDIA DUNBAR COMMISSIONER JUNE STEINMARK COMMISSIONER EXCUSED Also present: ACTING CLERK TO THE BOARD, Keitha White ASSISTANT COUNTY ATTORNEY, R. Russell Anson PLANNING DEPARTMENT REPRESENTATIVE, Tom Honn The following business was transacted: I hereby certify that pursuant to a notice dated May 19 , 1980 and duly published May 22 and June 12, 1980 in the Johnstown Breeze a • public hearing was held on the reauest of the TRI-AREA SANITATION DISTRICT FOR A SPECIAL USE PERMIT FOR EXPANSION OF EXISTING WASTEWATER TREATMENT SYSTEM. Mr. Honn reviewed the Planning Commission' s favorable recommendation and related development standards. John Clarke, M & I, Inc. , consulting engineers for the applicant was present and gave a short history of the project. Mr. Clarke stated the reason for said project was that the facility was not meeting the discharge standards set by the State Board of Health. There was no one in opposition to said request in attendance. Commissioner Carlson made a motion to approve the special use permit request with the recommended development standards and authorized the Chairman to s±gn the application for site approval for the Colorado Department of Health. Commissioner Dunbar seconded the motion and it carried unanimously. • CHAIRMAN BOARD OF COUNTY COMMISSIONERS ATTEST: WELD COUNTY CLERK AND RECORDER AND LE ' TO THE B B (( (cc f ty County erk • DOC LT t 30-37 • TAPE 80-44 LHR ) ( .t :i Date : May 20, 1980 CASE NUMBER: SUP-421:80:11 NAME: Tri-Area Sanitation District REQUEST: Expansion of Existing Watewater Treatment System LEGAL DESCRIPTION: Part of the W2, Section 19, T2N, R67W LOCATION: Adjacent to the north edge of the Town of Firestone THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS REQUEST BE approved FOR THE FOLLOWING REASONS : 1. It is the opinion of the Department of Planning Services Staff that the proposed operation is in compliance with the provision of Section 3.3. (E) (2) of the Weld County Zoning Resolution. 2. It is the opinion of the Department of Planning Services Staff that with the design and controls proposed in the operation, and the attached Development Standards, there is little chance for adverse impacts on the surrounding environment. This detemination is based, in part, upon a review of the information submitted by the applicant. Other relevant information regarding the request and the responses of the referral entities which have reviewed this request. The Department of Planning Services Staff recommendation for approval is conditional upon the following: 1. The attached Development Standards being recommended and adopted for the Special Use Permit. 2. No building or electrical permits shall be issued on the Special Use Permit Area until the attached Development Standards for the Special Use Permit have been placed on the Special Use Permit plat and said plat has been delivered to the office of the Department of Planning Services. SUP-421:80:11 Tri-Area Sanitation District Development Standards 1. The permitted uses on the hereon described parcel shall be an aerated multi-celled wastewater treatment facility as shown on the plat to include miscellaneous flow and chlorination equipment. All other uses permitted by right in the Agricultural Zone District as listed in the Weld County Zoning Resolution shall also be permitted. 2. The site shall be enclosed by a six (6) foot high chain link security fence as shown hereon. The site shall be landscaped to improve the appearance of the property in accordance with the project plans contained in the Special Use Permit Application. 3. All accesses shall have the approval of the Weld County Engineering Department. All accesses shall be constructed in accordance with the recommendations and/or requirements of the Weld County Engineering Department. 4. All construction, electrical work and fabrication will be done in accordance with the Weld County Building Code. 5. The appearance of the facility shall be maintained in a neat and orderly condition through periodic painting and maintenance. The Special Use Permit area shall be maintained in such a manner so as to prevent soil erosion, fugitive dust, and the growth of noxious weeds. 6. Interceptor lines and treatment ponds shall be properly designed and engineered to accomodate ground subsidence. 7. All phases of the operation shall comply with all County and State Health Standards and Regulations pertaining to air quality, water quality, noise emission, and sanitary disposal systems. 8. The Special Use Permit shall be limited to the plans shown hereon and governed by the Development Standards stated above and all applicable Weld County Regula- tions. Any material deviations from the plans and/or Development Standards as shown or stated above shall require the approval of an amendment to the Special Use Permit by the Planning Commission and the Board of County Commissioners before such changes from the plans and/or Development Standards shall be permitted. Any other changes from the plans and/or Development Standards shall be filed in the office of the Department of Planning Services. 9. The property owner and/or operator of this operation shall be responsible for complying with all of the above stated Development Standards. Noncompliance with any of the above stated Development Standards may be reason for revocation of the Special Use Permit by the Board of County Commissioners. VT:rg 5/16/80 DEPARTMENT OF PLANNING SERVICES PHONE (303)356.4000 EXT.404 915 10TH STREET GREELEY,COLORADO 80631 Wilk COLORADO July 30, 1980 Ellis Logsdon Tri-Area Sanitation District P. 0. Box 213 Frederick, CO 80530 RE: Recordation of plat for SUP-421 :80:11 on a parcel of land described as Pt. Wz Section 19, T2N, R67W of the 6th p.m. , Weld County, Colorado Dear Mr. Logsdon: Your application for a Special Use Permit to expand wastewater treatment facilities was approved by the Board of County Commissioners on June 25, 1980. The original mylar plat with property owner signatures must be submitted to the Department of Planning Services office for recordation with the Weld County Clerk and Recorders office before the Special Use Permit is valid and legal . Please submit the Special Use plat promptly so that we may complete your application file. If you have any questions, please feel free to call me. Respectfully, Vickie Traxler Assistant Zoning Administrator VT/dr cc: John Clark • M & I, Inc. 4710 S. College _ Ft. Collins, CO 80525 DEPARTMENT OF PLANNING SERVICES PHONE (303)356-4000 EXT 404 915 10TH STREET GREELEY,COLORADO 80631 P,71a1 April 23, 1980] D COLORADO Mr. Ellis Logsdon Tri-Area Sanitation District P.O. Box 213 Frederick, Colorado 80530 Re: Request for a Special Use Permit to expand existing wastewater treatment facilities on a parcel of land described as part of the W1 Section 19, T2N, R67W of the 6th P.M. , Weld County, Colorado. Dear Mr. Logsdon: Your application and related materials for the request described above are complete and in order at the present time. I have scheduled a meeting with the Weld County Planning Commission for Tuesday, May 20, 1980 at 1:30 p.m. This meeting will take place in the County Commissioners' Hear- ing Room, first floor, Weld County Centennial Center, 915 10th St. , Greeley, Colorado. It is recommended that you and/or a representative be in at- tendance to make your presentation on your request and be available to answer any questions the Planning Commission members might have with re- spect to your application. If you have any questions concerning this matter, please feel free to contact our office. Respectfully UtletteLel77014'111A— Vickie Traxler Assistant Zoning Administrator VT:rg cc John Clark, M & I Inc. , 4710 S. College Ave. , Ft. Collins, Co. 80525 r _________ • ,,_\1,1 4 .t r Tlete ems 1 _ 11 Ac,l scc r dddn,- ' , R.1-1"1:\ 10 _ ,szrx T-- l Th• h III ssu c:st•'; c •t 'etstcd !check c 1c I ;' r' `I •- Sh- sr to short ^d da•c lit. lstred _ti j`9._ t_ s,) I,l •l -� '- SF-css t1 '.shc,rn dIte and address of deli%t:v -C /� p w RE STRICTI I) DELIVERY EREC DP_u ';CC; 'CER WGE L'�I A L Shan to sshom and date deirscrcd NO 0,JS.-,r ;:.~c -- ' -I3L's!GcD— RI STRIC T FD DELIVERY K%", =28 I [ i,!1T.I'IA!11;IL show to shat;,date and.ti d•tss of dc'INery S_ (Sec Revcrac; 1 C ONSI LT POSTNIATI R FOR FEES) I[STYr7O Ellis Logsdon - Tri-Area 2 ARTICLE ADDRESSED TO ;S-rREr-A..\c ! Ellis Logsdon - Tri-Area Sanitatio a P.O. Box 213 -.0 , _ ��cCD P.O. Box 213 1-3 Frederick,rick, Colo. c Frederick, Colorado 80530 FOSrP3E - (, I 2 3 ARTICLE DESCRIPTION F1 �_ c I REGISTERCE NO CERT'F,ED NO INSURED NO 04 n j m O s F e� :. _ IP11- 7250393 I—, — - -' a; (Always obtain s,natora of addressee or agent) I—' I E , 1 1 Z I h.tve recen,ed the „me!( described abase 'ti , u `` .7n SIGN)/.TLIRE O 1,1,15A...: n 3LLthor.ird_,_,•nt z ( I m . .1 ,,I_43.e/k'l�,e.f-1 1R.-.l-C'--...._. = 7. t= I - ' I -- 4 Ai t,s.'.-G,1/ ✓/(-jI./!!AJ (Y A-' =•1.,I - m - ! c DA"E OF DELIVERY POSTMARK LT-..1C' S 1" y 1,') -' I 0 - I- 1 '- i Ic� w i .' Z 5 ADDRESS (Complote only If recNest8dy— - ,, . 'J ' • c 0 (1.. 4r*'J \ c I 7_ m l I+ 11. Is TOTAL POSTACE AND FEES $ -4 '' F POSTMARK OR DATE m 6 UNABLE "O DELIVER BECAUtSE , %_Qv CLE K'S 4'' p \ INIT ALS a D s\ (a- - ) 4-23-80 F " E :,GPO 1918-212-382 O cil a. I K OFFICE OF BOARD OF COUNTY COMMISSIONEP PHONE (303)356-4000 EXT.2( P.O BOX 7! \TT "-3], [11, D _ GREELEY,COLORADO 806: April 9, 1980 COLORADO Mr. John Clark M & I Consulting Engineering 4710 South College Ave. Ft. Collins , Colorado 80525 Re: M & I Job #838-020 - Tri-Area Sanitation District Improvements to Wastewater Treatment Ponds. Dear Mr. Clark: Your application for a special use permit is incomplete at the present time. Please submit the following items : `mil . A copy of the Warranty Deeds referenced on the application showing ownership interest in the property; `. 2. Three (3) copies of soils information for the parcel ; J3. Additional description of project including personnel , hours of operation, fencing and/or landscaping; 4. An application fee of $140.00 and recording fee of $10.00 in separate checks made payable to the Department of Planning Services ; 5. Twelve (12) copies of a special use permit plot plan in ac- cordance with the guidelines enclosed herein. The previous map was not acceptable to the Clerk and Recorders' Office, as it was brown line sepia and the photographic image would not reproduce well . Also, the submitted map was incomplete and required the following information. a. Vicinity Map: 1 . Boundary linesof the special use permit area; 2. Inclusion of area 1/2 mile North of the special use permit area. Mr. John Clark April 19, 1980 Page 2 b. Plot Plan: 1 . Complete and accurate legal description for the Special Use Permit, including total acreage of the parcel under consideration. 2. Boundary lines of the Special Use Permit area in- cluding bearings and distances and all other information necessary to accurately delineate and describe the parcel . If you have any further questions please contact me; and I will do what I can to help you complete this application. Respectfully, Vickie Traxler Assistant Zoning Administrator VT:rjg Enclosure • L. U)eld County Trir)lrea Sanitation District \4045P.O. Box 213, ;01g. g 0530 May 14, p_80,,, a\CO Board of County Commissioners , P.O. Box 758 Greeley, CO 80632 Dear Sirs : re : Publication expenses This letter is a request for pre-publication of legal advertisements for the following special use permit application before the Board of County Commissioners on the meeting of June 25, 1980. Weld County Tri-Area Sanitation District Wastewater Pond Improvements and Interceptor Sewer Line We understand that publication will occur in the Johnstown Breeze on May 22 and June 12 , 1980. We agree to pay publication costs for these advertisements . (estimated cost not to exceed $25 .00) Sincerely, Ellis Logsdon, President of the Board cc : M & I, Inc . M&I consulting engineers lir FORT COLLINS, COLORADO 4710 SOUTH COLLEGE AVENUE (303)482-8249 No. 2935 To: e',-.'-) Project No.: " —(Lit 5.1' 2- C� ;�Y1 1' C ;�t�'Nf�1tt�C, Q�l(CL'_S. Project: 1,'; \—D(11--), >\ S--10,N\OlSil1.r CtzeeLk tt f Cs,6.-O E(`i Cam'?;i Date: �`)mil L- ''1 9 Fs 1 Gentlemen: We are transmitting ❑ Herewith ❑ Under separate cover ❑ Shop Drawings ❑ Specifications ❑ Change Order ❑ Plans ❑ Copy of Letter ❑ Prints ❑ Survey ❑ Field Order NO.COPIES DRAWINGS NO. DESCRIPTION AND REMARKS P l..k: L5`i c-, �!=�- `r c; ,163\ 1 cue p �'�'1��,�lt) G,�c�� av,c' . c2_ (L (A) 'le 5 cfP, M v\bij IF ENCLOSURES RECEIVED ARE NOT AS LISTED ABOVE, KINDLY NOTIFY AT ONCE. Received By: V\(� R �� Date: LA cam\ " fc) Copies To: - Very truly yours, M&I, Inc. - - By: -_ 2 1UeId Countij Tri-)Ire. Sanitation -District P.O. Box 213, Frederick, Colo. 80530 April 19, 1980 Weld County Government Department of Planning Services Box 758 Greeley, Co 80631 ATT: Vickie Traxler Enclosed are checks #1970 in the amount of $140.00 and check #1969 in the amount of $10.00 . These checks are to cover the fee for the review of the lagoon improvement plans as submitted by M & I Engineering Consultants, John Clark P.E. If you have any further questions, please contact myself or Ellis Logsdon, president of the board, at 1-833-2428 . Thank you, 4.6‘4.1-eali clerk for the district MCA consulting engineers 4710 South College Ave. Fort Collins,Colorado 80525 Telephone(303)226-2323 M & I Job No. 838-020 March 28, 1980rk? MAR Jar Colorado Department of Health R ��80 - , Water Quality Control Division ;c: EIvED 4210 E. 11th Avenue FlanriI of d�Q�4ty B Denver, CO 80220 , ©Cigs";J � .4 RE: Site Application Form WQ-3 of March 28, 1980 <Ck`/ Weld County Tri Area Sanitation District Q� �� Members of the Water Quality Control Commission: Attached is the Application for Site Approval for expansion of the exist- ing aerated pond system for the Weld County Tri Area Sanitation District, with exhibits. Related documents are noted as follows: 1. Application for Special Use Permit and approval by Weld County Board of Commissioners: Submitted March 12, 1980. 2. State of Colorado Department of Local Affairs Form SOC-1: Sub- mitted March 28, 1980. 3. CDH 100 percent design review - plans and specifications to be submitted shortly. 4. U.S. Army Corp of Engineers Design Review - same as 3. 5. Application for Federal Assistance - EPA Form 5700-32 (Step 3) — To be submitted to CDH shortly. We request, for the Sanitation District, a timely and favorable consider- ation of the Application. • Please keep the Sanitation District advised of the status of its applica- tion with a copy of such correspondence to us. Very truly yours, M & I, INC. ohn R. Clark, P.E. JRC/js Enclosures cc: Weld County Tri Area Sanitation District L rimer Weld Council of Governments /ld County, Department of Planning Services Town of Frederick Town of Firestone FIELD CHECK FILING NUMBER: SUP-421 DATE OF INSPECTION: April 29, 1980 NAME: Tri-Area Sanitation District REQUEST: Expand existing wastewater treatment facility LEGAL DESCRIPTION: Part of the W1/2 Section 19, T2N, R67W LAND USE: N Agricultural E Agricultural S Agricultural w Agricultural ZONING: N Town of Firestone LOCATION: Adjacent to the north edge _ E Town of Firestone of Firestone S Town of Firestone W Agriculture COMMENTS: Wastewater treatment facility is existing. Proposal will expand present operation. Site is presently fenced. Access is from the south. Town of Firestone surrounds the site on three sides which is undeveloped at present time. Railroad right-of-way serves as buffer to the site on west side. Access road to site is gravel surfaced. • rj g BY: a ale04 . 4/30/80 CASE Sli:InARY SHEET Case Number : SUP-421:80:11 P. C. Hearing Date : May 22, 1980 Appl i cant : Tri-Area Sanitation District Property Owner : Same Size of Parcel : 25.33 Acres Staff Member to Contact : Vickie Traxler Legal Description : Pt. W2 Sec. 19, T2N, R67W Location: Adjacent to the north edge of the Town of Firestone Existing Zoniiig: Agricultural Request : Expansion of existing wastewater treatment system Possible Issues Summarized from Application Materials: c-tvi(0 N O T I C E T Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning Resolution, 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, Greeley, Colorado , at the time specified . All persons in any manner interested in the Special Use Permit are requested to attend and may be heard. 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. Y`80-37 Tri-Area Sanitation District P. O. Box 213 Frederick, Colorado 80530 DATE: June 25, 1980 TIME: 2: 00 P . M. REQUEST: Special Use Permit - Expansion of existing wastewater treatment system LEGAL DESCRIPTION That part of the West Half (W 2) of Section Nineteen (19) , in Township Two (2) North, of Range Sixty-seven (67) , West of the 6th P .M. , Weld County, Colorado, more particularly described as follows, to-wit: Beginning at the Southwest corner of said Section Nineteen (19) , thence South 89° 09 ' East along the South line of said Section 106 . 7 feet, thence North 0° 16 ' 30" East 2, 679. 6 feet; thence South 60° 30 ' 15" East 83 feet, more or less, to a point on the East boundary of the Union Pacific Railroad right-of-way, which point is the true point of beginning, thence running South 0° 09 ' 45" West 724 feet along said East boundary of the Union Pacific Railroad right-of-way; thence South 60° 30 ' 15" East 17. 73 feet; thence North 0° 09 ' 45" East 724 feet; thence South 60° 30 ' 15" East 820 feet; thence South 30°07 ' 45" West 410 feet: thence South 60°30' 15" East 15 feet; thence North 30°07 ' 45" East 410 feet; thence North 29°29 ' 45" East 500 feet; thence North 60°30 ' 15" West 932 feet; thence South 35°05 ' 15" West 317 . 76 feet, more or less, to the East boundary of the Union Pacific Railroad right-of-way; thence South 0°09 ' 45" West 210. 42 feet, more or less, along the East boundary of the Union Pacific Railroad right-of-way to said true point of beginning, containing 11. 11 acres, more or less; as recorded by the County Clerk; Book 14.59 , Reception No. 1237654 on September 10, 1958 . A tract of land located in the W 2 of Section 19 , T. lid. , R. 67W. of the Gth P.m. , being none particularly described as follows : Commencing at the SW Corner of said Section 19, Thence S. 89°09 E. along the S. line of said Section 19 , 106. 7 feet; Thence N. 0°16 ' 30"E. , 2679. 6 feet; Thence S. 60°30 ' 15" E. , 88. 0 feet to a point on the East Right-of-Way line of the Union Pacific Railroad, Thence N. 00°09 ' 45"E. along said East Right-of-Way line a distance of 210. 42 feet to the True Point of Beginning; Thence continuing N. 00°09 ' 45" E. along said East Right-of-Way line a distance of 648. 44 feet; Thence leaving said East Right-of-Way line, N. 50°40 ' 42" E. , 401. 33 feet; Thence S. 54°07 ' 32" E. , 101. 35 feet; Thence S. 37°50 ' 33" E. , 469 . 00 feet; Thence S. 60°30 ' 15" E. , 525. 86 feet; Thence S. 02°00 ' 15" E. , 132 . 53 feet; Thence S. 29°29 ' 45" V7. , 313. 0 feet to the existing East Corner of Weld County Tri-Area Sanitation District pronerty; Thence along the outer boundary of said property by the following courses and distances; North 60°30 ' 15"W. , 924. 98 feet; South 35°05 ' 15" W. , 318. 07 feet to the True Point of Beginning. Said tract of land contains 14. 22 acres as recorded by the County Clerk in Book 595, Rec. No. 1517031 on May 31, 1968 . Total acreage = 25. 33 Acres. THE BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND- RECORDER AND CLERK TO THE BOARD BY: Jeannette Ordway, Deputy DATED: May 19, 1980 PUBLISHED: May 22 , and June 12 ,1930 in the Johnstown Breeze AFFIDAVIT OF PUBLICATION LONGMONT DAILY TIMES-CALL State of Colorado ) ss . County of Boulder ) I Dennis E. Harry , do solemnly swear that the LONGMONT DAILY TIMES-CALL is a NOTICE Pursuant to the zoning laws of the State daily printed, in whole or in part, and published in of Colorado and the Weld County Zoning newspaper er P P Resolution a public hearing will be held the City of Longmont, County of Boulder, State of Colorado, in the Chambers of the Board of County Commissioners of Weld County, Col and which has general circulation therein and in parts of Boulder orado, Weld County Centennial Center, b 915 10th Street Greeley Colorado,at the and Weld Counties; that said newspaper has been continuously time specified All persons in any man ner interested in tee SW'cial J>c Permrt and uninterruptedly published for a period of more than six months are requested to attend and may be next prior to the first publication of the annexed legal notice I BE IT ALSO KNOWN that the text and maps so certified by the Weld County of advertisement, that said newspaper has been admitted to the Planning Commission may be examined in the office of the Clerk to the Board of United States mails as second-class matter under the provisions county Commissioners, located m the Weld County Centennial Center,91510th of the Act of March 3, 1879, or any amendments thereof, and Street,Third Floor,Greeley,Colorado DOCKET NO 8037 APPLICANT Tri Area San, that said newspaper is a daily newspaper duly qualified for publishing aP o Boo tr213 Frederick,CO80530 - legal notices and advertisements within the meanin of the laws g DATE Jane 25,1980 of the State of Colorado, that copies of each number of said TIME 2 00 P M P REQUEST Special Use Permit — Ex I newspaper, in which said notice or advertisement was published, pansion of existing wastewater treat ment system - were transmitted by mail or carrier to each of the subscribers LEGAL DESCRIPTION Adjacent to the north edge of the Town of of said newspaper, according to the accustomed mode of business Firestone THE BOARD OF in this office. CWEOUN LD COUNTYTY MISSIONERS COLORADO By MARYANN FEUERSTEIN That the annexed legal notice or advertisement was published COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY Jeannette Ordway,Deputy in the regular and entire editions of said daily newspaper once YAM DATED May 19,1980 Published in the Daily Times Call,Long men',Colo,June 18,1980 >wei4KXd4xim oyxMRX3(c.ID ISeXcCfor the period of 1 consecutive insertions; and that the first publication of said notice was in the issue of said newspaper dated June 18 j 19 80 , and that the last publication of said notice was in the issue of said newspaper dated June 18 , 19 80 In witness whereof I have hereunto set my hand this 18th day of June 19 80 agAret„,,j,,,, E G� • Business Manager Subscribed and sworn to before me this 18th day of June , 19 . 80 My Commission Expires . ... / 79 i // Notary�ublic FEE $ 11.30 1-1300-02 z O U U o b w o ii a �L) ;1.4H © E O II ago LD a „„tz it A o w Q,, li r i,t Lk_ . i I Al ! FLOW SHEET •11 APPLICANT: 1'C�- ��'e0.. a:LK �'�ic ��c�;�4 CASE # S1e � y3 � : 14: II ..EQULST: �EXq r p c IX STS Q,C rtalvv,4yk ^T T - - LEGAL: � ��Z S�C�-i e.. 1 .� �R(01 W LOCATION: M p_cerc} #0 - \\ock\N DATE I BY Application Received 4-at-&0 �T Application Fee - Receipt # kWb'a (A-a.a Recording Fee M(0 L1 - 2 "c1-%-o Application Complete C\ -3` 2- "%-o $\ P.C. Hearing Date: MtL.AA14 fIp \g$v "'ZI arb VT Letter to Applicant Drafted ' % Referrals Listed — Li- at - N� Field Check by D.P.S . Staff File Assembled LF-z 3 -53 U , Referrals Mailed 4 - 13 - '60 J Chaindexed 11 Za 1 �A Notification of Applicant - 2.3 `e.)C_) � t -Surrounding Property Owners Researched 9- g,/, �r Airphoto/Vicinity Map ,Preapred Property Owners Notified by: Ma_4N I9%D 5'-1 _%D Agendas Mailed by: J , b, %.9% O Legal Approved by County Attorney s- s_ T b°O. Referrals - Complete , 5- (-iso vit Preliminary D.P.S. Staff Comments —C2) - Z V Staff Conference 5- S-V3 UT D.P.S. Comments & -1 (040 UT P.C. Hearing Action':. �'' �b V P.C. Resolution 5- - - e•Cn. Case Sent to Clerk to Board / p1 C.C. Hearing (� / ,1 Action : �2,' '(er ?' lA(`) ( ., '• C.C. Resolution Received 1 - 1 - co History Card Complete so 8 ug80 Cat..0 C.C. Resolution Sent to Drafting Drafted on Mylar cf/7' /8® Document Sent to Clerk and Recorder SP 8 1980 &(( P.C. Minutes T� Gout Y'( SPECIAL USE PERMIT APPLICATION ��`�` . R, MAR 180 ��- Weld County Department of Planning Services RECEIVED 91 5 - 10th Street Clet1 County Greeley , Colorado 80631 co Flanning Corniss"ton \.))/ PHONE : 356-4000 Ext . 404 .9A, �ti4 FOR PLANNING DEPARTMENT USE ONLY : Permit Fee : i LI o o Case Number : 5u,A) Recording Fee : or- 0 , t�(so App . Checked by : Vx , Receipt No . : TO BE COMPLETED BY APPLICANT IN ACCORDANCE WITH PROCEDURAL GUIDE REQUIRE- MENTS : Print or type only , except for necessary signatures . I , (we ) the undersigned , hereby request a hearing before the Weld County Planning Commission concerning a proposed Special Use Permit for the following described unincorporated area of Weld County : LEGAL DESCRIPTION of contiguous property owned upon which Special Use Permit is proposed : Situate in the West 1 of Section 19, Township 2N, Range 67 West, Weld County, about z mile North of the Town of Firestone, Colorado. The exact property is described as recorded with the County Clerk; Book 1459, page 399 and Book 595, Reception Number 1517031 ccndem- nation recorded May 31, 1968, comprising 24.86 acres. It is known as the Wastewater Treatment pond site for the Weld County Tri-Area Sanitation District. Attachments to the Application: 1. Vicinity Map and Plot Plan (24" x 36' Sheet) (includes boundary survey data and county certification) 2. Project Narrative Description 3. Petition supporting the Special Use Permit 4. 201 Facilities Planning Study, March 1977 (Three Volumes including Addendum of December 1977) (not included) STREET LOCATION : ZONE : Q PROPOSED USE : Improvement of Wastewater Treatment ponds REASON : FEE OWNERS OF AREA PROPOSED FOR SPECIAL USE : NAME : Weld County Tri Area San. ADDRESS : P. O. Box 213 TEL : 833-2428 NAME : Dist. ADDRESS : Frederick, CO 80530 TEL : NAME : ADDRESS : TEL : I hereby depose and state under the penalties of perjury that all state- ments , proposals and/or plans submitted with or contained within this applica .ion are true and correct to the best of my knowledge . COUNTY OF WELD ) / STATE OF COLORADO ) (�� O c/'�"' l i�o"rgsdon. Pres. Signature : —Owner 'or Authorized Agent Subscribed ans sworn to before me this / 2— day of9,?4,., )( , 19E-U SEAL Notary Pu is ,41 My commission expires : _3/ / 2/ 8- 3 /77'' Attachment No. 2 Weld County Dept. of Planning Services February 18, 1980 Project Narrative Description The project entitled "Upgrading of Existing Ponds" consists of deepening the existing three cell aerated pond system to conform to design criteria of the Colorado Department of Health and to detailed criteria. The upgrading also includes addition of more aeration capacity, flow measuring, chlorination equipment, and other improvements including beautification. The work probably will include security improvements. Deepening operations include excavation and on-site disposal of approxi- mately 40,000 cubic yards of unclassified material. Other earth work will include major piping improvements, contouring, landscaping, service road work and work to prevent erosion. The domestic water supply for the Town of Frederick at Fireston Lake is located 0.2 miles southwest of the treatment site. Throughout the past decades, the treatment facility has not had any known effect on this water supply. No future effects are anticipated. With regard to w4ttgr wells, ample information is available in the Environmental Analysis. J Improvements to the treatment ponds will take place on property now owned by the District and no new ponds will be built. Although renovation, improved performance and some increased capacity will result, the project is not considered a major expansion which will alter the overall scope of the existing operation. The portion of the project entitled "Interceptor Sewer Improvements" in- volves the upgrading of the existing collection system. Two major trunk lines now exist. One has reached capacity mainly due to heavy loadings on its upper end. The 2.5 miles of new interceptor will change the col- lection pattern allowing room for expansion at the same time as it re- lieves overloading conditions in several portions of the system. The proposed alignment given in Figure V-4 of the "201" study (Reference [1]) [1]201 Facilities Planning Study, Wastewater System Improvements for Weld County Tri-Area Sanitation District (in two volumes) , M & I, Inc. , March 1977, and Addendum, M & I, Inc. , December 7, 1977. [2]Ibid; Environmental Analysis, Volume 2 of 2, March 1977. Attachment No. 2 Weld County Dept. of Planning Services February 18, 1980 Page 2 is now being re-examined in favor of an alignment down the east side of the railroad right-of-way. This is due to the fact that since release of the "201" study, all major streets in the vicinity have been paved. Cost and disruption of the former alignment would be substantially increased. Pipelines are sized one size (3 inches) larger than required to serve the design population at peak flow conditions. This is done for two reasons. First, increase of one pipesize represents a relatively small overall increase in cost because manhole size and pipe labor cost are essentially unchanged. This can be considered a very good investment for the expenditure in today's dollars. Second, a close look at population densities in many areas of the central system where the pipe- line is located show undeveloped properties very near the pipeline route. Due to the unpredictability of development activity, some reserve capacity for unforeseen increasing density is essential because reaching these areas with other future interceptors would probably prove economically and techni- cally unfeasible even if the costs were born by the developers of the properties. The forecasted cost for the entire project is $1,091,200 (USEPA Step 3; January 1980 dollars). It will take about six months to complete and may start as soon as September 1980. Of the approximately $270,000 to be funded by the District, about one-half is currently on hand. With popu- lation figures as projected, the other one-half can be funded at 7.5 per- cent for twenty years within the present rate structure. Operations and maintenance costs will increase due to increased energy loads, expendi- tures for chemicals and increased manpower requirements. Service charges may rise in 1981 due to inflation but the whole service charge system is currently under review based upon Federal and State requirements. Changes to the rate structure, if any, should be determined before construction begins. Concerning reactions of adjacent property owners, F. Zadel, owner of the remainder of Section 19 has written EPA in support of the project. The Town of Firestone has also officially responded favorably. Design Date Population in 1996 8220 Flow 0.76 MGD Disinfection Chlorination Discharge to unnamed ditch tributory to St. Vrain Creek Attachment No. 2 Weld County Dept. of Planning Services February 18, 1980 Page 3 Soil Survey Characteristics Soil characteristics of the area and of the site are covered in great detail in the Environmental Analysis [2]. Soils will not be affected since improvements for the wastewater ponds will take place in the existing properties. Structures One above—grade structure will be built on the site to add to the existing one. It will be called an Operation Building and house chlorination, electrical and office equipment. It is not meant for full time occupancy. Attachment No. 2 (Addendum) Weld County Department of Planning Services April 18, 1980 Page 9 Personnel and Hours of Operation The facility is requiring two part-time operators. Manhours on the site are estimated to be about 14 hours per week. Aeration equipment will be automatically cycled by time clocks and two units will operate simultaneously. , Maintenance operations will include weed control with tractor and equipment repair. Night equipment repair is not anticipated. Landscaping and Site Security Fencing A new 6' chain link fence is called for in the project. There will be two gates, both locked when no operator is on the site. Inside the perimeter fence, landscaping and native grasses are called for. Fifty-eight trees including spruce, pine, ash, fir and maple are called for to interrupt the flat skyline and improve site appearance. Some berming is also called for to vary the terrain. All landscaping is selected for appearance with low maintenance requirements. LEGAL DESCRIPTION That part of the Wiest Half (W 1/2) of Section Nineteen (19), in Dr 'cwmsnip -.to ;2; North, of =arse Sixty-seven (67), west of tne 5th °.M., (/n/ weld County, Colorado, more particularly describea as `allows, to-wit: 6 Ee_ rn•nc at :ne So.,t^went :ormer of said Section Nineteen ;'9), thence So th 55- 39' East along t e So.,tn 'ine of said Section 106.7 feet, S '� thence North 0° 16' 30" East 2,679.5 feet, thence South 60° 30' 15" East SS feet, ,ore or less, to a point on the East boundary of the Union Pacific Railroad right-of-way, wricn point is the true point of beginning, thence running South 0° 09' 45" west 724 `eet along said East boundary of the Union pacif•c Railroad ri gnt-o`-way, thence South 50° 30' 15" East 17.78 feet; thence North 0° 09' 45" East 724 =eat, thence South 60° 30' 15" East 520 feet; thence South 30° 07' 45" 4est 410 feet, thence Soutn 60° 3C' 15" East 15 feet; thence North 30° 07' 45" East 41C feet, thence North 29° 29' 45" East 500 feet; thence North 60° 30' 15" west 932 feet, thence Soutn 35° 05' 15" West 317 76 feet, more or less, to tne East :cunoary of the Jnion Pacific Railroad rignt-of-way, thence South 0° 09' 45" west 210.42 'eet, more or less, along the East boundary of the Union Pacific aEWER E MI-I. Railroad r•ar.t-of-way to said true point of beginning, containing 11.11 acres, -ore or less; as recorded by the Lounty Clerk; Book 1455, Reception No. '237654 on September 10, 1958. SECURITY FENCE A tract of land located in the W 1/2 of Section 19, T. 2N., R. 67W. of the 6th P.M., being more particularly described as follows: rl LANDSCAPE PLANTINGS , A Commencing at the SW Corner of said Section 19, Thence S. 89° 09 E. Q M U R LINE along the S. line of said Section 19, 106.7 feet; Thence N. 0° 16' 30" E., 777 2679.6 feet; Thence S. 60° 30' 15" E , 88 3 feet to a point on the East i.. Right-of-Way line of the Union Pacific Railroaa, Thence N. 00° 09' 45" E. 5/ along said East Right-of-Way line a distance of 210.42 feet to the True Point of Beginning; Thence continuing N. 00° 09' 45" E. along said East Right-of-Way line a distance of 648.44 feet; Thence leaving said East Rignt-of-Way line, N. 50° 40' 42" E., 401.33 feet; 'hence S. 54° 07' 32" E., 101.35 feet; Thence S. 37° 50' 33" E., 469.00 feet; Thence S. 60° 30' 15" E., 525.86 feet; Thence S. 02° 00' 15" E., 132.53 feet; Thence 5. 29° 29" 45" W., 318.0 feet to the existing East Corner of Weld County Tri-Area Sanitation District property; Tnence along the outer boundary of said property by the £N LE following courses and distances: North 60° 30' 15" W., 924.98 feet; South SEER 35° 05' 15" W., 318.07 feet to the True Point of Beginning. Said tract of land contains 14.22 acres as reco'dea by the County Clerk in Book 595, Rec. No. 1517031 on May 31, 1968. TOTAL ACREAGE = 25.33 ACRES \ 56O" 3O' 15" E. 525.86 __ _ ,- — O OcD Gi OG 63 ---- - 0 `6_ \ ter, � - � , sue' EXST- TOE OF SLOPE ' OI II (J 0ExST INLET I I /STRUCTURE dl/ I I ` ' I \ • M i \ �...4 :cx w�'EF i�:ra_E CELL NO. 3 \ — °' 1. al 9 \. I / ` I ` / �. REFERRAL LI S=' . o C T Tri-Area Sanitation Di atric __- E CASE r SUP-421:80:11 u REFERRALS SENT OUT 0?1: April 23, 1980 CREFERRALS TO BE RECEIVED BY: May 7, 1980 U U Q a � N � o U o c REFERRALS RECEIVED 1. County Attorney 2. County Health 3. County Engineer - 4. Longmont Soil Conservation Service 1228 Main St. Longmont, Colorado 80501 5. Tri-Area Planning Commission c/o Debbie Smaller ?.0. Box 363 Frederick, Colorado 80530 6. Colorado Geological Survey 1313 Sherman St. Room 703 Denver, Colorado 80203 7. Maureen Dudley Water Quality Control Colorado Department of Health 4210 East 11th Ave. Denver, Colorado 80220 8. Frederick Fire Protection District c/o Sherry Vidaurri Frederick, Colorado 80530 9. Don Billings Planning Commission Member 12030 Weld County Road 36 Platteville, Colorado 80651 i�\ice / ., •—i{' DEPARTVENT OF PLANNING SERVICES riod SCSI\ i> �, PHONE (303)356-4000 EXT.404 915 10TH STREE? GREELEY,COLORADO 80631 ;no CASE NUMBER SUP-421:80:11 • COLORADO D O April 23, 1980 .l� REFERRAL TO WHOM IT MAY CONCERN: Enclosed is an application from Tri-Area Sanitation District for an expansion of existing wastewater treatment system The parcel of land is described as Part of the Wz Section 19, T2N, R67W of the 6th P.M., Weld County, Colorado The location of the parcel of land for which this application has been submitted is Adjacent to the north edge of the town of Firestone This application is submitted to your office for review and recommenda- tions. Any comments or recommendations you consider relevant to this request would be appreciated. Your prompt reply will help to facili- tate the processing of the proposal and will ensure prompt considera- tion of your recommendations. If a response from your office is not received within 21 days of mailing from our office, it may be in- terpreted to mean approval by your office. If you are unable to respond within 21 days (but wish to do so at a later date) please notify our office to that effect. Check the appropriate boxes below and return to our address listed above. Please reply by May 7, 1980 so that we may give full consideration to your recommendation. Thank you very much for your help and cooperation in this matter. 1. We have reviewed the proposal and find no conflicts with our interests. 2. A formal recommendation is under consideration and will be submitted to you prior to 3 . Please refer to the enclosed letter. Signed Ag- • Cn .nee c Date 4-24- So u • 1 MAIEC ,, APR 2 3 1980 Assistant Zoning A ministrator rjg WELD COUNTY () 4/23/80 Engineering Department e-- DEPARTMENT OF PLANNING SERVICE PHONE (303)356-4000 EXT.40 915 10TH STREE GREELEY,COLORADO 8063 CASE NUMBER SUP-421:80:11 • COLORADODc; April 23, 1980 REFERRAL TO WHOM IT MAY CONCERN: Enclosed is an application from Tri-Area Sanitation District for an expansion of existing wastewater treatment system The parcel of land is described as Part of the WZ Section 19, T2N, R67W of the 6th P.M. , Weld County, Colorado The location of the parcel of land for which this application has been submitted is Adjacent to the north edge of the town of Firestone This application is submitted to your office for review and recommenda- tions. Any comments or recommendations you consider relevant to this request would be appreciated. Your prompt reply will help to facili- tate the processing of the proposal and will ensure prompt considera- tion of your recommendations. If a response from your office is not received within 21 days of mailing from our office, it may be in- terpreted to mean approval by your office. If you are unable to respond within 21 days (but wish to do so at a later date) please notify our office to that effect. Check the appropriate boxes below and return to our address listed above. Please reply by May 7, 1980 so that we may give full consideration to your recommendation. Thank you very much for your help and cooperation in this matter. 1. X We have reviewed the proposal and find no conflicts with our interests. 2. A formal recommendation is under consideration and will be submitted to you prior to 3. Please refer to the enclosed letter. Signed Agency Ltka ,fkVq Date /q,g ?d 0 Assistant Zoning A ministrator �. rjg 4/23/80 D DEPARTMENT OF PLANNING SERVICES RECEIVE PHONE 1303)356-4000 EXT 404 APR2 ! ISIE0 915 10TH STREET �k GREELEY,COLORADO 8063) r \WATER, �'1 1. e� 6 1 0 9 SE NUMBER suP-421:80:11 • ^c Apr 23, 1980 COLORADO m�s REFER . RECENVE �CCa VJl�� Jl� TO WHOM IT MAY CONCERN: 1` ,• Enclosed is an application from Tri-Area Vatitf Lion District for an expansion of existing wastewater treatment system The parcel of land is described as Part of the Wz Section 19, T2N, R67W of the 6th P.M. , Weld County, Colorado The location of the parcel of land for which this application has been submitted is Adjacent to the north edge of the town of Firestone This application is submitted to your office for review and recommenda- tions. Any counnents or recouiuiendations you consider relevant to this request would be appreciated. Your prompt reply will help to facili- tate the processing of the proposal and will ensure prompt considera- tion of your recouiuiendations. If a response from your office is not received within 21 days of mailing from our office, it may be in- terpreted to mean approval by your office. If you are unable to respond within 21 days (but wish to do so at a later date) please notify our office to that effect. Check the appropriate boxes below and return to our address listed above. Please reply by May 7, 1980 so that we may give full consideration to your recou,u►endation. Thank you very much for your help and cooperation in this matter. 1. X We have reviewed the proposal and find no conflicts with our interests. 2. A formal recommendation is under consideration and will be submitted to you prior to 3. Please refer to the enclosed letter. / II "f Signed „„1,r /(1,�J4, Agency >>a . Date cl-k/Sc' Assistant Zoning gA3ministrator rjg 4/23/80 April ,22, 1980 Mr. Steven 0. Ellis Colorado Clearinghouse Colorado Division of Planning Rm. 320, 1313 S';erman Street Denver, CO 00203 Dear Mr. Ellis: #410-302C(.1-019 %4 L'l C0'!';TY TPi AREA SA"ITATI0'l DISTRICT 11e have reviewed the ap�,lication for !°'aste-Mater s 'st?r: iriprovei;tent and the soils and fo'.n''ati:n investi ration for the Eraderic<-Firestone area. The Eipire Laboratories, Inc. report gives a J3odi evaluation of the geologic conditions that may i"loact t? pr -� e e �ie t d na �--rr:e y m� ? r _ o Dos � ..r_a _n ponds � �~l�- _.pt�.r 1��i-s. � r c�--i_rd that their 7�C� ' A:?Jns C: 1�? "' t; . ,a 1 of - riti'1i ,..�3Va ?ns ; r' �c�i�o soils, a�a storage of slLi ' r, ci,;,1 r fol1o'.ied We also suggest, as a possible measure to alleviate damage from the subsidence hazard in this area, that flexible joints and/or shortened pipe lengths be used. If the intercepter lines and treatment ponds are properly designed and engineered to accommodate ground subsidence, we have no objection to approval of this application. It should be pointed out that the installation of this facility nay foster growth in several subsidence prone areas. We cannot recommend approval of home and business building projects over abandoned mines until the proper mitigating measures have been proposed. Sincerely, Jul i a E. Turney Engineering Geologist L___JET)gp cc: John R. Clark y Longmont Soil Conservation District A ^ 1228 Main Street ^ �' Longmont, Colorado 80501 � -�� F 'CE11@VED Ccnij F1sr-"73 ec7rZ 1 v' May 5, 1980 r? \�, Ms. Vickie Traxler, Assistant Zoning Administrator Weld County Department of Planning Services 915 10th Street Greeley, CO 80631 Re: Case Number SUP-421 :80:11 Tri Area Sanitation District Dear Vickie: Our staff has reviewed the above application and make the following comments: 1 . The on-site soils report is much more detailed than that done by the Soil Conservation Service and seems to be quite complete. The recommendations follow sound soil engineering practices. 2. An irrigation lateral from the Sullivan Ditch traverses the eastern boundary of the existing ponds, and while no mention is made of this ditch, we can only hope that pro- visions will be made to protect the existing easements and no detrimental effects to the water users down the ditch will result. 3. The project is compatible with existing land uses and we find no real conflict with our interests. Sincerely, 4.49 rs Leo Berger President LB: rah CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT C — 'P om/ �O N RICHARD O. LAMM * �� ' * JOHN W. ROLD GOVERNOR l",a • 'f Director 18'16 COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING-1313 SHERMAN STREET " 4,5 6%cst'-\ DENVER,COLORADO 80203 PHONE (303)839-2611 ;fie 4 `•9 ' 1980 1980 May 2, 1980 RECE V�D 1<-1/41 Vie.tll f cui �t � Pkagnig COQ <` j j Ms. Vickie Traxler Weld Department of Planning Services 915 10th Street Greeley, Colorado 80631 Dear Ms. Traxler: RE: TRI AREA SANITATION DISTRICT, WELD COUNTY Enclosed is our review of waste water treatment expansion. This letter was written as part of A-95 review process. If we can be of further help, please contact us. Sincerely, Julie E. Turney Engineering Geologist JET/gp Enclosure GEOLOGY STORY OF THE PAST . . . KEY TO THE FUTURE lot •fC+, � � ( ror. ;d (� (IIAY �l 15.,u r i-_ P:�.-.,..�r : A`.1 STATE OF COLORADO) IN T.. DISTRICT COURT ) ss COL Y OF WELD ) DIV. ci NO. 1S381 THE WELD COUNTY TRI-AREA ) CD ) SANITATION DISTRICT, ) t';'1 ) 111. Petitioner, ) .01 ) VS. ) RULE AND ORDER ) ELIZABETH IOVAC and ) ) Francis N. Loustalet, ) Treasurer of Weld County, ) Respondents. ) THIS HATTER coming on to be heard this day upon the Com- missioners ' Certificate of Ascertainment filed heroin on the :, day of ft) r? ! , 194 cf , which Commission was duly appointed to determine the compensation to be allowed the respondents herein; and it appearing to the Court from the records and files herein that the respondent Elizabeth Novae is the record owner of the interest in the property here- in sought to be taken and that there are no other persons interested, of record or otherwise, therein; The Court finds that it has jurisdiction herein; that service has been made upon the interacted parties as required by law; and that the Commission, after hearing the proofs and allegations of the parties, and after viewing the premises did find and determine in ac,- anee with Chapter 50, Article 1, Section 18, Colorado Revised Statutes, 1963 : 1. The accurate description of the property taken. 2 . The value of the land or property actually taken to be $ 3 . The damage, if any, to the residue of c«id land or property to be $ f + TJ / 4, The amount and value of the benefit to ba $ &,_r . The Court further finds that tIo Petitioner has hereto- fore deposited with the Clerk of this Court the sum of $ 4 %`t Li , which sum represents the amount of the award in the sum of $ ? C , t) --- --- .. allowable costs in the sum of $ I (' (-I and interest on the award in the sum of $ ' 'IC , and therefore, it is ORDERED, ADJUDGED and DECREED that the property situated in the County of [;eld, State of Colorado, to-wit : An undivided one-thirty second (1/32nd) interest in and to a tract of land located in the W% of Section 19, T. 2N. , R. 67W. of the 6tTrl P.t . , being more particularly described as follows : Commencing at the ST1 Corner of said Section 19; Thence S. 89°09 E. along the S. line of said Section 19, 106. 7 feet; Thence N. 0°16 ' 30" E. , 2679.6 feet; Thence S. 60°30 ' 15 " E. , 88. 0 feet to a point on -the East Right-of- Way line of the Un_'or, Pacific Railroad; Thence 17. 00°09 '45" E. along said East Right-of-Way line a distance of 210.42 feet to the True Point of Beginning; Thence continuing N. 00°09 '45 E. along said East Right-of-Way line a distance of 648.44 feet ; Thence leaving said East Right-of-Way line, N. 50°40 '42 ' E. , 401. 33 feet ; Thence S. 54°07 ' 32" E. , 101. 35 feet; Thence S. 37°50 ' 33 ' E. , 469. 00 feet ; Thence S. 60°30 ' 15" E. , 525.86 feet ; Thence S. 02°00 ' 15" E. , 132 . 53 feet; Thence S. 29°29 ' 45 ' W. , 313. 0 feet to the e):isting East Corner of the Weld County Tri-7\re.a Sanitation District property; Thence along the outer boundary of s-,ad property by the following courses and distances ; North 60°30 ' 15 ' W. , 924. 98 feet ; South 35°05 ' 15" 318. 07 feet to the True Point of Beginning. Said tract of land contains 14. 22 acres . L-rcepting therefrom all minorals including coal, oil and gas together with dll rights and interes`e therein and excepting c-nd reserv- ing to the grantors all water and ditch rights apper wining to or used in connection with said lands; has been duly and lawfully tuken by the Petitioner pursuant to the Statutes and Constitution of the State of Colorado; that the interests of the Fes;pondents in said property hove been .icquired by the Petitioner and the title to said property, together with all appurtenances thereunto belonging, is hereby -2- Boot 1517032 595 , 3 vested in the Petitioner for the use and purposes specified in the Petition in Condemnation herein, and 'IT IS FURTHER ORDERED that a certified copy of this Rule and Order be recorded and indexed in the office of the Clerk and Recorder of Weld County, Colorado, in like manner and with like effect as if it were a deed of conveyance from the Owners di,d parties interested to the Petitioner herein. Dated this "S 1 — day of 0l � i ! , 19 C BY THE COUR ' DISTRICT JUDGE kt• /49 g L.Q.rtitted to+b�."& •m;cu ott P � a Fr Dey of th ��., t� c• �'Y S it� (�. Ci .� 10 -tl ld1 i _1 ccS • • • • —3— SAP 0 1956 BOCK r .-r-1 FALT 399 Recorded at)—� .o'clo M. _--t 6-Reception No,x, ' 5 _ -, __, Recorder. • Know all Men by these Presents, That GEORGE ZADEL and ELIZABETH ZADEL of the County of Weld , and State of Colorado, for the consideration of Ten dollars and other good and valuable considerations----W94 in hand paid, hereby sell and convey to The WELD COUNTY TRI-AREA SANITATION DISTRICT of the County of Weld , and State of Colorado, the following real property, situate in the County of Weld and State of Colorado, to-wit:That part of the West Half CO) of Section Nineteen (19), in Township Two (2) North, of Range Sixty-seven (67), West of the 6th P. M., Weld County, Colorado, more particularly described as follows, to-wit: Beginning at the Southwest corner of said Section Nineteen (19), thence South 89° 09' East along the South line of said Section 106.7 feet, thence North 0° 161 30" East 2,679.6 feet, thence South 60° 30' 15" East 88 feet, more or less, to a point on the East boundary of the Union Pacific Railroad right-of-way, which point is the true point of beginning, thence running South 0° 09' 45" West 724 feet along said East boundary of the Union Pacific Railroad right-of-way; thence South 60° 30' 1511 East 17.78 feet; thence North 0° 09' 45" East 724 feet; thence South 60° 30' 15" East 820 feet; thence South 30° 07' 45" West 410 feet; thence South 60° 30' 15" East 15 feet; thence North 30° 07' 45" East 410 feet; thence North 29° 29' 45" East 500 feet; thence North 60° 30' 15" West 932 feet; thence South 35° 05' 15" West 317.76 feet, more or less, to the East boundary of the Union Pacific Railroad right-of-way; thence South 0° 09' 45" West 210.42 feet, more or less, along the East boundary of the Union Pacific Railroad right-of-way to said true point of beginning, containing 11.11 acres, more or less; \\Y Also,Also, that part of the West Half (!- ) of Section Nineteen (19), in = Township Two (2) North, of Range Sixty-seven (67), West of the 6th P. M., Weld County, Colorado, described as follows, to-wit: Beginning at the Southwest corner of said Section Nineteen (19), thence South 89° 09' East along the South line of said Section Nineteen (19), to the East- boundary line of the Union Pacific Rail- road right-of-way; thence North along said right-of-way 25 feet to the true point of beginning; thence running North along said right-of-way line 1890 feet; thence Easterly at a 90° angle to said right-of-way a distance of 15 feet; thence running South and parallel to the East right-of—way line a distance of 1890 feet; ,thence Westerly at a 90° angle a distance of 15 feet, more or less, to the true point of beginning, containing 0.65 acres, more or less. with all its appurtenances, and warrant the title to the same, subject to itats3. .. 1 11. 1'1 AF.1'I: Signed and delivered this fourteenth day of April , A. D. 19 56 In the presence of Q _ ! :::::: C -e Za ' - __ _ - — Elizabeth Zadel — _ —.... --•-------. • STATE OF COLORADO,1 County of Weld. J?ss. The foregoing instrument wcs acknowledged before me this 14th day of April 19,56, by* GEORGE ZADEL and ELIZABETH ZADEL. 1.SVIT.NESS my hand and official seal. 1. `��`.• My'cotr(triission expires March 10, 1959. rc Notary Public. t' �If 1by natur31 person or persons herein insert name or names; if by persons acting in representative or official capacity or as attor- � ney-in-fact, then insert name of person as executor, attorney-in-fact or other capacity or description; if by officer of corporation, then insert name of stick officer or officers, as the president or other officers of such corporation,naming U.—Statutory Acknowledgement,Session 1927. WARRANTY DEED—Statutory Form—McVey Printery, Greeley, Colorado. • M & IInc. PETITION SUPPORTING SPECIAL USE PERMIT SR C JAN 3 0 1980 Board of County Commissioners of Weld County, Colorado Weld County Centennial Center 915 10th Street Greeley , Colorado 80631 Dear Commissioners : We , the undersigned owners of property located within 500 feet of the property described in the application submited by W"1-4 c4-"A141'`'( Ti" -Mek 5"4 9-"-r , hereby petition you to grant this request for luAs w crr 72.eaTiaer.YT Po►so Use Signature Mailing Address Description of Property -1/Lo-nhedt:ri pAs-cuze. �' o�-ne s--o .+142 e . ,Q p2/7 >s . S f ��,,�N1cu�., C. � 1/479 oAl) ( d Nord./ So w-t l' a Eo ;T ou. F/ ale �lJ4 z/ The nn,R A�rzeA St-re. . • �2 1 DEPART .SENT OF PLANNING SEC . " PHONE (303)356-4000 Ex- 434 915 10TH STREET GREELEY,COLORADO 80531 11111 April 30, 1980 INmoto COLORADO To Whom It May Concern : You are receiving a copy of this notification because your name appears as a surrounding property owner owning property within 5OO feet of the proposed use. The Weld County Planning Commission will review a request from Tri-Area Sanitation District for Expansion of Existing Wastewater Treatment System on property described as follows : Part of the W2 Section 19, T2N, R67W The location of the parcel of land for which this application has been submitted is : Adjacent to the north edge of the Town of Firestone If you have any suggestions or objections, will you kindly notify us in writing before May 10, 1980 The meeting by the Weld County Planning Commission is scheduled for May 20, 1980 This meeting will take place in the County Commissioners Hearing Room, first floor, Weld County Centennial Center, 915 1Oth Street , Greeley, Colorado, at 1 : 3O p.m. If you have any questions concerning this matter, please contact the Department of Planning Services at 356-4OOO, Ext . 4O4. Assistant Zoning Administrator rjg 4/30/80 CC: sap - 9/13/78 MAILING LIST - TRI-AREA SANITATION DISTRICT Franklin C. and Helen M. Zadel 217 1st St. Fort Lupton, Colorado 80621 Ashton W. Winter 68 Peel St. Simcoe Ontario, Canada Lower Boulder Extension Reservoir Co. Longmont, Colorado 80501 1 ,- / M.o o G�� o kj- -^yJ rt P.. Cc ! i vNa �,`a' : � , 2 /> / r/ .4, !`. /, LC; ``r, /1 (,r; �t / ? A . • /? yz?eO?�A- 7/ /F S A,,,-Cc/- �;Q ✓/Z /26-Al a/ c7 z pia sc° /z37(4- c; /i.i L)) c),/t// T-7-4,vt4'` >.1141. ,d)sr -7S /l' �/r U i1/,ee)4/ C. `J l C•lC�'✓ 71.1, 2/7 / sr O-. rj —d3Cr 2 - 2-- g / 79N)/) <. —o 3-7 s - � •cr OY' 4z- y J: -i d4 /)67.), 1 - PJ)Ai.ci, 5/,y 3'V v✓. 63 19 -6-6. ' 5✓MCor c ✓d.l.) t4- -- O 2 `� MOISTURE - DENSITY DETERMINATION Samples of representative fill materials to be placed shall be fur- nished by the contractor to the soils engineer for determination of maximum density and optimum moisture or percent of Relative Density for these materials. Tests for this determination will be made using methods conforming to requirements of ASTM D 698, ASTM D 1557, or ASTM D 2049. Copies of the results of these tests will be furnished to the contractor. These test results shall be the basis of control for all compaction effort. p t DENSITY TESTS The density and moisture content of each layer of compacted fill will be determined by the soils engineer in accordance with ASTM D 1556, ASTM D 2167, or ASTM D 2922. Any material found not to comply with the minimum specified density shall be recompacted until the required density is obtained. The results of all density tests will be furnished to both the owner and the contractor by the soils engineer. C-4 LDO DEPARTMENT OF HEALTH -ter Quality Control Division East 11th Avenue Denver, Colorado 80220 e0 APPLICATION FOR SITE APPROVAL OF CONSTRUCTION OR EXPANSION OF: X A) SEWAGE TREATMENT PLANT AND B) LIFT STATIONS HAVING OVER 20,000 GPD CAPACITY APPLICANT: Weld County Tri Area Sanitation n;s r;�� ADDRESS: P.O. Box 213, Frederick. Colo. 8 530 PHONE: 1-833-2428 Consulting Engineer's Name and Address: M & I, Inc. , Consulting Engineers 4710 South College Ave. , Fort Collins, Colo. 80525 PHONE: 1-226-2323 A. Information regarding new sewage treatment plant: 1 . Briefly describe on a separate sheet of paper the reason for locating the sewage treatment plant on this particular site. This should include, but is not necessarily limited to, a description of the present and possible development of the site location and service area. 2. Size and type of treatment facility proposed: Type Multiple Aerated Ponds GPD: 760,000 PE design Present PE (gal/day) capacity 8220 + to be served 4300 (estimated) Domestic: 100 % Industrial : -U- 3. Location of facility: Attach a map of the area which includes the following: (a) 10-mile radius: all sewage treatment plants and lift stations. (b) 5-mile radius: domestic water supply intakes. (c) 1-mile radius: habitabl-e. buildings , location of potable water wells , and an approximate indication of the topography. 4. Effluent will be discharged: unnamed ditch tributary to St. Vrain Creek (4 miles) (Watercourse) Subsurface disposal : None Land: None Evaporation: Other: None State water quality classification of receiving watercourse(s) : None 5. Will a State or Federal grant be sought to finance any portion of this project? Yes 6. What is the present zoning for the proposed service area? Urban Residential & Commercial Present zoning of site area? County Agricultural Zoning within a 1-mile radius of site? County Agricultural; Urban Residential WQ-3(rev. 1-78-40) - 1 - ti 7. What is the distance downstream from the discharge to the nearest domes ; •ti supply intake? Not Applicable t, (name and address of supply) What is the distance downstream from the discharge to the nearest other poi • of diversion Not Applicable name and address of user 8. Who has the responsibility for operating the facility? Weld County Tri Area Sanitation District 9. Who owns the land upon which the facility will be constructed? Weld County Tri Area Sanitation District Please attach copies of the document creating authority in the applicant to construct the proposed facility. 10. Estimated project cost: $1, 134,000 Who is financially responsible for the construction and operation of the facility? Weld County Tri Area Sanitation District with Federal Grant 11 . Names and addresses of all water and sanitation districts within 5 miles downstream of proposed wastewater treatment facility site. Central Weld County Water District, 105 18th, Greeley, CO (Attach a separate sheet of paper if necessary. ) 12. Is the facility in a 100 year flood plain? Partially (See No. 13) M If so, what precautions are being taken? Protection of equipment, building structures and embankments from water damage Has the flood plain been designated by the Colorado Water Conservation Board, Department of Natural Resources? as of March 20, 1980, No If so, what is that designation? 13. Please include all additional factors that might help the Water Quality Control Commission make an informed decision on your application for site approval . Remarks: #12. At present adequate data is not available to determine the 100-year flood elevation at the site since detailed studies terminate 1/2 mile south of the facility. The facility is not in the flood way, however. . WQ-3(rev. 1-78-40) - 2 - +'nfcrmation regarding lift stations : Not Applicable t . 1 . The proposed lift station when fully developed will generate the following / additional load: Population Equivalent Peak Hydraulic (MG D) to be served: 2. Is the site located in a 100 year food plain? i, If yes, on a separate sheet of paper cescribe the protective measures to be taken. 3. Where will the overflow be discharged? 4. Name and address of facility providing treatment: 5. The proposed lift station when fully developed will increase the loading of the facility to % of hydraulic and % of organic capacity. C. If the facility will be located on or adjacent to a site that is owned or managed by a Federal or State agency, send the agency a copy of this application. D. Recommendation of governmental authorities: Please address the following issues in your recommendation decision. Are the proposed facilities consistent with the comprehensive planning for the area and with other plans including the 201 , 208, 209 and 303(e) plans? If you have any further comments or questions, please call 388-6111 , Extension 378. . Recommend Recommend No Date /y Approval Disapproval Comment Signature of Representative �J thu ,-/ Lo "axe �-77v /O.-,ii,,,s-fiN LpcQl tea,er , .,ant G�Z/`/ 6 —1-4P----- 1 ar f Couunty, �Corrpr}�ssi ers (Weld County) Hea th t on ty/�( unty Health � Off er) 3 C ..L 47--it - � -72 ee,... ( t/.Jy��f>�'` / �!,tta /7/l--.,... dart.j.- l- Planning Authority Regional Planning Agency Council of Government (Larimer Weld C.O.G.) 5.1 O ... Stat Ge ogis ......Z...,„„.. Date: 7 .2.._-5-7-P0 / ,t/�i,,c-,,1 .:---.7.,,&__ Ellis Logsdon Y: Signature of A licart President of the Board District Engineer Action: Recommend Approval : Recomend Disapproval : • Date: Signature WQ-3(rev. 1/78-40) - 3 - Information regarding lift stations: Not Applicable ' 1 . The proposed lift station when fully developed will generate the following additional load: Population Equivalent • Peak Hydraulic (MGD) to be served: 2. Is the site located in a 100 year flood plain? If yes, on a separate sheet of paper describe the protective measures to be taken. 3. Where will the overflow be discharged? 4. Name and address of facility providing treatment: 5. The proposed lift station when fully developed will increase the loading of the facility to % of hydraulic and % of organic capacity. C. If the facility will be located on or adjacent to a site that is owned or managed by a Federal or State agency, send the agency a copy of this application. D. Recommendation of governmental authorities: Please address the following issues in your recommendation decision. Are the proposed facilities consistent with the comprehensive planning for the area and with other plans including the 201 , 208, 209 and 303(e) plans? If you have any further comments or questions, please call 388-6111 , Extension 378. Recommend Recommend No Date Approval Disapproval Comment Signature of Representative OR) __J?:!_____ -4, /%'/Ib .------" ,1 1 C- 7C `4KQ` Gov f eel t. (f j, ar f County o ssi ers (Weld County) 61Z-180 ( 5 ,42, .For Hey th,, t ri ty ( unty Health Off' er) <3.ZS c ._ 42 /i/ -c P,.- ( t4 11f14/t /2-t tua. ,.,•<. C rrto �., mac-mac- Planning Authority Regional Planning Agency Council of Government (Larimer Weld C.O.G.) p 4 �' Stat f _ e og i s 3/24 _____K _ ca N pu.►a N L ),..-u`c1k5nn.r1 Date: !_:,, ,"/ Go )--_,(-,(<,,,:i 4—r",_A-z Ellis Logsdon )e Signature of A lica9,f President of the Board District Engineer Action: Recommend Approval : Recommend Disapproval : • Date: Signature WQ-3(rev. 1/78-40) - 3 - `-•COLORADO DEPARTMENT OF HEALTH Water Quality Control Division 4210 East 11th Avenue Denver, Colorado 80220 S- Z$-i3O APPLICATION FOR SITE APPROVAL OF CONSTRUCTION OR EXPANSION OF: X A) SEWAGE TREATMENT PLANT AND B) LIFT STATIONS HAVING OVER 20,000 GPD CAPACITY APPLICANT: Weld County Tri Area Sanitation nistrirt ADDRESS: P.O. Box 213, Frederick. Colo. 80510 PHONE: 1-833-2428 Consulting Engineer's Name and Address: M & I, Inc. , Consulting Engineers 4710 South College Ave. , Fort Collins, Colo. 80525 PHONE: 1-226-2323 A. Information regarding new sewage treatment plant: 1. Briefly describe on a separate sheet of paper the reason for locating the sewage treatment plant on this particular site. This should include, but is not necessarily limited to, a description of the present and possible development of the site location and service area. 2. Size and type of treatment facility proposed: ° -_»_- Type Multiple •Aerated Ponds GPD: 760,000 PE design Present PE (gal/day) capacity 8220 + ,;to-be served 4300 (estimated) Domestic: 100 % Industrial: —O- 3. Location of facility: . Attach a map of the area which includes the following: (a) 10-mile radius: all sewage treatment plants and lift stations. (b) 5-mile radius: domestic water supply intakes. (c) 1-mile radius: habi,tabl-e_ buildings, location of potable water wells, and an approximate indication of the topography. • 4. Effluent will be discharged: unnamed ditch tributary to St. Vrain Creek (4 miles) (Watercourse) Subsurface disposal : None Land: None • Evaporation: Other: None State water quality classification of receiving watercourse(s) : None 5. Will a State or Federal grant besought to finance any portion of this project? Yes 6. What is the present zoning for the proposed service area? Urban Residential & Commercial Present zoning of site area? County Agricultural Zoning within a 1-mile radius of site? - County Agricultural; Urban Residential WQ-3(rev. 1-78-40) 1 - 7. What is the distance L_...istream from the discharge to Lue nearest domestic water supply intake? Not Applicable (name and address of supply) What is the distance downstream from the discharge to the nearest other point of diversion Not Applicable (name and address of user) 8. Who has the responsibility for operating the facility? Weld County Tri Area Sanitation District 9. Who owns the land upon which the facility will be constructed? Weld County Tri Area Sanitation, District Please attach copies of the document creating authority in the applicant to construct the proposed facility. 10. Estimated project cost: $1,134,000 Who is financially responsible for the construction and operation of the facility? Weld County Tri Area Sanitation District with Federal Grant 11 . Names and addresses of all water and sanitation districts within 5 miles downstream of proposed wastewater treatment facility site. Central Weld County Water- District, 105 18th, Greeley, CO • (Attach a separate sheet of paper if necessary.) 12. Is the facility in a 100 year flood plain? Partially (See No. 13) If so, what precautions are being taken? Protection of equipment, building structures and embankments from water damage Has the flood plain been designated by the Colorado Water Conservation Board, Department of Natural Resources? as of March 20, 1980, No If so, what is that designation? 13. Please include all additional factors that might help the Water Quality Control Commission make an informed decision on your application for site approval . Remarks: #12. At present adequate data is not available to determine the 100-year flood elevation at the site since detailed studies terminate 1/2 mile south of the facility. The facility is not in the flood way, however. • WQ-3(rev. 1-78-40) - 2 - B. Information regarding lif rations: Not Applicable 1 . The proposed lift station when fully developed will generate the following additional load: Population Equivalent Peak Hydraulic (MGD) to be served: 2. Is the site located in a 100.year flood plain? If yes, on a separate sheet of paper describe the protective measures to be taken. 3. Where will the overflow be discharged? 4. Name and address of facility providing treatment: 5. The proposed lift station when fully developed will increase the loading of the facility to % of hydraulic and % of organic capacity. C. If the facility will be located on or adjacent to a site that is owned or managed by / . a Federal or State agency, send the agency a copy of this application. D. Recommendation of governmental authorities: Please address the following issues in your recommendation decision. Are the proposed facilities consistent with the comprehensive planning for the area and with other plans including the 201 , 208, 209 and 303(e) plans? If you have any further comments or questions, please call 388-6111 , Extension 378. "Recommend Recommend--- No- - Date Approval Disapproval Comment Signature of Representative • Y29/n O30 / o' �S�I' - J :dal _Gwcr oat Board of County Commissioners (Weld County) Lo Hea th4ri t ( ount Health Offer 4/15/2M_ ___y___ _—_ C y/Co ty Planning Y Authorit X XX XXxx X XxXk xxkX Not plicable Regional Planning Agency , - - Council of Government (Larimer Weld C.O.G.) State Geologist 3 . � � -Date: �2 5/acs C-.�1.,:,<_,rL "7'3,,,,I,,__ Ellis Logsdon X Signature of A licarpf President of the Board District Engineer Action: Recommend Approval : Recommend Disapproval : • Date: Signature WQ-3(rev. 1/78-40) - 3 - i.— _ ii-? TRf� j...----44I ----4Saarr N� -. r ' ,� I -�� heel �! barn I yfr6 r� ' Villalt ^�� rill ° �'''� I1-s— -y050 '� 99 • 4916 1 - 1 I 15022 II el Elwelt46 rigIala�� -yr 1 am 866` I ,/� I F-• i wssrotn I I lik- a 473- _PL. 728' 1/.+4, .I." X820 t 9 i.liwil ! 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I m— '4 ' 9!°n I 1 8O03 3 \ / i~ `I :7.' t !vim . 4),..Q 1 .• $ I 2 ) • / 1 br ----:h i''' I•,=L [IQ\( ( I 29 c 09 \ *) \ I `4 . , yo 11 jo,* Itsw , o I( r i_i14, ) I,,....(77---------"--/ 7 . . p.... 7-\-\Tel-awEA l ' \ .ANITAT MN DISTRICT . 36 ! ".\ 31 • 7 u • 1l 36 i . .1.75.:re SITE ApPUcaTcot � Ai � / r . Mil IS-Bo - I Sai 1 Cs...wet a_Aiitv, 1t, 1 c or`r - tzeceEv C. o PY -i-v S3S- OZ-C-) r.ALe, . . c-o P-1 Tv c.--k..% NT o N 1Z=11=►1 REPORT OF A SOILS AND FOUNDATION •the INVESTIGATION t FOR M & I CONSULTING ENGINEERS FORT COLLINS, COLORADO PROJECT NO. 3854-79 - RE: WELD COUNTY TRI-AREA SANITATION DISTRICT FREDERICK, COLORADO • BY EMPIRE LABORATORIES, INC. 214 NORTH HOWES STREET FORT COLLINS, COLORADO - _. • 80521 ' TABLE OF CONTENTS Table of Contents i Letter of Transmittal ii Report 1 s Appendix A A-1 , \ . Test Boring Location Plan A-2 Key to Borings A-3 - 4, Log of Borings A-4 Moisture Density Curves A-7 Permeability Data A-9 Appendix B B-1 Summary of Test Results B-2 Appendix C C-1 Empire Laboratories, r■ ■ •e Branch Offices ■ r■ 1242 Bramwood Place Colorado 80501 MATERIALS AND FOUNDATION ENGINEERS Longmont, P O. Box 1135 214 No. Howes Fort Collins,Colorado 80522 (303) 776-3921 P.O.Box 429 (303)484-0359 3151 Nation Way Cheyenne,Wyoming 82001 December 5, 1979 P.O. Box 10076 (307) 632-9224 - . M & I Consulting Engineers 4710 South College Avenue Fort Collins, Colorado 80525 Attention; Mr. John R. Clark, P.E. . Gentlemen: We are pleased to submit our Report of a Soils and Foun- dation Investigation prepared for the proposed deepening of three (3) existing sewage lagoons and construction of a twenty-one (21) inch diameter interceptor line for the Weld County Tri-Area Sanitation District located between Frederick and Firestone, Colorado. Based upon our findings in the subsurface, we feel that the site is suitable for the proposed construction, providing the design criteria and recommendations set forth in this report are met. The accompanying report presents our find- ings in the subsurface and our recommendations based upon these findings. - Very truly yours, EMPIRE LABORATORIES NC. - : - . , -- Neil R errod E'�``.""';' Senior Engineering Geologist i•.<<,:: Reviewed by: j�.r P�06S 7£q�O� Chester C. Smith, P.E. a a, • President f*E3 4808 O. oN E• oN�o J• cic O0 ✓✓if, rG F GCv �.�6O RA1MO, d i MEMBER OF CONSULTING ENGINEERS COUNCIL 0 .7 REPORT OF A SOILS AND FOUNDATION INVESTIGATION SCOPE This report presents the results of a soils and foun- dation investigation prepared for the proposed improvements to the Weld County Tri-Area Sanitation District located north of Frederick and Firestone, Colorado. The investi- gation was carried out by means of test borings and labo- - ratory testing of samples obtained from these borings. The objectives of this investigation were to (1 ) determine the suitability of the site for construction purposes, (2) make recommendations regarding the design of the lagoons, and (3) make recommendations regarding the most suitable method of sealing the deepened sewage lagoons. SITE INVESTIGATION The field investigation, carried out on November 15, 1979, consisted of drilling, logging, and sampling eight (8) test borings. The locations of the test borings are shown on the Test Boring Location Plan included in Appendix A of this report. Boring logs prepared from the field logs are shown in Appendix A. These logs show soils encountered, location of sampling, and groundwater at the time of the investigation. All borings were advanced with a four-inch diameter, continuous-type, power-flight auger drill. During the drilling operations, an engineering geologist from Empire Laboratories, Inc. was present and made a continuous visual inspection of the soils encountered. SITE LOCATION AND DESCRIPTION The existing sewage lagoons that are to be renovated are located east of the Union Pacific Railroad approximately one-half (1) mile north of Firestone, Colorado. The inter- ceptor line will be located along the Union Pacific Railroad right-of-way from Frederick to the lagoon area. More par- ty ticularly, the area under investigation is located in the west h of Sections 19 and 30, Township 2 North, Range 67 West of the Sixth P.M. , Weld County, Colorado. The existing sewage lagoons are located approximately one-half (1) mile north of Firestone, Colorado. They consist of three (3) settling ponds formed by a low berm approxi- mately twelve (12) to fifteen (15) feet wide and three (3) to eight (8) feet high. A large polishing pond is located north of the lagoon settling basins. A small concrete block building is located north of the sewage lagoons and east of the settling pond. A small marshy area of poor drainage is located south of the lagoon and a fairly large lake is located east of the property. The lagoon and polishing pond areas are completely fenced and a narrow dike two (2) to three (3) feet high runs parallel to the east edge of the lagoon, south of the lagoons and is underlain by existing sewer lines which empty out into the sewage lagoons. Major drainage in the area around the existing lagoons and polishing pond is to the northwest and a small natural drainage is located along the western edge of the lagoons and polishing pond and flows in a northerly direction. The area tested for the proposed interceptor line is located on the east side of the Union Pacific Railroad right-of-way between Frederick and Firestone. This area consists of a relatively flat weed- and grass-covered area which has slight drainage in a northerly direction. Boring 7 is located west of McClure Street at the southwest corner of Firestone. Boring 8 is located along a county road at the northwest corner of Frederick. The roadway has an approximate ten (10) foot high embankment in this area of Boring 8. LABORATORY TESTS AND EXAMINATION Samples obtained from the test borings were subjected to testing and inspection in the laboratory to provide a sound basis for determining the physical properties of the soils encountered. Moisture contents, dry unit weights, unconfined compressive strengths, and the Atterberg limits were determined. Moisture density relationships and per- meability characteristics were also determined and curves showing this data are included in Appendix B. A summary of the test results is included in Appendix B. SOIL AND GROUNDWATER CONDITIONS The soil profile at the site consists of strata of materials arranged in different combinations. In order of increasing depths, they are as follows: (1) Silty Topsoil: A one (1) foot layer of silty topsoil was encountered in Boring 7. The topsoil has been penetrated by plants, roots and organic matter and should not be used as a backfill ma- terial. (2) Earth Fill Material : A two ( 2) to ten (10) foot layer of compacted earth fill was encountered in Borings 1 through 6 and 8 at the surface. The fill consists of a mixture of sandy clayey silt and silty sandy clay. It appears that the fill material has been uniformly and adequately com- pacted. (3) Sandy Clayey Silt: This stratum underlies the fill in Borings 1, 2, 4 , 5 , and 6 at depths two (2) to seven (7) feet below the surface and extends to depths eight (8) to greater than fourteen and one-half (142) feet below the surface. The silt contains minor amounts of clay, varying amounts of sand, and exhibits generally fair to good permeability characteristics in its moist to saturated natural condition. (4 ) Sandy Silty Clay: This stratum was encountered in all but Boring 6 below the topsoil, fill and upper silt stratum and extends to depths of fifteen (15) to greater than twenty-four (24 ) feet below the surface. The silty clay contains varying amounts of sand, is moderately plastic, and exhibits good permeabililty characteristics in its damp to near saturated natural condition. (5) Siltstone Bedrock: The bedrock was encountered in Boring 3 at a depth of fifteen (15) feet below the surface and extends to greater depths The upper three (3) feet of the bedrock is highly weathered; however, the underlying siltstone is firm to dense. (6) Groundwater: Free groundwater was encountered in all test borings at depths of two (2) to twenty- two (22) feet below the surface. Water levels in this area are subject to change due to seasonal variations, the level of the water in the existing sewage lagoons and polishing pond and fluctuations in the levels of the lakes adjacent to the site. RECOMMENDATIONS AND DISCUSSION It is our understanding that the three (3) sewage lagoons located at the site are going to be deepened from a depth of seven (7) feet to a depth of thirteen (13) feet. It is proposed that these ponds be placed on a 3 :1 slope. This will require removal of approximately sixty thousand (60,000) cubic yards of material and accumulated sludge. It is also proposed that this material be wasted in the marshy area south of the existing lagoons. The twenty-one (21) inch interceptor line is to be located along the railroad right-of-way between Frederick and the sewage lagoons. New piping and control structures will be placed in the existing berms at the lagoon site. Geology The proposed lagoon modification and interceptor line is located within the Colorado Piedmont section of the Great Plains physiographic province. The Colorado Piedmont, formed during Late Tertiary and Early Quaternary time (ap- proximately 65 million years ago) , is a broad, erosional trench which separates the Southern Rocky Mountains from the High Plains. Structurally, the area lies along the western flank of the Denver Basin. During the Late Mesozoic and Early Cenozoic Periods (approximately 70 million years ago) , intense tectonic activity occurred, causing the uplifting of the Front Range and the associated downwarping of the Denver Basin to the east. Relatively flat uplands and broad valleys characterize the present-day topography of the Colorado Piedmont in this region. The site is underlain by the Cretaceous Laramie Formation. Bedrock was encountered in Boring 3 at a depth of fifteen (15) feet below the surface and it is estimated that it underlies the remainder of the site somewhere between depths of twenty (20 ) to thirty (30) feet below the surface. Residual and alluvial clays and silt overlie the bedrock in the area. In view of the relatively flat nature of the site, no geologic hazards such as landslide or mud flows are antici- pated at the site. However, the area does lie within the Boulder-Weld Coal Field and portions of the site have been undermined. The McKissic Mine is located east of the ex- isting lagoon area. This mine is located approximately fifty (50) to one hundred (100) feet below the surface. The Firestone and Frederick Mines are located below the proposed , interceptor line. These mines were in operation between 1907 and 1924 and are located at depths of approximately fifty (50) to one hundred fifty ( 150) feet below the surface. A coal seam five (5) to ten (10) foot thick was mined through- out this area. Most of the pillars were removed in the McKissic Mine in the area adjacent to the existing sewage lagoon. Subsidence usually occurs soon after the pillars have been robbed. In view of this and the fact that the existing lagoons are located along the western edge of the mined-out area, the northeast corner of the easternmost lagoon overlies an area that has a low potential for sub- sidence. The remainder of the lagoon area is outside any mined areas and it is not anticipated that the majority of the lagoon areas will be subject to subsidence. The area of the inter- ceptor line is underlain by areas in which pillars have not , been removed. This constitutes a high subsidence hazard area and subsidence of this area may be anticipated. It is felt that pillars that have not been removed below this area will deteriorate over a period of time and thus cause collapse of the roof rock above. This may be reflected on the surface . in the form of subsidence and settlement. Therefore the possibility exists that the interceptor line constructed from Frederick to the existing sewage lagoons may be subject to movement and/or damage if this subsidence occurs. Sewage Lagoon Deepening It is our understanding that the existing ponds are to be deepened five (5) feet from a depth of seven (7) feet to a depth of approximately thirteen (13) feet below the top of the existing berm or to approximate elevation 4918.0. (See Log of Borings) It is our opinion that the sandy silty clays encountered at the site are suitable as an effective sealing material for the proposed lagoons. The depth of this clay material encountered in the test borings indicate that sufficient quantities of this material are available at the site to line the lagoons. It is our opinion that the sandy clayey silt encountered at the site is not a suitable material to be used for lining of the lagoons. Therefore, it is recommended that the lower sandy silty clay encountered in the study area be used to seal the proposed ponds. An evaluation of the soils encountered at the site in- dicate that sandy silty clay soil is classified as a CL soil in accordance with the Unified Classification and as an A- 6 (8) soil in accordance with the AASHTO Classification. When compacted to ninety-five percent (95%) of Standard Proctor Density ASTM D 698-70, this material has a perme- ability of .33 feet per year. In view of the physical properties of the sandy silty clay which is to be used to seal the ponds and the soil and groundwater conditions encountered at the site, it is suggested that a six (6) inch thick layer of this plastic sandy silty clay be used to line the wetted perimeter of the ponds. Lining of the ponds will • not be required in areas where the sides and bottom of the ponds are excavated into the sandy silty clay stratum. It is recommended that each pond be drained prior to construction. All topsoil, organic matter, sludge and other unsuitable material should be removed from the lagoon area. The sandy silty clay excavated from the deepening of the proposed lagoons should be stockpiled for reuse. Since the bottom of the sewage lagoons will be below existing ground- water, dewatering will be required to lower the groundwater table below the bottom of the proposed pond. After the area has been excavated and dewatered, it is recommended that all areas within the wetted perimeter of the lagoons overlain by the sandy clayey silt material be over-excavated a minimum depth of six ( 6) inches. The subgrade below this area should be scarified and recompacted at optimum moisture to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-70. (See Appendix C. ) The sides and bottom of the lagoons excavated in the sandy silty clay stratum should be scarified a minimum of six (6) inches and recompacted at optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-70. Excavated silt material should be replaced with the sandy silty clay material excavated from the pond. This material should be placed at optimum moisture and compacted to at least ninety- five percent (95%) of Standard Proctor Density ASTM D 698- 70. Since it is assumed that the sandy silty clay material used as backfill will be saturated, drying of this material will be required to insure proper compaction. It is recom- mended that the slopes of the lagoon be excavated and con- , • structed on grades no steeper than 3:1. Backfill placed around piping and control structures placed in the existing berms should consist of the sandy silty clay soil encountered at the site. This material should be compacted in uniform six (6) to eight (8) inch lifts at optimum moisture to at least ninety-eight percent ( 98%) of Standard Proctor Density ASTM D 698-70 for a minimum of two (2) feet outside all apertures and/or struc- ' tures. It should be pointed out that permeability tests results obtained in the laboratory were performed under ideal con- ditions where uniform moisture content was obtained. To obtain these results in the field, the same uniformity of moisture and compaction will be required. In the final analysis, it is our opinion that the sealing characteristics of the lagoons will be dependent primarily upon the homo- geneity of the sandy silty clay soils and uniform compaction to the required density. Storage of Sludge and Excavated Material It is our understanding that the sludge and excess ma- terial excavated from the sewage lagoon are to be placed in the existing marsh area located south of the lagoons. In order to insure that any sewage or sludge removed from the lagoons does not pollute existing groundwater or adjacent water bodies, the following recommendations are made. It is recommended that the area to be filled be drained. The upper six (6) inches of topsoil and organic matter should be removed and the upper six (6) inches of the natural subgrade below should be scarified and recompacted at optimum moisture to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-70. This should decrease the per- , _ meability of the natural soils and minimize the possibility of pollution of the groundwater below. Twenty-One Inch Interceptor Line It is recommended that the interceptor line be ex- _ cavated on slopes no steeper than 1: 1. Where the inter- ceptor line is excavated below groundwater, dewatering will be required during placement of pipe and backfilling to insure proper construction. All piping should be bedded to insure proper load distribution and eliminate breakage during the backfilling operations. It is recommended that all backfill placed in the interceptor trench in open and planted areas be compacted in uniform lifts at optimum moisture to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-70 (See Appendix C. ) the full depth of the trench. The upper four (4) feet of backfill placed in the trench under roadways and paved areas should be compacted at or near optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-70 and the lower portions of these trenches should be compacted to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-70. In general, drying of the subsoils may be required where materials excavated below the groundwater table to insure proper compaction. Backfill placement should be done under continuous obser- vation of the soils engineer. Field density tests should be taken daily in the compacted backfill under the direction of the soils engineer. GENERAL RECOMMENDATIONS ( 1) All compaction requirements specified in the project specifications should be verified in the o field with density tests performed under the supervision of the soils engineer. l (2) It is strongly recommended that the soils engineer be present during construction of the treatment facility to (1) inspect the finished subgrade of • - the lagoons prior to placement of any liner, (2) approve the lining material, and (3) test the density and materials in the facility to make certain that requirements and specifications are adhered to. (3) In view of the sulfate action exhibited in raw sewage, it is recommended that a Type II cement be used in all concrete structures exposed to raw sewage. GENERAL COMMENTS This report has been prepared to aid in the evaluation of the property and to assist the architect and/or engineer • in the design of this project. In the event that any changes in the design of the lagoons or the interceptor line or their locations are planned, the conclusions and recom- mendations contained in this report will not be considered valid unless said changes are reviewed and conclusions of this report modified or approved in writing by Empire • Laboratories, Inc. , the soils engineer of record. Every effort was made to provide comprehensive site coverage through careful locations of the test borings, while keeping the site investigation economically feasible. Variations in soil and groundwater conditions between test borings may be encountered during construction. In order to permit correlation between the reported subsurface con- ' ditions and the actual conditions encountered during con- • struction and to aid in carrying out the plans and specifi- cations as originally contemplated, it is recommended that Empire Laboratories, Inc. be retained to perform continuous construction review during the excavation and foundation phases of the work. Empire Laboratories, Inc. assumes no responsibility for compliance with the recommendations included in this report unless they have been retained to perform adequate on-site construction. review during the course of construction. APPENDIX A. TEST BORING LOCATION PLAN • • No.2. XISTI Sf.. .w1 ,..F TRL,./WTME_NT o.l140.f y F/�L' 1LITY • 1 Mo.b FIRESTONE_ _ I I " = 1OOO' ---rt UNION E__ITl R/�11—ROIL l� TYp). ! I I F FI Rc...STOIU I CJT Y LIMITS - t I 1 I • E.-V/NI.ISTON I _ I �t �iULrL.IV/�IV �ITL'�.l J 9 — I F-FIRE-ISRIC11 G!TY LI M 1 TS — EMPIRE aBbRATORIES, INC. • • KEY TO BORING LOGS , TOPSOIL • a GRAVEL • 07111111 FILL .1 .••• SAND& GRAVEL Araiouo - _ � e SILT •r.• SILTY SAND&GRAVEL rel CLAYEY SILT o COBBLES i • i. .. i • SANDY SILT •"•6'.• SAND,GRAVEL& COBBLES • CLAY WEATHERED BEDROCK SILTY CLAY __ SILTSTONE BEDROCK / SANDY CLAY CLAYSTONE BEDROCK SAND ®i SANDSTONE BEDROCK �•r, SILTY SAND IM= LIMESTONE i. NMI CLAYEY SAND Iffri3 FM GRANITE MEI SANDY SILTY CLAY SHELBY TUBE SAMPLE STANDARD PENETRATION DRIVE SAMPLER v WATER TABLE 24 Hrs. AFTER DRILLING HOLE CAVED -a- 5/12 Indicates that 5 blows of a 140 pound hammer falling 30 inches was required to penetrate 12 inches. A-3 EMPIRE LABORATORIES, INC. LOG OF BORINGS E LE_V/,T I C 1V I.lo. I i%.lo. Z fJo. 3 4930 • �� rte, �� _ 4925 � J — 6/12 ' < r 6/12 ,� 8/12 � • _.) /.. 'S'— • /. -.--, ir 4920 1/12 y. 2/12 � , 8/12 ` /� i c'S� / • • (-). y %. - . //. ./. . .:k- SIM\c''.1 A / � 0 3/12 , • 12/12 4/12 �/.: < 0 KA c�"-•. 4910 • ..?,./ . . 11/12 •f 50/81/2 9 ± 18/12 ., ;4./. • . 4905 10/12 r -' 4900 • Note: Elevations were supplied by M & I Consulting • Engineers. • A-4 EMPIRE LABORATORIES, INC. LOG OF BORINGS LLLV.. TIO,J 0.4 N..s N-10. 6 4930 /ti ...--..._1 ,��, ru O ^-� 6/12f • .l.'s A •, - 4925 6/12 -' • z . - • pl •1'2/12 -) l., 8/12.• . . .0;,)• . \ir 4920 6/12 j 4/12V/ . ..7/ ,- / II 11/12 4915 8/12 / 7/12 �. • . ... 4910_. 9/12 l 7/12 / •/ A-5 EMPIRE LABORATORIES, INC. . LOG OF BORINGS AJ !Jo. 7 klo. 8 4975 10/12 r—,.. 4970 11/12 ,—,r .-• 7r /� ,c-.)- ,2 4965 8/12 .'r i " r 4960 5/12 . . . f Q 4955 :.,:,/o://i "'. / 10/6 • 10/12 . . 4 4950 �• 11/12V 4945 "•` !Y • .j 7/12 •/ 4940 A-6 EMPIRE LABORATORIES, INC. APPENDIX B. MOISTURE DENSITY CURVE #1 LOCATION OF SAMPLE: Boring 2 3.5'-8.5' Composite Sample TEST PROCEDURE: ASTM D 698-70 MAXIMUM DRY DENSITY: 121.1#/ft3 OPTIMUM MOISTURE: 12.2% 125 u 120 ui co ' ' \ C u) E 0 115 ce 110 5 10 15 PER CENT MOISTURE • B-2 -- EMPIRE LABORATORIES, INC. • 1 MOISTURE DENSITY CURVE #2 LOCATION OF SAMPLE: Boring 5 ) 8.0'-13.5' Composite Sample TEST PROCEDURE: ASTM D 698-70 MAXIMUM DRY DENSITY: 112.4#/ft3 OPTIMUM MOISTURE:_ 14.0% Tz5A- cry) � —__d u 115 vi - . m } to Z W >- 110' 0 105 ' ' ' • • • 5 10 15 PER CENT MOISTURE • B-3 EMPIRE LABORATORIES, INC. PERMEABILITY #1 LOCATION OF SAMPLE: Bori na 2 3.5'-8.5' Composite Sample TEST PROCEDURE. Falling Head DENSITY: 113.2#/ft3 @ 93.4% of max. • PERMEABILITY: K=0.84 ft/yr 10A 8 >- 6 LI 4 2 00 10 20 30 40 50 TIME - HOURS B-4 EMPIRE LABORATORIES, INC. PERMEABILITY #2 LOCATION OF SAMPLE: Boring 5 8.0'-13.5' Composite Sample TEST PROCEDURE• Falling Head • DENSITY: 107.2#/ft3 @ 95.4% of max. . PERMEABILITY: K=0.33 ft/yr ' 160 } 12 m 1/ W 8 • 4 n +• ••• • • • • •• 00 30 60 90 120 150 TIME - HOURS B-5 • EMPIRE LABORATORIES, INC. 7 ,_., PERMEABILITY #3 i . LOCATION OF SAMPLE: Boring 6 1.5'-2.5' TEST PROCEDURE• Falling Head • DENSITY: In-place 118.4#/ft3 PERMEABILITY: K=0.27 ft/yr 100 - 80 r 60 E a I i 40 i 2 00 30 60 90 20 150 TIME - HOURS B-6 EMPIRE LABORATORIES, INC. ZLNLI S PU N N N N N N N N N N N Q Z r-1 e-1 e-I r-I r-I r-1 r--1 e--1 r-I r-1 r-1• Z61) CO e--1 Ct CO O 1.0 N Cr) r�-4 LD CO w 0 CL m . W en e. O N W 4 i... . WLL ID l-J N Cn . • . 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CO w0 am W m T J Cu, N LLI IY Q • I IL N W > tj N N Z u.l �� CC a vi 0 1 0 O 0N. C3 O O CO w IY W u x CO N. O ¢t O CO O fir- .' F'LL Z Z r•1 CJ Q LL� N I>-le0 6') ;PA �y m < _ 4N m N W ce r d to moo„\ W N Z LL. O 0 co CJ) r-4 LP) 03 C3) W V • } • [L .�-I co r�-i .�-I O O nn/ .- O0) Cr r-1 r-I .-I r-I .-I r•f`J r-I 0 i„ . IY to LC) o .-I rI C3) °3. N. N.al ch ...1ct G) o H • • cr 0 r-i r1 C J N .-1 (\I N r-I N . U) N O 0 O O Lf) LI) LI) O O LC) Lf) Lf) 0 _ U) • O Ct LI) 0) • • • O GI- LI) 0) . • . Gt L1) CJ) r-I .-I r-I r-I ct LI) 0) r-I .--I r-1 r-I N C+7 Lfl a I- I I I I I I I I I I I I I I I I I I I Lu U LC) LI) O O O O LI) LC) Lf) LC) Lf) O O LI) Cr) LI) LC) U) O 0 - CO CO CO 0) Cr) `CI' CO C+7 •c- CO CT Cr) Cr CO .-I N LI') r-I r-I r-I r-I ri .-i r-I r-I 0 Z OZ M .:2- LI7 La m • Zw O= N N N N N N N N N H z r-I I--1 r-1 r.-I .--1 r-I t-I r-I I--1 to <� \ ...... \ \ \- \ \ \ \ \ I-ti) CO .-IO •-1 1, O r-I CO L>7 O LL? r-I r-I r-I r^-1 r-1 •-'1 W 6 �Ln W to G J LI O Ln W H Q Lu W LL V Q M in till . .~.I W = in U W U) • Z CC a vi O I1 LIJ W V= 2 O �i- LL Z w < oN m QC z J cQ D W CZ EC = W t/, } Zu w U }a ce O LLL = O N. O O CO C- l0 LO M M o H ri 1.0 OO to ^ .-i r..... O1 Ol Ol ON r•-1 r-1 ri r--1 r-i .i ri LC) LO U) LO U) O • O O • O O x • • t- • • Cr • • Cr al GY N. t-I Cr al r-1 Ch Ol t--I ri N JLL U I 1 I I I MI 1 I I O O LO O O LO O O LO LO LLB l0 Cr) c'') co co co O (Y) co M ri ri .--I .—t CV 0 ye • Z l0 1- CO O m D f1 SUMMARY OF TEST RESULTS Atterberg Summary - Boring No. 1 @ 3 @ 4 @ & Depth 8.0-9.0 3.5-8.5 8.0-9.0 Liquid Limit 22.3 28.4 30.4 Plastic Limit 13.5 15.2 15.1 Plasticity Index 8.8 13.2 15.3 Passing 200 42.9 62.3 53.8 Group Index 1.6 6.7 5.8 Classification Unified SC CL CL A.A.S.H.T.0. A-4(2) A-6(7) A-6(6) R-1! SUMMARY OF TEST RESULTS Composite Sample Boring 2 @ 3.5'-8.5' Atterberg Limits Liquid Limit 27.0 Plastic Limit 14.3 Plasticity Index 12.7 Passing No. 200 Sieve 50.1 Group Index 4.2 • Classification Unified CL ----- A.A.S.H.T.O. A-6(4) Moisture Density Data Maximum Dry Density 121.1#/ft3 Optimum Moisture 12.2% • Permeability K = 0.84 ft/yr @ 93.4% of maximum dry density • SUMMARY OF TEST RESULTS Composite Sample Boring 5 @ 8.0'-13.5' Atterberg Limits Liquid Limit 31.0 Plastic Limit 13.9 • Plasticity Index 17.9 % Passing No. 200 Sieve 61.3 • Group Index 8.0 Classification Unified CL A.A.S.H.T.O. A-6(8) Moisture Density Data Maximum Dry Density 112.4#/ft3 Optimum Moisture 14.0% Permeability K = 0.33 ft/yr @ 95.4% of maximum dry density SUMMARY OF TEST RESULTS Boring 6 @ 1.5'-2.5' Atterberg Limits Liquid Limit 17.8 Plastic Limit 15.9 • Plasticity Index 1.9 • % Passing No. 200 Sieve 36.0 Group Index 0.2 Classification Unified SM 4 A.A.S.H.T.0. A-4(0) Permeability K = 0.27 ft/yr @ In-place Density 118.4#/ft3 n ,n APPENDIX C. a ' APPENDIX C Suggested Specifications for Placement of Compacted Earth Fill and/or Backfills. r e GENERAL A soils engineer shall be the owner' s representative to inspect and control all compacted fill and/or compacted backfill placed on the project. The soils engineer shall approve all earth materials prior to their use, the methods of placing, and the degree of compaction obtained. A verification of approval from the soils engineer will be required prior to the owner's final acceptance of the filling opera- tions. MATERIALS Soils used for all compacted fill beneath interior floor slabs shall be a granular, nonexpansive type. The upper 12" to 18" of compacted earth backfill placed adjacent to exterior foundation walls shall be an impervious, nonexpansive material . No material having a maximum dimension greater than six inches shall be placed in any fill . All materials proposed for use in compacted fill and/or compacted back- " fill shall be approved prior to their use by the soils engineer. PREPARATION OF SUBGRADE All topsoil , vegetation, debris, and other unsuitable material shall be removed to a depth satisfactory to the soils engineer before begin- ning preparation of the subgrade. The subgrade surface of the area to be filled shall be scarified a minimum depth of six inches, mois- • tened as necessary, and compacted in a manner specified below for the subsequent layers of fill . Fill shall not be placed on frozen or muddy ground. I- n PLACING FILL No sod, brush, frozen material , or other unsuitable material shall be placed in the fill . Distribution of material in the fill shall be such as to preclude the formation of lenses of material differing from the surrounding material . The materials shall be delivered to and spread on the fill surface in a manner which will result in a uniformly com- pacted fill . Prior to compacting, each layer shall have a maximum r thickness of eight inches, and its upper surface shall be approximately horizontal . ♦ MOISTURE CONTROL r . While being compacted, the fill material in each layer shall as nearly as practical contain the amount of moisture required for optimum com- paction or as specified, and the moisture shall be uniform throughout the fill . The contractor may be required to add necessary moisture to the fill material and to uniformly mix the water with the fill material if, in the opinion of the soils engineer, it is not possible to obtain uniform moisture content by adding water on the fill surface. If, in the opinion of the soils engineer, the material proposed for use in the compacted fill is too wet to permit adequate compaction, it shall be dried in an acceptable manner prior to placement and compaction. COMPACTION When an acceptable, uniform moisture content is obtained, each layer • shall be compacted by a method acceptable to the soils engineer and as specified in the foregoing report as determined by applicable standards. Compaction shall be performed by rolling with approved tamping rollers, pneumatic-tired rollers, three-wheel power rollers, vibratory compactors or other approved equipment well-suited to the soil being compacted. If a sheepfoot roller is used, it shall be provided with cleaner bars attached in a manner which will prevent the accumulation of material between the tamper feet. The rollers should be designed so that the effective weight can be increased. r ATTENDANCE RECOR APPLICANT : TRI-AREA SANITATIOI` -STRICT TIME : 21 __ P.M. DOCKET?! 80-37 DATE : JUNE 25, 1980 REQUEST : SUP - Expansion of existing • wastewater system NAME c5H4 CL (C ADDRESS 3C)t-t6 IVY 1 C. -t-0 1 CLL,(O5 L o Q v LV 1 - �' - I H tJ H hi t} tr H 2 I N' I 80-37 O ®Q I cf.) • <:A'_)1 F r Sete nays I ('Y-- LL ®I CV 1d,,,k1sour d1.'re c m the F ETt RN 10 spare on co v90 e� 07 _ revere W�" W �� I > o ¢ o. wn- <- 1 t CC �� '�' xl w o � o� aW� HL. 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Zadel -I f v Ie Ia1a a H 4* I m 217 1st Street Q i o c Fort Lupton, CO 80621 2 ca E 2 3 ARTICLE DESCRIPTION ' Lai"_ 42- •] eD m REGISTERED NO CERTIFIED NO INSURED NO W p� m u_ rc .0 -eu c w o W of - 333848 4y= w p a.) a } o ` o c) ` .r-I a) F m c ow c� owe m (Always obtain signature of addressee or agent) Q fU �+ R W W.2 > +-Iw C; cc zi -_ � w C) I have received the article described above V >� O ❑ w w o sc Co— •sic w U SIGNATURE v� p w j ❑ so �o =o� w m ❑ \duressee ❑ Author/a,'c, ,t O W e 0) ,--1 a C Ed D w f-='-'& out �� o, n a ro F _ cam (n {''., (I)RI •r LL V o— =o = J =o; w C O i _) LL O O 4) 1"ct ❑ 4 2 wo w`� woo �¢� d Z 4 - I l (2 "1;i-ie..< /'�_ I—. .[ z Iw wi a w N c DATE OF DELIVERY � , < CO a P w � 4 ¢ 39IA�3S b�113�3U E9�1f➢13�7 a. ig 4 m a� POSTMARK ®_ I- w sO w U < w S33@AL13S'tlEIMA° a C 24-,) ' cc (13 O o Z 5 ADDRESS (CompletcT'orry if requestedi1 �. iz _N a Oa S333�]®3 U3is LlIS®�l iifISEJ®o I- a o Z CC 9L6T'add'008P m m 33 6 UNABLE TO DELIVER BECAUSE CLERK'S •PF ti t=i- v d v0 INITIAL U 3 •rI 0 D F l m O T r GPO 1976-2 -362 C _I W G 1-1',-i rb - -- &C a-"1 cd Q e. W o x r , ® N .,- 0 >-M o zz o. r� _ CC GIs N 0 w o c oy c¢ N W �a cd w > > a at2 ' w 80-37 (� UJ N CA ❑.y, w w ozc o t--L71= uw. SL AUF k (,,n;'.'-Items I a Q O ≥ ❑ o - w p o 1d i,,n.•,�ddres,m th, RI CL RN Dial U �o �oI O' space,m CC C-3_ W a) a.r{ n0 w o& o,n owa F-' n a Q reStr`e 0 ell (/) �+ w v I g 23 =ow LL �� ? G ¢ �o wa w way o I The to,low ln,;se,',i.c ,s re.:.ested (check one) M H6 •rl 9 w a) R a w 33111U3S bd033311 E9UOY13�7 ir 0 ¢ tihnw to who Ind date deliverec _c $1 a 1- �+ w F U) ¢ a a ' Shmv to whom ,',ut and add•ess of delivery _ c W 0 z�¢ o w S3SoAF�3s�tfE9®oa�0 1 0 RFsTRI(Tf D DE LIVERY c Z p[ Si) F a a S333 U®�1�13bStl�1bS0A b�GGSE�03 f- a whom and date delivered.1 -c 9L61 add'C081 Show t RESTRICTED DELIVERY Show ro whcm daoc and address of delivery S_ ((OvSI LT POsT\fASTER FOR FEES) RIl-37 SFNI)t R Complete items 1,2,and 3 2 ARTICLE ADDRESSED TO 11d v our addrecs in the and.? TO"space on reverse Tri-Area Sanitation District m 1 The Co(low;rCServnc is rt i,ucst.C. t.heek one) m P. 0. Box 213 Shnw to whom and date d.'�Ivtrcd Frederick, CO 80530 - Show to whom _ date,and address of delivery c 33 ^ 3 ARTICLE DESCRIPTION RFSTRICTI D DELIVERY ^ REGISTERED NO CERTIFIED NO ' INSURED NO n Show to whom and date delivered -C m RESTRICTED DELIVERY 2 , 333850 m (Always obtain slgnature of addressee or agent) 7 I have received the article described above Show to whom date,and address of del;v er\ S- (CONS' LT POSTM 1 s FR FOR El I s I 7,4 SIGNAT RE ; a,,ln,s' / ‘Lit iorlec'deem s � / 2 ARTICLE ADDRESSED TO p /Zl� ❑C .a"" Ashton W. Winter 2 , i,u_lo_./_.,iZej ' .;c4 x/e, 68 Peel Street Simcoe c DATE OF DELIVERY ' /kISTI�Ag'K \ m 2 ^I S-- t; 6- J i ,,,,' M ',0' -1 Ontario, Canada o / C ii 1 2 Z 3 ARTICLE DESCRIPTION z 5 ADDRESS (Complete only if reques,eefi (� O I / M REGISTERED NO l CERTIFIED NO INSURED NO n 1 \ t (:)k.)en n 33 m333849 -a w-71 f )0 ,, 6 UNABLE TO DELIVER BECAUSE x (Always obtain signature'at addressee or agent) m ---CC'ERK'S m 0 INITIALS C'' u I have received the article deslbed above D • —12 y SIGNATURE 1:3 �ddre•,.'t ❑ aulhorVi',I dent r J)�' rr 2 RI :ti GPO 1978-272-392 O N DATE OF DELIVERY 1 POSTMARK c 33 m O D 5 ADDRESS (Complete only if requested) 2 0 n m z 7' 6 UNABLE TO DELIVER BECAUSE CLERK'S m INITIALS O 3 > F-,_ ,j GPO 1978-212-382 c -\\\_..... -\:..,\!_,_Th., .. • \-----/\ ' J, -s,,. .....:„. c (v O U E 9-1 -1 Cr) a) cd 1.3 "t7 • N 0 $4 cti 4J O . 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