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Home My WebLink About840059.tiff AN214J.7a1 RESOLUTION RE: GRANT CHANGE OF ZONE FROM A (AGRICULTURAL) TO I-2 (INDUS- TRIAL TWO) FOR C & M READY MIX CONCRETE COMPANY WHEREAS , the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and mm WHEREAS , a public hearing was held on the 29th day of August, 1984 , at 2 : 00 o' clock p.m. for the purpose of hearing w n the application of C & M Ready Mix Concrete Company, P .O. Box o 315, Boulder, Colorado 80306 , requesting a Change of Zone from Z A (Agricultural) to I-2 (Industrial Two) for a parcel of land Z a located on the following described real estate, to-wit: cm Part of the Ell SW4 , Section 30 and Part of the ~ Ez NW4j Section 31 , all in Township 1 North, m Range 66 West of the 6th P .M. , Weld County, Colorado H Z ‘.O WHEREAS , Section 21 . 6 . 2 of the Weld County Zoning Ordinance n provides standards for review of such a Change of Zone, and m w x � WHEREAS , the Board of County Commissioners heard all the testimony and statements of those present, has studied the re- a quest of the applicant and the recommendations of the Weld County t Planning Commission, and having been fully informed, finds that o this request shall be approved for the following reasons : hi to 1 . The applicant has complied with the application re- • quirements listed in Section 21 . 7 et seq. , of the Z0 Weld County Zoning Ordinance. r o 2 . The request is in conformance with Section 21 . 6 of o the Weld County Zoning Ordinance as follows : a. It is the opinion of the Board of County Com- o 0 missioners that the proposed Change of Zone is consistent with the Weld County Comprehensive Plan and the proposed Industrial Two District (I-2) will be compatible with existing surround- ing land uses and with future development of the area. Land to the east of the subject pro- perty east and west of U.S . Highway 85 is zoned Industrial Three. b. The Brighton Planning Commission is recommending approval of this request as the subject property is located within Brighton' s industrial develop- ment area. LHR 811 Pwsii) 840059 Page 2 RE: COZ - C & M READY MIX CONCRETE COMPANY -Pt to c . The subject site does contain a J gravel resource. It is not considered to be a commercial mineral wr deposit because the high percentage of fine aggre- la 01 gates (85% fine to 15% coarse grain) makes it uneconomical to mine the deposit. -mn d. The subject site will be served by septic sewer system. z z . e. The subject site will be served by well water "i t system. o f. A private drive from U .S . Highway 85 will provide o adequate access to the site . 1-3 H 1/40 g. The proposed Change of Zone is not located within z any overlay district. n °° rco NOW, THEREFORE, BE IT RESOLVED by the Board of County Com- x r missioners of Weld County, Colorado, that the application of C & M Ready Mix Concrete Company for a Change of Zone from A a (Agricultural) to I-2 (Industrial Two) on the above referenced J parcels of land be, and hereby is , granted subject to the follow- n O ing conditions: 1) prior to recording the final plat Weld County 6 Road 4 right-of-way west of U.S . Highway 85 to the Platte River ta -co shall be vacated. The property owner shall acquire a private easement from U .S . Highway 85 to the subject property; 2) prior 0 to any building permits being issued for the subject site, the property owner (s) shall have approved an erosion control plan t7 from the West Adams Soil Conservation District. A copy of said o m plan shall be submitted to the Department of Planning Services; 3) building foundations shall be designed by a registered engineer; n o and 4) any plans or designs for fill sections shall be supervised o w by a registered engineer before commencing with a use on the subject site. Rage 3 RE: COZ - C & M READY MIX CONCRETE COMPANY The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 29th day of august, A.D. , 1984 . ,4 aTTEST: n (_-"-" ! ��a Q BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO imi to a ! � fi r � '4i i Cvlknty Clerk and Recorder � F__ o w pa C�ler'k-to the Boar Norman Carlson, Chairman r a� } r"*� ) �� 4,,, , , r �� C,„,tr tQty County Clerk J�cque ine Json, Pro-Tem • o 'APES ,"AS TO FORM: EXCUSED z a Gene R. Brantner it -a 49 C CO CY1, (i1//L EXCUSED n ~ County Atto ney Chuck Carlson ccnn o iMZ- �� 2J�/t H• F+ J n T. Marti z n co rCO to t) n O o Eo t+7 0 r o 0 o w co 0-o o I-4 HE RLcG CERTIFICATION DOCKET NO. 84-49 RE: CHANCE OF ZONE, A TO 1-2, L & M READY MIX CONCRETE COMPANY A public hearing was conducted on August 29 , 1984, at 2:00 P.M. , with the following present: Commissioner Norman Carlson, Chairman Commissioner Jacqueline Johnson, Yro-Tern Commissioner Gene Brantner - Excused Commissioner Chuck Carlson- Excused Commissioner John Martin Also present: Acting Clerk to the Rnard, Mary Reiff Assistant County Attorney, Lee B. Morrison Planning Department Representative, James Mayerl The following business was transacted: I hereby -certify that pursuant to a notice dated July 25, 1984, and duly published duly 26 and August 16, 1984, in the La Salle Leader, a public hearing was conducted to consider the application of C & M Ready Mix Concrete Company for a Change of Zone, from A (Agricultural) to I-2 (Industrial Two) for property described as Part of the _E1/2 SWa, Section 30, and Part of the EY NW4j Section 31, all in Township 1 North, Range 66 West of the 6th P.M. , Weld County, Colorado. The Morrison, Assistant County Attorney, stated that the applicant could request continuance to a date when all Comnissionerswould be present. Verna Bldg, resource planner for C _& M Ready Mix Concrete Company, stated that she wished to proceed with this hearing today. Mr. Morrison read this request into the record. Jim Mayerl, Planning Department representative, read the favorable recommendation of the Planning Commission, along with the four recommended conditions, into the record. Ms. Sigg then presented the request of the applicant and exhibited a large map showing the parcels being considered. Ms. Sigg requested that the recommended Conditions 3 and 4 be amended to eliminate reference to the Colorado Geological Survey. Discussion was held concerning this request. (Tape Change #84-77) Conmis- sioner-Martin -raved to approve the Change of Zone request, A to I-2, made by C & M Ready Mix Concrete Copany, with Condition 3 amended to state: "Building foundations shall be designed by a registered engineer: " end Condition 4 amended to read "Any plans or designs for fill sections shall be supervised by a regis- tered engineer before commencing with a use on the subject site." Commissioner Johnson seconded this motion. Discussion was held about the condition stating • Weld County Road 4 right-of-way shall be vacated. The reasons for requesting this vacation were explained to the Board. The motion carried unanimously. APPROVED: BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO Weld County Clerk and Recorder and Clerk to the Board- Norman Carlson, Chairman ler Deputy County C k Ja . e �i!.e Jo nso , Pro-Tem EXCUSED Gene R. Brantner EXCUSED Chuck Carlson J T.. Martin TAPE #84-76 & #84-77 DOCKET #84-49 LHR 811 NO T I C E Pursuant to the zoning laws of the State of Colorado and the Weld County 3oning Ordinance , a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado, Weld County Centennial Center, 915 10th Street, First Floor, Greeley, Colorado, at the time specified. All persons in any manner interested in the following proposed Change of Zone are requested to attend and may be heard. BE _IT ALSO KNOWN that the text and maps so certified by the 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. 84-49 C & M READY MIX CONCRETE COMPANY P.O. Box 315 Boulder, Colorado 80306 DATE : -August 29 , 1984 TIME : 2: 00 P.M. REQUEST: Change of Zone from "A" (Agricultural) to "I-2" (Industrial Two) LEGAL DESCRIPTION: Part of the E 1/2 SW 1/4 , Section 30 , and Part of the E 1/2 NW 1/4 , Section 31 all in Township 1 North, Range b6 West of the 6th Y.M. , Weld County, Colorado. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: Barbara J. Patten, Deputy DATED: July 25 , 1984 PUBLISHED: July 26 , 1984 and August 16 , 1984 , in the LaSalle Leader DATE: July , 1984 TO: The Board of County Commissioners Weld County, Colorado FROM: Clerk to the Board Office Commissi-oners: If you have no objections, we have tentatively set the following hearings for the 29th day of August, 1984 at 2 :00 P.M. DOCKET #84-48 - C & M READY MIX CONCRETE COMPANY--COZ , Agricultural "A" to Industrial Two "I-2" DOCKET #84-49 - C & M READY MIX CONCRETE COMPANY--COZ , Agricultural "A" to Industrial Two "I-2" OFFICE OF THE CLERK TO THE BOARD BY:C,71y/ tAy Deputy The abovementioned hearing date and hearing time may be scheduled on the agenda as stated above. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO / / i/ .:�, Affidavit of Publication STA= OF CCLOSACO. 1 u • County d Weld. J Paul Massey L of said County of Weld. being duly sworn. say that �^ saVNK 1 an publaber al p see H • La Salle Leader NOIICE that the same is a weekly newspaper of general d 1O W elshe6we CRZSIO eon and punted -and published in the his D�br+e.a Zee' La Salle booC tai y Rp c"W+a°aeme me*" a town ci Ccostede. Woide el Weld.Canty.. - in said county and stair, that the notice or caner. ,rater,.cis 1 O"R1r-Centeentet ley,Querns Mu9Eed. tuemer11. of which the annexed as a We cam Den sde,u tM at Fl°°`' has been published in said weekly newspaper tM All penal b aY raestnh.eseetdd in Mr t.WO 're�rct1e�of Zone weeks: that _the nonce wGt published in the or R AL80 KNOWN tlurtM tow,end regular-and-entire issue of-every number of said map se led newspaper dung the period and time al publi. ITT Wean aathexsas P4nn. oNee chip Oak�toj ate Bonded Mi. cation of soul notice -and in 14e newspaper tic CwnmMiena.,loafed ie tM Weld proper and not in a supplement thereof: that the s.TLMtealt Cates, 915 Nth Weld first publication at said notice was contained in B neOr•Greeley.Colorado. the issue of said, newspaper bec inc date. the . APPLICANT 26 day of July A.:... 19- y_ ca MREADVM0cCON • Cf,MPANY. and the lost puha:anon thercal, in ihC issue at ...l.T,.rIALides;d A.. slit I. said newspaper bearing date. the .44.. day of jitLR,T1St. . 19 4; that the said DOCKET NO.e4-49 DATE:AsBea 29:1989. La Salle "Leader TIME:2:00 P.M. -has been published continuously and uninerrupt• REODEsy,.chap of Ion hook�, eda, during the period-f at least fltyIwo eoch tnerkeMrWlb7'='tt"d°'epllwl. seamy* weeks nest-prior to the lint issue thereof COAL DESCRi►noN: containing said notice or -advertisement -above Pan of the E5 SW N,8netyh.5a� referred td and that said-newspaper was at the • T�W Me ENWtc,Seouon s1 bake time Of each of the math*l Nosh.Rage 66 West et ha publications of said notice. 6th►.M.Wyfd Couoty,ammo,. duly qualified for that purpose-within the mean• . inq of acct. entitled. "An Act Concerning Legal BOARD OFCOUNTY Nation. Advertisements and Publications. and .._._.,AQ DCN CO My�,COLOR D CO ISIONE S the Fees S Printers and Publishers threat, end Ric:MARYANN FEUERSTIFIN to Repeal all Acts-and Parts-of Acts in L-anllict - . couNtYrLERK AND with the Previsions of this Act."approved April 7. RECORDER AND CLERK TO 1921. _and all amendments thef, and particu- THE BOARD. lanky as amended by an an approved. March 33. ' "'Buhl*1 Son:onery. 1923. ' amctrprcved 1 18. 1931. DATEDriuty s5,:i9f{. PubMhed In tM to Sdie Leader ott �-. ,.c ��' �9 Thuredsye, lily a6..1980 end August -[ is 1989. ither Subscribed and swoon to before me this..a _._L.4-+ ...4_) . kie id t'".X rL(3C My com.t,tr:tsa aspires r �— 9-27?,r _ _—_ Notary Public PUBLISHER'S AFFIDAVIT STATE OF COLORADO. 1 )ss. COUNTYQF Adams 1 Vi June do solemnly swear that 1 am the Publisher of Th.e...$.r.i.g.hton..Blade that the same is a weekly newspaper published intheCityof Brighton NOTICE Pursuant to the zoning now of the Stole of Colorado end the WNd';County Zoning Ordinance.a Ifdbllc heating:WW be held in the Chambers of the Board of County County of ., Adam-s CommiulOneie of Weld County, Cob- ra WS Oowdy Centennial Center. 915 tdtli,abeist First Roar,Greeley,Bel- oracle,at the dme epeneSd.Ad$rson.In any maeherelleteaNh lelhe tollowing State of Colorado,and has a general circulation propgM Cpdf ee of Zone'sn requested therein:that said newspaper has been published to etlehd WW may be hest continuously and uninterruptedly in said SEap.1oALSy,MOWN Ity lest end maps so Certified by tW. y Planning Commission may be arp Ih-the Ad CCoommulonerre he-Clayklocatdf elCalmly Canienniel , the Wed County of �lQ$ '915 103fn street.Thkdttbot We ,Cr. APPLICANT-C r WSW, M READYN- CRETE COMPANY, P.O. x 315, for a period of more than 52 weeks prior to the 'Boulder.Cobes.%80308. first publication of the annexed notice,that said KET NO:B 9,i newspaper Is entered in the post office at ATE 'OQ P. 9,.7984-49 ' �TIME: OQ P al., � + .Brigh₹o.n L930 paaAkL BGRI, ION:;inillibliii•Twos Pan pM E. ' T9eRNp� tat die eg aet„ eW Colorado as second class mail matter and that EbAtMlatF WALDO the said newspaper is a newspaper within the WELD 004 I EApBS7AEOENl meaning of the act of the General-Assembly of CO'ONT9 ORDER the State of Colorado,approved March 30,1923, 'AND BOARD and-entitled"Legal Notices and Advertisements" Et. *Rare retteIt-DePuy . DAand other acts relating to the printing and E!tubeJuloe s 3 RE abed in-The Aw qee1d5 l d e publishing of legal notices and ativertisments; PubNepeO.Inihs.Ertghl, Blade that the annexed notice was published in the regular and entire issues of said newspaper, once each week,on the same day of each week for the period of 1 consecutive insertions; that the first publication of said newspaper dated August 15 , 1984 and the last publication of said notice was in the issue of said newspaper dated 19 c �i//t/',/J//� Signature and Title Subscribed na d sworn to before me,a Notary Public.this 15th day of August 1984 , 0,1,4-2.4,71-J.,-"--) 0. 9 ryp �y� i P,yblic �`'^'� CtY.*,i1AtiS"'?!1 expiresexpiresty107C{7 J,te 1YtlC :.i'S Nc.lh M.:;„ St • s,-r:itpl, 3A 606131 i \_ .2 A T T E: N D A N C E RECORD DATE: August 29, 1984 TODAY 'S HEARINGS ARE AS FOLLDWS : Docket #84-48 , COZ , A to 1-2 , C & M Ready Mix Concrete Company Docket #84-49 , CDZ , A to I-2, C & M Ready Mix Concrete Company PLEASE write or print legibly your name, address and the DOCKET # (as listed above) or the applicant's name of the hearing you are attending. NAME I ADDRESS HEARING ATTENDING (..,_.,..tel. 44..' /...'!..(7 7/ r.t,;.1„:,? '.14_ti.‘1 771 � (� C. _ BEFORE THE WELD COUNTY, COLORADO PLANNING COMMISSION RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Doug Graff that the following resolution be introduced for passage by the Weld County Planning Commission. Be it Resolved by the Weld County Planning Commission that the application for: CASE NUMBER: Z — 406:84:7 NAME: C & M Ready Mix Concrete Co. REQUEST: Change of Zone from Agricultural to Industrial Two LEGAL DESCRIPTION: Part of the Ell SW4, Section 30 and Part of the E1/2 NW', Section 31 all in T1N, R66W of the 6th P.M. , Weld County, Colorado. LOCATION: One—half (I) mile north of the Brighton City Limits; West of U. S. Highway 85. be recommended favorably to the Board of County Commissioners for the following reasons: THE WELD COUNTY PLANNING COMMISSION RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: 1. The applicant has _complied with the application requirements listed in Section 21.7 et seq. , of the Weld County Zoning Ordinance. 2. The request is in conformance with Section 21.5 of the Weld County Zoning Ordinance as follows. - It is the opinion of the Planning Commission that the proposed change of zone is consistent with the Weld County Comprehensive Plan and the proposed Industrial Two District (I-2) will be compatible with existing surrounding land uses and with future development of the area. Land to the east of the subject property east and west of U.S. Highway 85 is zoned Industrial Three; - The Brighton Planning Commission is recommending approval of this request as the subject property is located within Brighton's industrial development area; - The subject site does contain a gravel resource. It is not considered to be a commercial mineral deposit because the high percentage of fine aggregates (85 percent fine to 15 percent coarse grain) makes it uneconomic to mine the deposit; - The subject site will be served by septic sewer system; - The subject site will be served by well water system; - A private drive from U.S. Highway 85 will provide adequate access to the site; Z — 406:84:7 C & M Ready Mix Concrete Co. Change of Zone from Agricultural to Industrial Two Part of the EZ SW�, Section 30 and Part of the EZ NWT, Section 31 all in TIN, R66W of the 6th P.M. , Weld County, Colorado. July 17, 1984 Page 2 - The proposed change of zone is not located within any overlay district. These determinations are based, in part, upon a review of the information submitted by the applicant, other relevant information regarding this request and responses of referral entities which have reviewed the request. The Planning Commission recommendation for approval is conditional upon the following: 1. Prior to recording the final plat Weld County Road 4 right-of-way west of U.S. Highway 85 to the Platte River shall be vacated. The property owner shall acquire a private easement from U.S. Highway 85 to the subject property. 2. Prior to any building permits being issued for the subject site the property owner(s) shall have approved an erosion control plan from the West Adams Soil Conservation District. A copy of said plan shall be submitted to the Department of Planning Services. 3. Building foundations shall be designed by a registered engineer, and the design shall be approved by the Colorado Geological Survey prior to issuance of building permits. Documentation of approval shall be submitted to the Department of Planning Services prior to issuance of buildingpermits. 4. Any plans or designs for fill sections shall be approved by the Colorado Geological Survey before commencing with a use on the subject site. Documentation of approval shall be submitted to the Department of Planning Services prior to commending with the proposed use. Motion seconded by: Bill McMurray Vote: For Passage Against Passage Bill McMurray Sharon Linhart Stephen Hamilton Paulette Weaver Doug Graff Lydia Dunbar Louis Rademacher Jack Holman Bob Ehrlich Z - 406:84:7 C & M Ready Mix Concrete Co. Change of Zone from Agricultural to Industrial Two Part of the E1/2 SWti, Section 30 and Part of the E1/2 NWti, Section 31 all in T1N, R66W of the 6th P.M. , Weld County, Colorado. July 17, 1984 Page 3 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, Recording Secretary of the Weld County Planning Commission, do hereby certify that the above and foregoing Resolution is a true copy of the Resolution of the Planning Commission of Weld County, Colorado, adopted on July 17, 1984 and recorded in Book No. IX of the proceedings of the said Planning Commission. Dated the 18th day of July, 1984. Secretary Date: July 17, 1984 CASE NUMBER: Z - 406:84:7 NAME: C & M Ready Mix Concrete Co. REQUEST: Change of Zone from Agricultural to Industrial Two LEGAL DESCRIPTION: Part of the Ei SW4 of Section 30 and Part of the Ell NWi Section 31 all in T1N, R66W of the 6th P.M. , Weld County, Colorado. LOCATION: One half (%Z) mile north of the Brighton City Limits; West of U.S. Highway 85. THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: 1. The applicant has complied with the application requirements listed in Section 21.7 et seq. , of the Weld County Zoning Ordinance. 2. The request is in conformance with Section 21.5 of the Weld County Zoning Ordinance as follows. - It is the opinion of the Department of Planning Services Staff that the proposed change of zone is consistent with the Weld County Comprehensive Plan and the proposed Industrial Two District (I-2) will be compatible with existing surrounding land uses and with future development of the area. Land to the east of the subject property east and west of U.S. Highway 85 is zoned Industrial Three. - The Brighton Planning Commission is recommending approval of this request as the subject property is located within Brighton's industrial development area. - The subject site does contain a gravel resource. It is not considered to be a commercial mineral deposit because the high percentage of fine aggregates (85 percent fine to 15 percent coarse grain) makes it uneconomic to mine the deposit. - The subject site will be served by septic sewer system. - The subject site will be served by well water system. - A private drive from U.S. Highway 85 will provide adequate access to the site. - The proposed change of zone is not located within any overlay district. These determinations are based, in part, upon a review of the information submitted by the applicant, other relevant information regarding this request and responses of referral entities which have reviewed the request. The Department of Planning Services staff recommendation -for approval is conditional upon the following: 1. Prior to recording the final plat Weld County Road 4 right iof—way west of U.S. Highway 85 to the Platte River shall be vacated. The property owner shall acquire a private easement from U.S. Highway 85 to the subject property. 2. Prior to any -building permits being issued for the subject site the property owner(s) shall have approved an Erosion control plan from the West -Adams Soil Conservation District. A copy of said plan shall be submitted to the Department of Planning Services. LAND USE APPLICATION SUMMARY SHEET Date: July 17, 1984 CASE NUMBER:a-406:84: 7 NAME: C & M Ready Mix Concrete Company ADDRESS: P.O. Box 315 Boulder, CO 80306 REQUEST: Change of Zone from Agricultural to Industrial Two LEGAL DESCRIPTION: Part of the E1/2 of the SW1 Section 30 and Part of the EZ NWZ Section 31 all in Township 1 North, Range 66 West of the 6th P.M. , Weld County, Colorado -LOCATION: One half ('2) mile north of the Brighton City Limits; West of U.S. Highway 85. SIZE OF PARCEL: 23.09 acres POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS: The criteria for review of the proposal is listed in Section 21.5 of the Weld County Zoning Ordinance. The Staff has not yet received the City of Brighton's recommendation regarding this proposal. The Department of Planning Services has not received any objections regarding this application. The State Engineer's Office, Division of Water Resources has concerns over water augmentation (please see their letter enclosed with this packet) . The staff Operation Standards will address this concern. JRM:rjg FIELD CHECK FILING NUMBER: Z-406:84: 7 DATE OF INSPECTION: July 6, 1984 NAME: C & M Ready Mix Concrete Co. REQUEST: Change of Zone _from Agricultural to Industrial Two LEGAL DESCRIPTION: Part of the Eli SW1 Section 30 and Pt of the E1/2 NW4 Section 31 all in TIN, R66W LOCATION: One half mile north of the Brighton City Limits; West of U.S. LAND USE: N 100 year floodplain of the South Platte River E Vacant land U.S. Highway 85 Concrete Plants S Maintenance Shop -W 100 year floodplain of the South Platte River BONING: N Agricultural E Industrial 3 Agricultural W Agricultural COMMENTS: Access to the subject site is currently from a narrow strip of land the applicants own east of the mobile plant site and west of U.S. Highway 85. The applicant is proposing to purchase a strip of land for access purposes extending west from U. S. Highway 85 to the subject site along the existing right-of-way of WCR 4. The subject site is approximately 6 feet higher than the floodplain to the west. A pipe yard (non-conforming use) exists on the site along with junked tires and trailers. Central Colorado Water Conservancy District Wells and a concrete lined ditch that carries water to the South Platte are north of the proposed change of zone area. r. 7 BY: .41\(" V/Zig J mes R. Mayer]/, Current Planner t i 3 — t - ...n /�/ - ... _ _ v -_ , P , 33°3 ' a N •2.I' } GE.O•s i yC I �. .r _r_z_n_AncHfr.. ., ," — • �. . , •�..,a°ez • 1 ,4 /a i „ - p u �1 �I . .. . . F. •• ,G'. // • '°.4,G fill . � �'� L;ATr FViLLE �A x•I . * 30 1.�� b.oz � 1 N d.. .rs s: s •O % Ju I - :.� _. _ ' l. ;�. (! v 23 ,o x• 25 4 1 ( • �,• yp J ..� �—�A '� .,a v s v • rn N / 1 \'p ' \ 1Cx x. • v III 1 . . • / h2NCNANTE22• . ,. . } 21 1,k1 lal-• fI , ',: ) , 4 rt.e C • 1 I 1 • p �• I )OM I rlrf, a , e.1r Gt � I • i ; '�. �i• xo n 2, .-. 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' ' ,n7 �, v4 _ # # 'p ° .I � 11 �M a'°oels -/ �!` : wa�?iv";a'1,F�: `°..;i5 l ‘4o t.�i�, ,:V t -.t ra. e r " h ( C REFERRAL LIST APPLICANT: C & M Ready Mix Concrete Co. CASE NUMBER: Z-406 SENT REFERRALS OUT: 6-12-84 REFERRALS TO BE RECEIVED BY 7-5-84 m z z O 2 z I z O O E W 2 H [ H 41 - q Z o- 6 ai U U 2 0 •" A 2 W ,-� p,,, 0 U 2 0 a~'i H z W C.4 W "� vwi O co d r24 O U O N. O m a z 0 m a z County Attorney (plat only) John Franklin ' - Director of Community eid County g ,._. tr.ec- }Cy Development Engineering Department 22 South 4th Avenue X x{ Brighton, CO 80601 —r County Extension Agent __ X Brighton Soil Conservation Service Office of Emergency Management 60 South 27th Avenue Brighton, CO 80601 Bill McMurray Brighton Area Fire Protection p Box 161 District itdctumof 71 Brighton, CO 80601 425 South Main Street Brighton, CO 80601 Western Gas Supply Co. X 500 Prudential Plaza ✓ State Engineer 1050 17th Street n Denver, CO 80265-0501 Division of Water Resources ATTN: Right-of-Way Unit 1313 Sherman St. , Room 818 Denver, Colorado 80203 Central Colorado Water State Highway Department Conservancy District 2308 K 1 1420 2nd Street Gree eyth Street Greeley, Colorado 80631 Greeley, CO 80631 330-4540 elColorado Department of Health Water Quality Control Division 4210 East 11th Avenue Denver, Colorado 80220 FIELD CHECK FILING NUMBER: Z-406:84:7 DATE OF INSPECTION: ( ' _ ? c) ` ,f V NAME: C & M Ready Mix Concrete Company REQUEST: A Change of Zone from "A" (Agricultural) to "I-2" (Industrial-Two) LEGAL DESCRIPTION: part of the E' SWk, Section 30 and the Ell NW', Section 31, TIN, R66W of the 6th P.M. , Weld County, Colorado LAND USE: N E S W ZONING: N LZ LOCATION: One-half (] /2) mile north of Brighton E 7 City Limits ; west of U.S. Highway 85 and north S ,GaG , of and south of Weld County Road 4 W 1! c R COMMENTS: r w1.11- vaf - 1, (s vor I( rya ir n't v a d fic cc-Arid lr T_,f -Vie ( ro fiaws _"j k e-vw, `--0 4,/, o -1-41 fee 21 c> ni l3-‘ 9 ( V�/7�o� � ZO inf '11 � WESTERN GAS SUPPLY COMPANY 500 Prudential Plaza 1050 17th Street Denver, Colorado 80265-0501 ��) c'Li Vil � � (303) 534-1261 i' June 26 , 1984 Weld Co. Planning Cnmmisssm. Department of Planning Services 915 10th Street Greer-- , Colorado 30631 Re: Case No. Z-406 : 84 : 7 Gentlemen: We have reviewed the above captioned plot plan and find that portion of the proposed rezoning includes a portion of Western Gas Supply Company' s (formerly Western Slope Gas Company) easement. Western has no objection to the proposed rezoning so long as the planned development does not interfere with the maintenance and operation of its high pressure natural gas pipeline. -Please contact me at 572-4127 if you have any questions. Very truly you , Donald J. Brdngardt Sr. Right-of-Way Agent tJB:mgb WE-84-0007 l�'aill'Clittin1► WE-84-0008 ``.,4140,kraitsieFT ;9Q I N v RICHARD D. LAMM * 6- GOVERNOR JOHN W. ROLD \ 66 4 DIRECTOR /87 COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING-1313 SHERMANSTREET DENVER,COLORADO 80203 PHONE(303)866-2611 June 20, 1984 Mr. Chuck Cunliffe Weld County Department of Planning Services 915 10th Street Greeley, CO 80631 Dear Mr. Cunliffe: 42E: C&M READY MIX REZONING APPLICATIONS SEC. 's 30, 31, T1N, R66W We have reviewed the plats, aggregate resource evaluation, geotechnicel evaluation and attendant information for the proposed rezonings. The aggregate resource evaluation indicates that 15 percent of the de- posit is coarse aggregate. These terrace deposits are Broadway Alluvium which is composed of sand. We concur with the resource evaluations con- clusion that these deposits are uneconomic at this time. We have no objection to this rezoning. We do have several recommendations concerning the development of this site. The seasonally shallow groundwater levels will require special foundation and utility designs. We recommend that building foundations 'be designed by qualified engineering personnel . If large fill sections -are proposed, we recommend that fill placement also be supervised by qualified engineering personnel . The rezoning application indicates that on-lot wells and septic systems may be used on these sites. The shallow groundwater levels and porous -sand and gravels in this area will preclude the use of standard on-lot septic systems. It may not be feasable to use on-lot leach fields in some locations. We recommend that an alternate method of sewage disposal , such as holding tanks or portable facilities be used for these sites. If these recommendations are followed, we have no objection to this rezoning to industrial use. ((Sincerely, Julia E. Turney N JUN 25 1984 Engineering Geologist cc: Verna Sigg, UM Ready Mix GEOLOGY r — �J JET-84-070 STORY OF THE PAST...KEY TO THE FUTURE Weld Co. Planning CmmMIss:o0 jfv CC CI ,. central colorado water conservancy district June 18, 1984 Mr. James R. Mayerl Department of Planning Services 915 - 10th Street Ereeley, CO -80631 Lear Ar, Mayeri: Thank you for allowing us to comment on the application from C & M Ready Mix Concrete Company (case number Z-406:84:7) for a change -of zone from Agriculture to Industrial-Two. As mentioned in the application, the Central Colorado Water Conservancy District currently has an easement through the site for six augmentation wells and a concrete-lined delivery system to the South Platte River for operation in our plan of augmentation. The system was installed in 1974 and has been used annually since that time. Our concerns, naturally, would focus on any interference to our operation from the proposed change in land use. Future gravel mining operations in this area could seriously reduce the amount of water available to our wells. Mitigation would have to occur under this situation. Also, access -to our wells and ditch, currently from Highway 85 near our well #3 on the -east, and from Weld County Road #6 on the north, must be maintained. I have visited with Verna Sigg, o₹ C & M Ready Mix, and these concerns were discussed at length. We look forward to working closely with C & M so that we can reach an equitable solution to any potential problems. Enclosed please find a copy of our easement on the property. -Sincerely, tst , G-3 Tom Cech Executive Secretary TVC/sam v "14 -1 Enclosure JUN 221984 � • Wun!d Co. Planning Commission 1119€ Planning Department Te James R. Mayerl June 19, 1984 Date COLORADO From Rodney H. Hutchinson, P.E. , Engineering Manager subjet: C & M Ready Mix Concrete Company - Change of Zone Referral We have reviewed the above mentioned change of zone application and have only one comment. We would prefer that access to the property be established by a private drive from U. S. 85. It is apparent that few, if any, other users would benefit from a public access . We, therefore, recommend that a County road not be established to serve this site during the subdivision phase of the project. 1/241111/ West Adams Soil ConservationDistrict P.O. Box 296 - Brighton, Colorado 80601 - Phone 659-7004 June 20, 1984 Department of Planning Services -915 Tenth Street Greeley, CO 80631 RE: C&M Ready Mix Concrete Company Case Number Z-406:84:7 ATTN: Mr. James R. Mayer] , Current Planner Dear Sir: We have no objections to this zone change. However we do have the following comments: - SOILS: This appears to be adequately covered in the report by C&M Companies. DRAINAGE: As this site is developed surface runoff is likely to increase as more of the land area is covered with hard surfacing. Subsurface drainage may possibly be needed depending on type of buildings constructed . EROSION AND SEDIMENT CONTROL: With possible increase in surface runoff an -erosion and sediment control plan should be developed. Any water running off the property should be controlled so that it does not cause soil ero- sion or a problem to the neighbors. A pond may need to be considered to catch sediment, and cleaned when needed. Bare land should be landscaped and vegetated to prevent wind and water erosion. We would like to review an erosion and sediment control plan before the final plat is approved. Sincerely, Oscar Haake, resident ! V Board of Supervisors �It „l;L (Ui• • 1984 Wald Co. Planning Commission CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT Cot„ -RICHARD D. LAMM Governor Q' :'9p h / G JERIS A. DANIELSON 2953H * 449 * Slate Engineer * r 1876 x OFFICE OF THE STATE ENGINEER DIVISION OF WATER RESOURCES 1313 Sherman Street-Room 818 Denver, Colorado 80203 (303) 866-3581 July 2, 1984 Mr. James R. Mayerl Weld County Planning Department 915 10th Street Greeley, OD 80631 Re: C & M Ready Mix, Z-406:84:7 C & M Ready Mix, Z-405:84:6 Dear Mr. Mayerl: The water supply plans for these proposed rezonings are insufficient for our review. The estimate of water requirements seems to be based more on supposition than a specific plan. It is unclear whether the industrial sites will be sold, resulting in a need to define the institutional arrangements for water supply if the water is to be supplied through a central system. The applicants cite the Baumgartner well, no. 2-6293 (Water Court Case Nos. W-2518 and 80O476) , as the source of water. They make no indication of their strategy to gain Water Court approval of the proposed new use or the source of augmentation for this well. Rules and regulations for ground water in the South Platte basin require augmentation for tributary wells. Approval of the Water Court would be necessary before this irrigation well could be used for commercial or industrial purposes. ,Sincerely, Hal D. imps n, P.E. Assistant State Engineer HDS/KCK:ma cc: Jim Clark, Div. Eng. Reiner Haubold liFap DEPARTMENT OF PLANNING SERVICE r..e PHONE 13031356-0000 Ext 44( 915 10TH STRE GREELEY,COLORADO 806 x AIL ,tfk+: ,,.. COLORADO NOTICE OF PUBLIC HEARING The Weld County Planning Commission will conduct a public hearing on July 17, 1984, at 1:30 p.m. to review a request for a7proval of A Change of Zon ^ _ " '" - - ,t n, : —,-,11 \ rn ,T_o^ (industrial-iwo) for C 6 M Ready Mix Concrete Company on -a parcel of land described as part of the E5. SWIa.. Section 90 and part of the Ea NW's, Section 31, all in T1N, R66W of the 6th P.M. . Weld County, Colorado containing 23.09 acres, more or less. This public hearing to be held by the Weld County -Planning Commission for the consideration of the above referenced request will be conducted in the Weld County Commissioners' -Hearing Room, First Floor, Weld County Centennial Center, 915 10th Street, Greeley, Colorado. Comments or objections related to the above request should be submitted in writing to the Weld County Department of Planning Services, 915 10th Street, Room 342, Greeley, Colorado 80631, before the above date or presented at the public hearing on July 17. 1984 Copies of the application are available for public inspection in the Department of Planning Services, Room 342, Weld County Centennial Center, 915 10th Street, Greeley, Colorado (356-40,00, Extension 4400) . Bob Ehrlich, Chairman Weld County Planning Commission To be published in the: La Salle Leader So be published one (1) me -Received by: d h A� Date: Z -- (s--1 l�4J¢G(f Mailing List Z-406 C & M Ready Mix Concrete Co. Surrounding Property Owners Mineral Owners David B. Nystrom Buddy Baker David H. Stainton 25 Sherman Street P.O. Box 315 Denver, CO 80203 Boulder, C0 80306 Barrett Energy Company Cowan Concrete Products 405 Urban Street, Suite 112 c/o Mobile Premix -Lakewood„CO CO 80228 P.O. Box 5183 T.A. Denver, CO 80217 Ft. Lupton State Bank P.O. Box 209 Ft. Lupton, CO 80621 Dennis B. Clanahan 718 17th Street, #1950 Denver, CO 80202 ROf L M [ar it y-4ighton July 12, 19-84 Jim Meyerl, Current Planner Department of Planning -Services -915 Tenth Street Greeley, E0 80631 Re: Case z 405:84:b and Z-406:84:7 (C & M Ready Mix Company) On July 10, the Brighton Planning Commission reviewed the referred cases and voted to recommend approval as the 1-2 zone districts proposed are located within the industrial corridor as defined in the Brighton Growth and Development Policy Plan and that the I-2 designation is preferred over the 1-3 because of the outdoor storage screening requirement. Sincerely, John A. Franklin III, A.I.C.P. Director of Community Development JAF:md cc: Referral File 15` V JUL 17 1964 Weld Co. PlanningComIlli$Sien 22south 4th avenue, brighton,co.80601 (303) 659-4050 � y Recorded in Book 48, 1192 p Qa-a,cj t t ✓v�A A o t pa,-f-. (PO at iTro-r Otalet0 roazi v� 6O'(tin..ty ea o-rrynva -c.t,mt 7 cnco L(JP.QcJLo minty ,c&rd r¢, otA : lM-aGUtrru.. 11/: — f Z(rx.tn. Ltw.rcnA a-/.74301-onnCJ wt, iha. f(� day dtzA1 18$q. to a. co- km:tt' n,o-n.d-/Lwj tor /.,•r t t.a v -lvua.vwtt.cl to n fdo-n oru P lrr 1� cm, 44.. - a �r c itn nc d d a.t.l"mod datz. , a. c.o-j J 4...u-ti 4_420 to -P-c,4,nn. J;-0 -Ca,sr1-/ 3a 9*• I 'YL. Q.le(,.W. pt-nn, L-91.2rtce- t c nn iL tvy tJt i c 1-L`,.Li.F to [rt. th.. Qza.�)et .a"y acc- ili a �-�Powcv hl_t"-,-F, to- urcA-: . M u<.tarvtn.9 c?.n, cu.c: rrr,t.' ₹o ac. 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OF BOULDER APPLICATION FOR REZONING SECTION 30, T1N, -R66W WELD COUNTY, COLORADO May 1984 TABLE OF CONTENTS Page Cover Letter Rezoning Application 1 Legal Description 2 Affidavit of Interest Owners - Surf-ace Estate 3 Names of Owners of Property within 500 Feet 4 Affidavit of Interest Owners - Minerals and/or Subsurface 5 List of Mineral or Subsurface Owners 6 Vicinity and Land Use Map 7 Rezoning Plat 8 Statement that Proposed Rezoning is Consistent with Changing Conditions in the Area 10 Statement demonstrating How the Uses Will be Compatible with Surrounding Uses 11 Availability of Water and Proposed Sewage Treatment 12 Soils _Investigations 15 Statement Regarding Highway Facilities 18 Mineral Resource Stat-ement 19 APPENDICES Appendix -A - Well Adjudication Well Permit Appendix -B — Report of a Preliminary Geotechnical Investigation Art CONCRETE& AGGREGATE MATERIALS jar C &In Serving: Adams, Arapahoe, Boulder, Denver, Companies Jefferson, Larimer and Weld Counties r - F6 PA ( ',. PO` OF r „< FO, ?7,, May 31, 1984 Weld County Planning Commission Weld County Board of County Commissioners RE: C&M Industrial Rezoning, Section 30, T1N, R66W, 6th P.M. , Weld County, Colorado Dear Members: C & M Ready Mix Concrete Co. of Boulder proposes to rezone approximately nine acres located as described above from the existing agricultural -designation to industrial zoning. The information included in _this application package will support the proposed rezoning. It is felt that industrial use is the highest and best utilization of the subject property. Very Truly Yours, C& READY MIX CONCRETE CO. 0 B ULDER 0414-O(43, (2. David B. Nystrom President "Companies That Care" REZONING APPLICATION Case #: Dept. of Planning Services App. Ch'd By: Date Rec 'd : 915 10th Street App. Fee : Receipt #: Greeley, Colorado 80631 Record. Fee : -- Receipt # : Phone : 356-4000, Ext. 400 TO BE COMPLETED BY APPLICANT. Please print or type, except for necessary signature. I (we) , the undersigned, hereby request hearings before the Weld County Planning Commission and the Weld County Board of County Commissioners concerning the proposed rezoning of the following described unincorporated area of Weld County, Colorado : LEGAL DESCRIPTION: Located in the East one-half of the Northwest one-quarter, Section 30, Township 1 North, Range 66 West, 6th P.M. , Weld County, Colorado. Detailed legal description attached. (If additional space is required, attach an additional sheet) Property Address (if available) : Weld County Road 6 and U.S. Highway 85 PRESENT ZONE A PROPOSED ZONE 1-2 TOTAL ACREAGE 8.96 OVERLAY ZONES None — SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR REZONING: Name : C&M Ready Mix Concrete Co. of Boulder Home Telephone #: n/a Address : P.O. Box 315 Bus . Telephone # : 443-799 Boulder, Colorado 80306 Name : Home Telephone #: Address : Bus . Telephone 1p : Name : Home Telephone # : Address : Bus. Telephone # : Applicant or Authorized Agent (if different than above) : Name : David B. Nystrom Home Telephone # : n/a Address : P.O. Box 315 Bus . Telephone #: 443-1099 Boulder, Colorado 80306 Owner(s) anti/or lessees of mineral rights on or under the subject properties of record in the Weld County Assessor ' s Office : Name : Ted E. Amsbaugh Address : 405 Urban St. , Suite 302, Lakewood, Colorado 80228 Name : Pooling Agreement through Barrett Energy Company Address : Suite 112, 405 Urban Street, Lakewood, Colorado 80228 Name : Address : I hereby depose and state under the penalities of perjury that all state- ments, proposals and/or plans submitted with or contained within this application are true and correct to the best of my knowledge. — -COUNTY OF WELD ) 4 STATE OF COLORADO ) Signature : er or Au or ze Agent Subscribed and sworn to -before me this / ' day of -e-re , 19,977 SEAL /4"/) VARY PU$L7^ , i- My commission expires : ,?X 2S--- /9 -.PA - 1 - LEGAL DESCRIPTION All that portion of the Northwest one-quarter of Section 30, Township 1 North, Range 66 West of the Sixth Principal Meridian, Weld County, Colorado, being more particularly described as follows: Beginning at the North one-quarter corner of said Section 30, whence the North- west corner thereof bears South 89°30'53" West with all bearings herein relative thereto; thence along the North-South centerline of said Section 30: 1) South 00°04'50" West a distance of 1918.51 feet; thence leaving said North-South centerline 2) North 38°36'02" West a distance of 242.96 _feet; thence 3) North 17°36'53" West a distance of 178.95 feet; thence 4) North 09°23'47" West a distance of 178.39 feet; thence 5) North 02°22'54" West a distance of 471.40 feet; thence 6) North 02°54'13" East a distance of 100.18 feet; thence 7) North 08°55'04" East a distance of 106.25 feet; thence 8) North 00°20'51" West a distance of 200.29 feet; thenc-e 9) North 03°28'31" East a distance of 98.78 feet; thence 10) North 16°49'17" East a distance of 99.60 feet; thence 11) North 17°09'37" East a distance of 325.43 feet to the North line of said Section 30; thence along said North line 12) North 89°30'53" East a distance of 105.99 feet to the Point of Beginning, containing 8.930 acres more or less. - 2 - AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Application No. , Subject Property C&M Industrial Rezoning, Section 30, TIN, R66W STATE OF COLORADO ) ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names , addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of property (the surface estate) within • five hundred (500) feet of the property subject to the application. This list was compiled from the records of the Weld County Assessor, or an ownership update from a title or abstract company or attorney, derived from such records , or from the records of the Weld County Clerk and Recorder. The list compiled from the records of the Weld County Assessor shall have been assembled within thirty (30) days of the application submission date. V— /x �' ✓ ' The for going instrument was subsccrii ed and sworn to before me this /0 day e� , 192/_by 1�-77et pf les WITNESS my hand and official seal . My Commission expires : 4/Q? Notary Public 7//Q 4,:tie.,, ,O, /..... ,,,a, e, NAMES OF OWNERS OF PROPERTY WITHIN 500 FEET Please print or type NAME ADDRESS, TOWN/CITY, ASSESSOR'S PARCEL STATE AND ZIP CODE IDENTIFICATION # P.O. Box 315 C&M Sand Co. Boulder, Colorado 80306 62147130000005 P.O. Box 315 C&M Sand Co. Boulder, Colorado 80306 62147130000006 P.O. Box 315 C&M Sand Co. Boulder, Colorado 80306 62147130000010 David B. Nystrom P.O. Box 313 David H. Stainton Boulder, Colorado 80306 62147130000084 12563 Weld Cty. Rd. 6 Joseph F. Mollendor Brighton, Colorado 80601 62147119000010 2269 Highway 85 - Frank Damiana Ft. Lupton, Colorado 80621 62147119000006 NOTE: C&M Sand Co. and Nystrom/Stainton have both sold their interest in the property to C&M Ready Mix Concrete Co. of Boulder (the applicant). These ownership changes have not been made in the Assessor's office. - 4 - AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Application No. _ Subject Property C&M Industrial Rezoning, Section 30, TIN, R66W STATE OF COLORADO ) ss . COUNTY OF WELD ) THE UNDEPSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the records in the Weld County Clerk and Recorder's Office, or from an ownership update from a title or abstract company or an attorney. The foregoing ins ument was subscribed and sworn before me this / day of c�t2_ , 19/7 By J/t/�/d ,G. .J1'qy WITNESS my hand and official seal . 1 My Commission expires : � P S� Notary Public 3/��e /y ^ _ 5 _ 064 g--0 LIST OF MINERAL OR SUBSURFACE OWNERS Gas and oil rights leased to: Ted E. Amsbaugh 405 Urban St. , Suite 302 Lakewood, Colorado 80228 Pooling Agreement through: Barrett Energy Company 405 Urban Street, Suite 112 Lakewood, Colorado 80228 - 6 - C & M INDUSTRIAL REZONING District Z- to 12 4\ S 89'30'53"41 f N 1/4 COR. SEC. 30 NORTH UNE SEC.30 FD. 1 3/4" PPE POINT OF MI COR. SEC. JO 11 BEGMNMq FOUND AXLE 10 LEGEND � FOUND CONTROL Y0F1.--As Noon 9 C SETATON.--PN/CAP P.LS. 13446 $ PONT OF BEGINNING--FD. YON.AS NOTED a 0 SCALE 1" " 300' JO8 NUMBER: 1-4093 - MATE PREPARED: 5-21-84 1.930 AC. 0 © N-S C/1.-EC. 30 4 2 S 1/4 CON. SEC. 30,T IN, H 8814, 8Hi P.Y. FOUND CHISELED "+" 41 COMMIE LEGAL DESCRIPTION All that portion of the Northwest one-quarter of Section 30, Township 1 North, Range 66 West -of the Sixth Principal Meriiiian, Weld County, Colorado being more particularly descrihed as follows: Beginning at the North one-quarter corner of -said Section 30, whence the Northwest corner thereof hears South 89°30'53" West with all bearings herein relative thereto; thence along the North-South centerline of said Section 30: 1) South 00°04'50" West a distance of ___ 1918.51 feet; thence leaving said North-South centerline 2) North 38°36'02" Test a distance of 242.96 feet; thence 3) North 17°36'53" West a distance of 178.95 feet; thence 4) North -09°23'47" West a distance of 178.39 feet; thence -5) North 02°22'54" West a distance of 471.40 feet; thence 6) North 02°54'13" East a distance of 100.18 feet; thence 7) North D8°55'04" East a distance of 106.25 feet; thence 8) 14orth D0°20'51" West a distance of 200.29 feet ; thence 9) North 03°28'31" East a distance of 98.78 feet; thence 10) North 16°49'17" East a distance of 99.60 feet; thence 11) North 17°09'37" East a distance of 325.43 feet to the North line of said Section 30; thence along said North line 12) North 89°30'53" East a distance of 105.99 feet to the Point of Beginaiag containing 8.930 acres more or less. - 8 - 1 of 2 SURVEYOR'S CERTIFICATE: I hereby certify that this plat was prepared under -my supervision; and that the same is correct Co the best of my knowledge and bellOPOMMMON4v COLORADO RLS NO. /fl it. ,7 18982 Z:g T: a� ij PROPERTY OWNERS APPROVAL: C&M Ready Mix Concrete Co. of Boulder, being the i ......fweeeP\y.•• -sole owner in fee of the above described property, does hereby request the /'//bIllie�0, �y zoning as shown on the attached map. C&M RLLY MiX CON R E C OF BOULDER BY: 06141 4 Davdd B. Nystrom, President , e toregoing ,certification was acknowledged before me this .. ] -day of w A.D. , 1984. Witness my hand and seal. /;/g i 4#41 !i expires: / , 4, ,s s _,_ .-/et / ,zte--- _ AKfifi: o y Pu is e ,CJc4-c--e_4.1,9A CGti & &'/ PLANNING COMMISSION CERTIFICATION: This is to certify that the Weld County Flanning Commission does hereby recommend to the Board of Commissioners, Weld County, Colorado for their confirmation, approval and adoption of this Zone Change as shown and described hereon this day of , 1984. Chairman, Planning Commission BOARD OF COUNTY COMMISSIONERS CERT1T1CATION: This is to certify that the -Board of County Commissioners, Weld County, Colorado do hereby confirm, approve and adopt this Zone Change as shown and described hereon this day of , I984. ATTEST: County Clerk _Chairman, -Board of Co. Commissioners -RECORDED: Deputy DATE: - -9 - 2 of 2 Statement that Proposed Rezoning is Consistent with Changing Conditions in the Area: Although the existing zoning on _this site is agriculture, the soils are described by the Soil Conservation Service as being poorly drained and subject to flooding. These soils cannot be used for crop Troduction without being drained. Such soils are usually capable of supporting rangeland and some wildlife. Obviously, this area is too small to be used for rangeland, and adjacent industrial uses and traffic on U.S. Highway 85 will -prevent use of the site by wildlife. On this particular site, the area for which rezoning is requested has been excluded from the flood plain by the construction of a dike-like barrier. The barrier was -built by the Mancini Feed Lot personnel during their cattle feeding operation on the site. The barrier has -been an effective control of the -flood waters, and has teen designated as the f loodway line by the Federal Emergency Management Agency (FEMA) . In practice, the groundwater nears the surface during peak runoff periods each spring. as noted in the soils report by -Empire Laboratories (Appendix B) , the area has been partially filled _with concrete -rubble, sand, gravel, and shale. For agricultural purposes, the parcel is unuseable, not only because of the swampy nature of the soils and the fill which has teen placed thereon, but also because it is isolated by the dike-barrier on the west and :by industrial zoning and development on the east. Sand and gravel mining west of the dike-barrier will probably eventually occur, which swill completely isolate this parcel and -make agricultural use totally impractical. The logically appropriate use of this parcel is industrial. -industrial zoning exists adjacent to the property as spell as in the surrounding area as shown on the vicinity map. - 10 - Statement Demonstrating How the Uses Will Be Compatible with Surrounding Uses As shown on -the vicinity map, much of the surrounding area is now zoned I-3. It is anticipated that future uses in the area will include outisde storage or possibly some manufacturing and warehousing, but with limited employees. Such uses are consistent with the existing uses in the area, i.e. , C&M's _concrete batching plant, Mobile Premix's concrete batching plant, and Rocky Mountain Ready-Mix's concrete batching plant. Several nil companies and oil related industries use the existing industrial zoning for storage and equipment repair and maintenance. - 11 - Availability of Water and Proposed Sewage Treatment The shape of this particular parcel, the existing soils conditions, and its seperation from the existing I-3 ground by the road (located beneath the present zoning line along the entire easterly boundary of the parcel) will greatly limit its uses. It is anticipated that when developed, this property will simply be added to the existing 1-3 ground and split into four lots (see sketch attached) . The area will require more fill before practical use can be made of it. Considerable filling has occurred over the past several years, and once filling is -completed, the parcel will most likely be used for parking or outside storage. If developed as anticipated, no construction of buildings or septic systems will likely occur on this property. As a result, the rezoning of this strip will generate no additional water or sewer demands. If, however, development of structures becomes desireable, severe soils limitations must be overcome. The soils limitations are described in the following section of this report. If such were to occur, water will be provided by shallow wells tributary to the South Platte. Sewage disposal would be handled by septic systems. An irrigation well owned by the applicant will undergo a change in use and change in point of diversion to provide water demands should this parcel require water service. The irrigation well is adjudicated to irrigate 28 acres and is currently augmented by Central Colorado Water Conservancy Dis- trict for 56 acre-feet, the estimated consumptive use of crops grown under this well. A copy of the well adjudication (amended, to show accurage location of the well and the land it irrigated) and the well registration are shown in Appendix A. It is anticipated the consumptive use of the well water when - 12 - used for irrigation will exceed the demands for water generated both on this property and the property to the south for which C&M is also seeking rezoning. Consequently, this well will be more than adequate to meet the needs of the industrial users. Regarding septic systems on this parcel, the soils investigations conducted by Empire Laboratories indicate that engineered systems will be required on this site due to slow percolation rates and high groundwater. - 13 - _ .-/„........\\ 0 44) M-?,aah /� �� 61LHANEy J. 7 I / _- -- - \ `,/DRAINAVE DITaH 24'R c / (i \. 1 \ �i ' i - WELL FIlLp II i( Il I 1 ) IeDITCH �.wll I ' I ' PRE 1 Z_3 /� REZor4sE / / 9+AG PL N, I. i I-3 I .� Ii // SITE , ANTIC IPAT4D 1 Iv / , , i DEVELbPE C " / I / I _ LpT LINE _ -_ •_ I I I i w H -I- ---- - I - I lit I v� \ > A WELLD6 I �` W ELooDWAY ,iI\\ 111 IIILINE - I,b \\ U! - =-_- - - . J Q WELLI - �I41 t I J I j ill 1 a i ii 3O I it .r L WELL* "P S'3 �i- WELL Is - � - V \ , , • A:.t)'.-Gi F % I t I —It I b. III oglLF 1 1-3 I 13 `. I! / _. .. , „....A/ Soils Investigations The soils on this property have been identified by the Soil Conservation Service as Aquolls and Aquents, gravelly substratum (3, see map attached) . In terms of building site development, these soils are rated -as -severe be- cause of the flooding nature of the soils (see table, page 17) . The geotechnical investigations performed by Empire Laboratories indicate that foundations must be constructed on undisturbed soil. However, the elevation of the groundwater is likely to interfere with standard foundation construction. Any structures proposed for this site must have foundations designed by an engineer. Complete results of the soils testing are shown in Appendix B. - 15 - x• 6+"a :9 1. c10 .Y�. \30 C *In f / V �. • - •. - 1 46 e- illp / 9 21 4 'f ® #O e, r J 66 38i - -4 .}a,• ..,��, :`..:39 I • .. . , + ` nom 1p � .. : fill ... x Creek iY.-T.i " . .. 1 • r • r.-er • \\ 1 't 'f \ +0' y� c 0 it 79 '; -?�.±�i^- / � .y.- 21 -76 µ:.ms ". 41 4 q riptee.,11APV- tet .t II, - 57 3 R A 4040,776 {t ' am - • �`.. + d"4 it 4. - . , cx, : ........\S9 :91 .1- ,2. -..\ B2 Y 9y i r d� V21r �.t .1 ,!- , . , . c 47 X �Ri�■r '- _ � � + 4,., * v, _ `fit A .„ I ₹.errs- J t4 -fo‘3,1/2, i t , . . sr .i- 1 . `4, d'r .bLA_ ± 4: . t %,- ti %àtk• T.2�lMJd�fiR`.d � i. 4R4:.— Its.- 411 .� f R.67 W I 12.66W — 16 — 1 14 V Y. 0 1 4--- N C__,- '—.—�--" I---1 - F----, •- 5 000 4 000 1(271 9 nnn 1 rm n ... . . —. .,_.. 5 000 Feet 100 SOIL SURVEY TABLE 6.--BUILDING SITE DEVELOPMENT [Some of the terms used in this table to describe restrictive soil features are defined in the Glossary. See text for definitions of "slight," "moderate," and "severe." Absence of an entry means soil was not rated] Soil name and Shallow Dwellings Dwellings Small Local roads map symbol excavations without with commercial and streets basements • basements buildings • 1 , 2 Severe: Moderate: :Moderate: Moderate: Moderate: Altvan cutbanks cave. shrink-swell. ; shrink-swell. shrink-swell. shrink-swell, frost action. 3': 1 Aquolls Severe: Severe: Severe: Severe: Severe: floods, floods, floods, floods, floods, wetness. wetness. wetness. wetness. wetness, frost action. Aquents Severe: Severe: Severe: Severe: Severe: floods, floods, floods, floods, floods, wetness. wetness. wetness. wetness. wetness, frost action. 4': Aquolls Severe: Severe: Severe: Severe: Severe: floods, floods, floods, floods, floods, wetness. wetness. wetness. wetness. wetness, frost action. Aquep" Severe: Severe: Severe: Severe: Severe: floods, floods, floods, floods, floods, wetness. wetness. , wetness. wetness. I wetness, frost action. 5 Slight Moderate: ;Moderate: .Moderate: ;Moderate: Ascalon low strength. low strength. low strength. I frost action, ' low strength. 6, 7 Slight Moderate: Moderate: Moderate: ;Moderate: Ascalon I low strength. , low strength. slope, I frost action , low strength. ; low strength. 8, 9----- -- Slight ;Moderate: ;Moderate: ',Moderate: :Moderate: Ascalon ; low strength. low strength. ' low strength, frost action, low strength. 10 Severe: Severe: Severe: Severe: Severe: Bankard cutbanks cave, floods. floods. floods. floods. floods. 11 , 12 ,Slight-- Slight Slight Slight ;:Moderate: Bresser frost action. 13 ;Severe: Moderate: Moderate: Severe: 1 Moder ate: Cascajo 1 cutbanks cave, slope. slope. : slope. I slope. ; small stones. , 14, 15 ;Slight Slight Slight Slight Moderate: Colby low strength. 16, 17 ;Slight Slight Slight Moderate: Moderate: Colby slope. low strength. 18': Colby :Slight Slight Slight Moderate: Moderate: slope. low strength. ; Adena ;Slight Moderate: Moderate: Moderate: ,Moderate: low strength. , low strength. low strength, - I low strength. slope. See footnote at end of table. - 17 - Statement Regarding Highway Facilities Ingress and egress to the property will be provided by Weld County Road 6, which runs east and west and is at the north end of the site. Weld County Road 6 is classified as "F-type, low pavement" by the _County. The access off Weld County Road 6 onto the property is approximately 500 feet west of the intersection of Weld County Road 6 and Highway 85. This inter- section has both acceleration and deceleration lanes. - 18 - -, CONCRETE& AGGREGATE MATERIALS if C & /-// Serving: Adams, Arapahoe, Boulder, Denver, companies Jefferson, Lorimer and Weld Counties HfP,_‘ POy7 DFFicr BOX 115 BOULDER COL OR0D0 S0106 May 17, 1984 Weld County Planning Commission Weld County Board of County Commissioners RE: Mineral Resource Statement for a portion of Section 30, T1N, R66W, Weld County Colorado. Dear Members: The subject parcels of land, approximately 32 acres total, are a part of a 180-acre tract adjoining the Platte River between Weld County Road 4 and Weld County Road 6. The property was purchased in 1979 with the intention of developing the high ground into industrial use(s) and mining the low ground for sand. Included in the purchase was an additional 35 acre parcel on the east side of Highway 85 which has been an active sand mine since 1955. A sand and gravel evaluation investigation was conducted on the entire property in the spring of 1983. The investigation consisted of drilling and logging 16 test borings utilizing a four-inch diameter continuous flight auger drill. The estimation of gradation and quality was determined from records kept of material samples taken from the existing C & M sand mine across Highway 85. The estimated quantity of in-place sand and gravel materials was determined from the results of the test borings. The estimated quantities do not consider any set back requirements, environmental preservation areas, utility easements or similar exclusions. Quantity of in-place material is estimated as follows: Area subject to rezoning: 32 acres Estimated quantity of sand & gravel: 2,300,000 tons Area not subjected to rezoning: 148 acres Estimated quantity of sand & gravel: 8,900,000 tons Total Brea: 180 acres Estimated quantity of sand & gravel 11,200,000 tons - 19 - "Companies That Care" Weld County Page 2 The gradation analysis for pit run aggregate from the existing sand mine indicates that the in-place material consists of approximately 15% coarse aggregate (#4+, U.S. Sieve Series) and 85% fine aggregates. Most sand and gravel operators would not consider mining a deposit containing less than 30% coarse aggregate because of the excess fines and waste material that is produced. The economic feasibility of mining this aggregate deposit is hampered by several factors: 1. The market demand has been, and will continue to be, for the coarse aggregate materials. 2. This deposit contains a relatively small percentage of coarse aggregate, and fine aggregate is readily available at locations much closer to the major market. 3. The costs to develop and produce the aggregate from this deposit would exceed the sales revenue at projected market prices. The subject property (32 acres) represents approximately 20% of the total aggregate deposit available at this location. The aggregate contained in the deposit is too fine to be economically mined under current market conditions. There is a vast quantity of similar aggregate available in the general area should market conditions change sufficiently to warrant extraction. It is my opinion that the mineral resource contained within the subject property does not meet the definition of a "Commercial Mineral Deposit" as defined in 34-1-302-1 CRS, 1973. Rezoning of the subject property, and elimination of the 2.3 million tons of aggregate material contained therein, would not hinder future availability of similar aggregate materials for the citizens of Weld County. Respectfully submitted, C & M COMPANIES Robert W. Lathrop Resource Manager RWL:vs - 20 - APPENDIX A SEP 02 ttLL DISTRICT COURT, WATER DIVISION I , COLORADO Case No. 80 CW76 (W-2518) CORRECTED DECREE OF THE WATER COURT CONCERNING THE APPLICATION FOR WATER RIGHTS OF: HAROLD F. BAUMGARTNER in WELD COUNTY THIS CHANGE, having been filed with the Water Clerk, Water Division I, on March 21, 1980 and originally filed in W-2518 on May 3, 1972 and the Court being fully advised in the premises , hereby find: does All notices required by law of the filing of this application have been fulfilled, and the Court has jurisdiction of this application. No statement of opposition to said application has been filed , and the time for filing such statement has expired. • All matters contained in the application having been reviewed, and testimony having been taken where such testimony is necessary, and such corrections made as are indicated by the evidence presented herein , IT IS HEREBY THE DECREE OF THE WATER COURT: 1. The name 'and address of the claimant : C & M Sand Company • P. O. Box 315 Boulder, Colorado 80306 2. The name of the structure : Baumgartner Well No. 2-6293 3. The legal description of the structure: As decreed in W-2516 Baumgartner Well No. 2-6293 was located in the SE. SEA, Section 30, Township 1 North, Range 66 West of the 6th P.M. , Weld County, at a point 990 feet North and 330 feet West of the SE Corner of said Section 30 . Changed to: SW;SE;, Section 30, Township 1 North, Range 66 West of the 6th P.M. , Weld County, at a point approximately 650 feet North and 50 feet East of the S; corner, Section 30. Case No. BO CW76 (W-2518) Page 2 Baumgartner 4 . The source of water: Groundwater 5. The date of appropriation: December 31, 1942 as decreed in W-2518 on April 18, 1979 . 6. The amount of water: 0. 89 cubic feet per second 7. The use of the water: New place of use to be on the E Wli and W;E1/2, Section 30 , limited to 28 acres together with waters from Baumgartner Well No. 1-6291. 8. The new place of use has historically been irrigated by Baumgartner Well No. 1-6291, therefore there will be no increased acreage. 9 . In no event shall this ruling and decree be subsequently construed as a plan for augmentation or as having relieved applicant of the need for same, or as in any other manner entitling applicant to pump said well without regard to the priority system. THE COURT DOTH FIND: A CLERICAL ERROR IN DATE OF APPROPRIATION IS HEREBY CORRECTED. AUG 291m 9 1933 Dated: ROB T RMAN —`'�- Watcr Judge Water Division No. I State of Colorado Lunn v(nek I S-56/2M STATE OF COLORADO DIVISION OF WATER RESOURCES OFFICE OF THE STATE ENGINEER Ground Water Section PERMIT TO USE GROUND WATER AND NOTICE OF WELL REGISTRATION To: Fred DeBet7 of Brighton Colorado. In accordance with the provisions of Section 2 of the COLORADO GROUND WATER LAW Well #13 The well situated _W;_ SE' Sect. 30, Two. IN, Roe, 66W. 6th P.M. -Has been regularly registered in this office and assigned No. 62'14, and this Permit is issued for the use described in the statement filed. DIVISION OF WATER RESOURCES Signed and Sealed in Denver, Colorado, OFFICE OF THE STATE ENGINEER this 10th day of October 19� `��J�� L State Engineer { i zed KEEP THIS AS A PERMANENT RECORD rri Authoorized Agent APPENDIX B REPORT OF A PRELIMINARY GEOTECHNICAL INVESTIGATION FOR C & M COMPANIES BOULDER, COLORADO PROJECT NO. 678-L-84 INDUSTRIAL PARK BRIGHTON, COLORADO BY EMPIRE LABORATORIES, INC. 1242 Bramwood Place Longmont, Colorado 80501 1 Table of Contents Table of Contents letter of Transmittal ii Report 1 Appendix A A-1 Test Boring Location Plan A-2 Key to Borings -A-3 Log of Borings -A-4 Appendix B B-1 Summary of Test Results B-2 Appendix C C-1 i 1 Empire Laboratories, Inc. GEOTECHNICAL ENGINEERING&MATERIALS TESTING P.O.Box 429•(303)484-0359 214 No.Howes•Port Collins,Colorado 80522 May 22, 2984 • C & M Companies P.O. Box 3Z5 Boulder, CO 80302 Attention: Mrs. Verna Sigg _Gentlemen: We are pleased to submit our Report of a Preliminary Geotechnical Investigation for the proposed Industrial Park to be located North of Brighton, Colorado. Based upon the findings of our subsurface investigation, it is our opinion that this site is suitable for the proposed construction, providing the design criteria and recommendations set forth in this report are met. The accompanying report presents the results of our subsurface investigation and our recommendations based on the results. Very truly yours, •�'N11RD J EMPIRE LABORATORIES, INC. y``�� ` ,c>` 4 � -\ y r Edward J. Pacts, P.E. sj Branch Manager , TP ... ,, r r • Reviewed by: j.,-,.a;-- .-S• � ` FQ'S °a t 4808 :*1 Chester C. Smith, P.E. ' 1v ,' ':• . t2 N!.•.� O •, 11!,•i• President c ; ,40 ire*; r Q /Pik 'fW,lur umtunt •.t O 14 PO ii ft y, Branch Offices ft P.O.Box 1135 P.O.Box 1744 P.O.Box 10076 * j Longmont,Colorado 80502 Greeley,Colorado 80632 Cheyenne,Wyoming 82003 ♦ 4 .7 (303)776-3921 (303)351-O480 (307)632-9224 j / Member of Consulting Engineers Council REPORT OF A PRELIMINARY GEOTECHNICAL INVESTIGATION SCOPE This report presents the results of a Preliminary Geotechnical Investigation prepared for the proposed Industrial Park to be located North of Brighton, Colorado. The investigation was carried out by • means of test borings and laboratory testing of samples obtained from these borings. SITE INVESTIGATION The field investigation, carried out on May 4, 1984 consisted of drilling, logging, and sampling eleven (11 ) 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 also presented in Appendix A. These logs illustrate the soils encountered, depth of sampling, and elevations of subsurface groundwater at the time of the investigation. All borings were advanced with a four-inch diameter, continuous- type, power-flight auger. The test borings were drilled to depths of three (3) to fifteen (15) feet. The drilling operations were performed under the supervision of a geotechnical engineer from Empire Laboratories, Inc. , who made a continuous visual inspection of the soils encountered. SITE LOCATION AND DESCRIPTION This investigation was performed on two (2) sites located on the west side of Highway 85 north of Brighton, Colorado. (1 ) The north site is a relatively level open site covered with concrete rubble, sand, gravel and shale fill . This site lies west of the C & M Concrete Batch Plant. This site exhibits poor drainage. The south site is a relatively level area west of the Mobile Premix Concrete Batch plant. A fenced oil equipment storage area exists in the center of this site. The remainder of the site is grass and -weed covered. This property exhibits poor drainage. LABORATORY TESTS AND EXAMINATIONS Laboratory testing and examination were performed on samples obtained from the test borings in order to determine the physical characteristics of the soils encountered. Moisture contents, -dry unit weights, unconfined compressive strengths and swelling potentials were determined. A summary of the test results is included in Appendix B. • SOIL AND GROllNDWATER CONDITIONS The soil profile at these sites consists of strata of materials arranged in different combinations. In order of increasing depth, they are as follows: (1 ) Topsoil : The south site is overlain by a layer of silty topsoil approximately six (6) inches thick. The upper three (3) to lour (4) inches of topsoil has been penetrated :y root growth and organic matter and should not be used as backfill or foundation bearing. (2) Fill : The north site is overlain by approximately two (2) feet of sand and gravel fill containing rubble. This -material should not be used beneath proposed buildings or pavement. (3) Silty Clay: Brown silty clay extends from beneath the topsoil at the south site to the underlying sand and gravel strata (2) at -depths of one (1 ) to fivE (-5) feet. This strata Exhibits moderate bearing characteristics. (4) Sandy Silty _Clay: Black or Crown sandy silty clay exists beneath the fill at the north site and -extends to the under:- lying sand and gravel strata at depths of four (4) to seven (7) feet. -This strata exhibits low tearing characteristics and poor _percolation characteristics. (5) Sand & Gravel : Tan silty sand and fine gravel extends from beneath the clay strata on bath sites to the depths Explored. This strata exhibits low to moderate bearing characteristics and good percolation characteristics. (6) Groundwater: At the time of our investigation, free ground- water was encountered at depths of six and one-half (63 ) to eight (-8) feet on the south site and one and -one-half (13) feet to two and one-hall (24) feet on the -north site. Water levels in this area are subject to change due to seasonal variations -and irrigation demands. RECOMMENDATIONS AND DISCUSSION It is our understanding that light industrial buildings will be constructed on this site. We further understand that septic systems will be required. Foundations Based on the proposed structures and the soil conditions encountered at the site, it is recommended that the structures be supported by conventional spread and/or strip footings placed on the original un- disturbed soil . All exterior footings should be placed a minimum depth of thirty (30) inches below grade for frost protection. When founded (3) at this level foundations at the north site may be designed for a maximum allowable soil bearing pressure of one thousand (1 ,000) to two thousand (2,000) pounds per square foot (dead load plus maximum live load. ) Foundations at the south site may be designed for a maximum allowable soil bearing pressure of two thousand (2,000) to three thousand (3,000) pounds per square foot (dead load plus maximum live load. ) Foundations on this site placed on the upper stiff clay strata should be designed for a minimum dead load pressure of five hundred (500) to one thousand (1 ,000) pounds per square foot to counteract swelling pressures which will develop if the subsoils become wetted. These bearing pressures are based on preliminary test data. Slabs on Grade The natural soil at these sites are adequate for supporting normal slab on grade construction. The fill containing rubble which exists on the north site should be removed from areas of proposed buildings and pavement prior to earth work. Septic Systems One (1 ) preliminary percolation test was performed on the north site and three (3) preliminary percolation tests were performed on the south site. An average percolation rate of one hundred and twenty (120) minutes per inch was recorded on the north site. Percolation rates of six (6) , six (6) and fifteen (15) minutes per inch were recorded on the south site. Subsurface water levels on the north site ranged from two (2) to five (5) feet and ranged from six and one-half (61 ) to eight (8) feet on the south site. Based on the preliminary percolation tests and existing water levels it is our opinion that engineered septic systems will be required on the north site. The need fnr engineered septic systems on the south site will depend primarily on the water level in the area of the proposed leach fields. (4) GENERAL COMMENTS It should be noted that this was a preliminary investigation and that the bearing capacities recommended in this report are based on preliminary -tests. Due to variations in soil conditions it is recom- mended that additional test borings be made prior to construction. Samples obtained from these test borings should be subjected to testing and inspection in the laboratory to provide a sound basis for determining the physical properties and bearing capacities of the soils encountered. (5) APPENDIX A. TEST BORING LOCATION PLAN WELD COUNTY \ \ ROAD 6 ✓o. / fie. ZI � II SCALE: /"-soo' 1 1 t\ U. S. HIGHWAY 85 /!• St No 8 -r-s 0.4 JAL N .4 S 0.3 WELD COUNTY ROAD 4 q EMPIRE LABORAT7ORIES, INC. N9 KLY TO BORING LOGS j+ �/ �� TOPSOIL ligGRAVEL FILL all SAND& GRAVEL arloso er SILT ® SILTY SAND & GRAVEL 1 1 CLAYEY SILT COBBLES i� SANDY SILT Si SAND,GRAVEL & COBBLES i i ro CLAY WEATHERED BEDROCK ma // ' SILTY CLAY -- SILTSTONE BEDROCK 0 SANDY CLAY CLAYSTONE BEDROCK SAND • • • SANDSTONE BEDROCK • 7, SILTY SAND �� LIMESTONE . all ral Pind CLAYEY SAND =:t GRANITE SANDY SILTY CL.AY ■ ' SHELBY TUBE SAMPLE EiSTANDARD PENETRATION DRIVE SAMPLER WATER TABLE 4 days AFTER DRILLING C HOLE CAVED 5/12 Indicates that 5 blows of a 140 pound hemmer falling 30 inches was required to penetrate 12 inches A-3 ,__.__ _ __ ____—..._—. F PIRr LAOCn ATORIFS INC. LOG OF BORINGS DEPTH No. / No.2 No•3 No.4 0 ..----. 5/12 13 12 5 • 42/12 . ' Si, — , • _/ / . / / Q 12/124'. . • 5/124/ / 7/121. ' = /�- 15 44/ I2�• . 40/121. / 28/121. . ' A-4 EMPIRE LABORATORIES, INC. LOG OF BORINGS PEPTN No.S N..G ,✓o. 7 .Vo. e 0 •v, ./ 1 .i/ ,/ ✓TTY .,- 7 / • / 9/12? / � f 5 J / 25/12 / • / / .- • / / � -. v . / _ v f 9/12 ' •�./ / - 8/124/ . _, - •A x- / ; 10 / , / / / ' J . • / / . . / / I 21 /124' . ' 15 28/12 / A-5 EMPIRE LABORATORIES, INC. LOG OF BORINGS P71-1 Ado. 9 Esa o. // 0 ✓ / • ✓/ .i ..1/ ✓ / / ; / , 1, I / 9112 j• ! 9/12k, �, / , 5 I ' / • • / , • / I / / • /- l • / , 7.7 9/12A / 13/12 q./ ' Q /, � . / . / , — . / 10 / 1 / . /- / • / • o • / / 15 5/12 . • 25/12/ ' A-6 EMPIRE LABORATORIES, INC. . APPENDIX B. PERCOLATION SUMMARY Percolation Rate Boring Number Minutes per Inch 2 120 B b 8 15 11 b B-2 i i N N N N N N N N N N N N N N N N N N N N N I r^ r- r r r r r r r- r r r r r r r r r r r r \\\ \\\ \\\ \\\ \\\ \\\ \\\ l() If) erer NI\ O MNCO 01Or l!) C11pO OiO1 {() ZJ1M1A ��.., CI- r N N N N T N LX $1, CD ii i 11 to $3 61 .44``x ck 4 1 U) j I- -J- - D Cl, U U) 2 CC I F. w C E W 0 ct LL ! i cc o .!i O ca CC Q ku cc r O O a tr) J l W y _ v o 0. r- g O O O I u) r t0 N N t0 et' M I. CO - M e46i N. CD Cn O � O r E In — V N. C)1 r It) r M CO t0 01 O 01 r Q)0) et M r t\ N. M 10 O M r LO OD CO Gf 01 tf)O M N N. r 01 IN r N r— r tv r r 000 • 000• 000 • 000 • 000• CD 000 • 00 • • Li) • It) . I4) L) • L() . kr) • • S- ) - CO --- -v. to co r (v) N. r— M of CO r er Lc cO r ('7 •z3- CO r-- �Q r— g'�~' I I I I I I I I I I I I I I I I I J I I I I I I III O O 0 0 O O O O 0 0 0 0 O O O O O O O O O O O O O O O T r r r r r d • S O r M Cr l . 010 I1 — D2 APPENDIX C. APPENDIX C. Suggested Specifications for Placement of Compacted Earth Fill and/or Backfills. GENERAL A soils engineer shall be on-site to provide continuous observation during filling and grading operations and shall be the owner's repre- sentative to inspect placement of all compacted fill and/or backfill 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. MATERIALS Soils used for all compacted fill and backfill shall be approved by the soils engineer prior to their use. The upper two (2) feet of compacted earth backfill placed adjacent to exterior foundation walls shall be an impervious, nonexpansive material . No material , including rock, having a maximum dimension greater than six inches shall be placed in any fill . Any fill containing rock should be carefully mixed to avoid nesting and creation of voids. In no case shall frozen material be used as a fill and/or backfill material . PREPARATION OF SUBGRADE -All topsoil , vegetation (including trees and brush), timber, debris , rubbish, and other unsuitable material shall be removed to a depth satisfactory to the soils engineer and disposed of by suitable means before beginning preparation of the subgrade. The subgrade surface of the area to be filled shall be scarified a minimum depth of s.ix inches, moistened 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. C-2 PLACING FILL No sod, brush, frozen or thawing material , or other unsuitable material shall be placed in the fill , and no fill shall be placed during unfavorable weather conditions. All clods shall be broken into small pieces, and 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 compacted fill . Each layer shall be thoroughly blade mixed during spreading to insure uniformity of material and moisture in each layer. Prior to compacting, each layer shall have a maximum thickness of eight inches, and its upper surface shall be approximately horizontal . Each successive 6" to 8" lift of fill being placed on slopes or hillsides should be benched into the existing slopes, providing good bond between the fill and existing ground. MOISTURE CONTROL While being compacted, the fill material in each layer shall as nearly as practical contain the amount of moisture required for optimum compaction 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, C 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 effective weight can be increased. MOISTURE-DENSITY DETERMINATION Samples of representative fill materials to be placed shall be furnished 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 owner, the project engineer, and the contractor. These test results shall be the basis of control for all compaction effort. 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. Sufficient density tests shall be made and submitted to support the soils engineer' s recommendations. The results of density tests will also be furnished to the owner, the project engineer, and the contractor by the soils engineer. Hello