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Home My WebLink About840316.tiff RESOLUTION RE: APPROVAL OF USE BY SPECIAL REVIEW FOR AN ANIMAL RESEARCH FACILITY - TECH AMERICA GROUP, INC . 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 held a public hearing on the 14th day of March, 1984 , at the hour of 2 : 00 o' clock p.m. in the Chambers of the Board for the purpose of hearing the application of Tech America Group, Inc. , 225 Com- merce, P.O. Box 2211 , Fort Collins , Colorado 80521 , for a Use by Special Review for an animal research facility on the follow- ing described real estate, to-wit: Part of the SWa of Section 3 , Township 7 North, Range 67 West of the 6th P .M. , Weld County, Colorado WHEREAS, Section 24 . 4 . 2 of the Weld County Zoning Ordinance provides standards for review of said Use by Special Review, and WHEREAS, the Board of County Commissioners heard all of the testimony and statements of those present, has studied the re- quest of the applicant and the recommendations of the Weld County Planning Commission and all of the exhibits and evidence pre- sented in this matter, and having been fully informed, finds that this request shall be approved for the following reasons : 1 . The submitted materials are in compliance with the application requirements of Section 24 . 7 of the Weld County Zoning Ordinance. 2 . It is the opinion of the Board of County Commissioners that the applicant has shown compliance with Section 24 . 4 . 2 of the Weld County Zoning Ordinance as follows : a. The proposal is consistent with the Weld County Comprehensive Plan. The Comprehensive Plan supports the expansion and development of agri- business and agriculturally oriented industry as long as they do not adversely affect the total economy or environment. b. The proposed use is an agricultural activity and, therefore, is consistent with the intent of the Agricultural Zone District. c. The uses permitted would be compatible with sur- rounding agricultural land uses and with future LHR 151 70--,0545 840316 Page 2 RE: USR - TECH AMERICA GROUP, INC . development of the surrounding area as permit- ted by the Agricultural Zone District. d. No overlay districts affect the site . e. Use by Special Review Operation and Design Standards provide adequate protection of the health, safety and welfare of the neighborhood and County. NOW, THEREFORE, BE IT RESOLVED by the Board of County Com- missioners of Weld County, Colorado, that the application for a Use by Special Review for an animal research facility on the hereinabove described parcel of land be, and hereby is , granted subject to the following conditions : 1 . The attached Standards for Use by Special Review be adopted and placed on the Use by Special Review plat prior to recording. 2 . No building or electrical permits shall be issued for the Use by Special Review Permit area until the Standards for the Use by Special Review have been placed on the Use by Special Review plat and the plat has been delivered to the Department of Planning Services Office. 3 . Prior to recording, the Use by Special Review permit map shall be corrected to show the access and access roadway as approved by the Poudre Fire Authority District. The above and foregoing Resolution was , on motion duly made and seconded, adopted by the following vote on the 14th day of March, A.D. , 1984 . /,� BOARD OF COUNTY COMMISSIONERS ATTEST: � rih4t1/W+ttts►d WELD COUNTY, COLORADO Weld County Clerk and Recorder / and Clerk to the Board Norman Carlson, Chairman D puty County erk SLASti%a".# ‘ qu ine o nson, Pro-Tem APPROVED AS TO FORM: AXe a 613 Gene R. Brantner ID74-14,64„.._ County Attorney Chuck Carlson Jo T. Martin 032184 AMENDED OPERATION STANDARDS Tech America Group, Inc. U.S.R. - 607:84:3 1. The uses permitted shall be an animal research facility as described in the application materials on file with the Department of Planning Services. 2. The livestock run-off pond shall be designed and constructed according to the Colorado Department of Health's Guidelines for the Design of Feedlot Runoff Containment Facilities. Prior to start-up of the facility, the run-off pond shall be approved by the Colorado Health Department, Water Quality Control Division. No livestock run-off from the Use by Special Review area shall enter the ditch maintained by The Water Supply and Storage Company. 3. The individual sewage disposal facility shall be engineer-designed and approved by the Weld County Board of Health. 4. The access and access roadway shall be approved by the Poudre Fire Authority District prior to start-up of the facility. 5. An adequate water supply on the Use by Special Review area shall be approved by the Poudre Fire Authority District prior to start-up of the facility. 6. The applicant shall comply with the design standards for the Use by Special Review, Section 24.5 et seq. , of the Weld County Zoning Ordinance. 7. The applicant shall comply with the Operation Standards for Uses by Special Review, Section 24.6 et seq. , of the Weld County Zoning Ordinance. 8. Representatives or members of the Weld County Health Department and Weld County Department of Planning Services shall be granted access onto the site at any reasonable time in order to insure the operations carried out on the site comply with the Operation Standards stated hereon and all applicable Weld County Regulations. 9. The Use by Special Review shall be limited to the plans shown hereon and governed by the Standards as stated above and all applicable Weld County Regulations. Any material deviations from the plans and/or Standards, as shown or stated above shall require the approval of an amendment of the Permit by the Weld County Planning Commission and the Board of County Commissioners before such changes from the plans and/or Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 10. The property owner and/or operator of this operation shall be responsible for complying with all of the above stated Standards. Noncompliance with any of the above stated Standards may be reason for revocation of the Permit by the Board of County Commissioners. 11. A soil erosion plan shall be submitted to and approved by the West Greeley Soil Conservation District prior to start—up of the operation. HEARING CERTIFICATION DOCKET NO. 84-10 RE: USE BY SPECIAL REVIEW, ANIMAL RESEARCH FACILITY, '1'Ei.H AMERICA GROUP, INC. A public hearing was conducted on March 14 , 1984, at 2:00 P.M. , with the following present: Commissioner Norman Carlson, Chairman Commissioner Jacqueline Johnson, Pro-Tem Commissioner Gene Brantner Commissioner Chuck Carlson Commissioner John Martin Also present: Acting Clerk to the Board, Mary Reiff Assistant County Attorney, Lee D. Morrison Planning Department Representative, Rod Allison The following business was transacted: I hereby certify that pursuant to a notice dated February 27, 1984, and duly published in the LaSalle Leader on March 1, 1984, a public hearing was held con- cerning the Use by Special Review, requested by Tech America Group, Inc. , for an animal research facility. Lee Morrison, Assistant County Attorney, read this request into the record. Rod Allison, Planning Department representative, road the favorable recommendation from the Planning Commission, along with the eleven proposed Operation Standards, into the record. Mr. Allison stated that the Planning Department is recommending that the last sentence of Operation Standard #2 be amended to read: "No livestock run-off from the Use by Special Review area shall enter the ditch maintained by The Water Supply and Storage Company." Tom Norton, engineer representing Tech America Group, Inc. , reviewed the site plans for this facility. He further stated that the applicant has re- viewed the proposed Operation Standards and has no problem with them. Dr. Steve Stroh explained that his company tests already manufactured vaccines and pharma- ceuticals for safety and also does research testing on the development of new vaccines and pharmaceuticals. Dr. Stroh stated they are regulated by the USDA Animal Plant Health Inspection Service, by another branch of the USDA, and by the Health and Human Services. Commissioner Johnson ctuestioned the holding pond which will hold run-off water. In response to Commissioner Brantner's question concerning pathogenic organisms which might be present in the pond, Dr. Stroh presented the Board with a list of organisms which are to be used, stating that the USDA would have to be notified if there are any deviations from this list. Further discussion was held concerning the testing to be done and the precautions which will be taken. Mr. Morrison asked if the applicant is aware that approval of this Use by Special Review will not affect the drilling rights of mineral owners of this property, and the applicant stated that would not create a problem. Commissioner Brantner moved to approve the Use by Special Review for an animal research facility requested by Tech America Group, Inc. , based upon the recommendation of the Planning Ca mission, toiinclude the Operation Standards, with Operation Standard #2 amended as requested by the Planning Department. Commissioner C. Carlson seconded the motion, which carried unanimously. APPROVED: AITmST: "niQ 4 BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO Weld County Clerk and Recorder i� GJ�T r►.�c._ C .. and Clerk to the Board Norman Carlson, Chairman U Deputy County C erk I Ja•• el Johns n r EactistGu.- Gene R. Brantner TAPE #84-19 Chuck DOCKET #84-10 LHR 151 J T. Martin 032184 ATTENDANCE RECORD DATE: March 14 , 1984 TODAY' S HEARINGS ARE AS FOLLOWS: Docket #84-10 - Tech America Group, Inc. - USA, Animal Research Facility 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 ADDRESS HEARING ATTENDING 7ad q / /y/ / /J//,,,�72r(f�;.0e4Zs 1i leel �c�/l/�l� ICG- mEmoRAnDum ��• To Cnmmi44innerc Date March 14 , 1984 COLORADO From Clerk to the Board subject: Letter from Champlin re :Tech America USR Application The attached letter was received today concerning the Tech America hearing which is scheduled for this afternoon. 1 Affidavit of Publication STATE OF COLORADO. 1. ss taunt), of Weld. 3 LC 1)_ x >✓) ci Q-L4n of c said County c: Weld. being duly sworn. say that LEM NOTICE I am bhsner ooff �, ' I NOIIII/ CE ' ' �X lc ) ..e'+a y Pursuant to ne ionise laws of Me S Slate of C and the Weld That the same is a weekly newspaper of general County Zoni NON,a public TNaritg will d in Me Chem circuienon d noted end published in the hers at the ' of County ill/.Ct Comma ''Weld CeeitY. town of r' -� �'�� Colorado,W�unty Centennial in said county and state: that the notice or adver- Center, 915 Street, Greeley, tisemeni. of which the annexed is a true copy. admiperst"a/ _ sinerist All Ciie its in an' interested In . hos been published in said weekly newspaper the Mn Be. fat Review are rntSeted to and may be for / consecutive �' weeks- that thr notice was published in the BE IT ALSO.y:::;•WN that the lent regular and entire issue of every number of said and manila fled by the Weld newspaper during the penod and lime of be. e Pied Rihe entrained' cation of said nonce and in the newspaper Clerk to rd of Cetntty proper and not in a supple:nent thereof: :hal the Commis Center,n W Weld Comma ate0 in,he Weld list publication of said nonce was contained in Street,Third ,Braley.Colo- the/issue of d, ewspaper hearing date the/ redo' —/—.... day of 0A-P_Ia.i A.D.. 19y--.s- APPLICANT Tederlu Group,Inc. and the last pubi:cgticn thereof, in the issue at ',=1.4 22S Commerce s ld m apcper bearing date. the �_ day c: P.O.Box0711 $f I vii Fort--aqr- nioraso 10571 7 .. 19 that Ilia�,/s/paid DOCKET: Ni)�a. `y/-") iaf& - Yea C42 DATE: Mar**, 1911 /l�A cL / TIME: 2:W has been published continuously and uninterrupt- -. Amity during the period of at least fifty-two can- itEnnial l Review y Special -AiUE facility ;ecutive weeks next prior to the first issue thereof -- containing said nonce or advertisement above LEGAL DES¢RIPTION referred la: and that said newspaper was at the - put of ray, Section 3, time of each of the publications of said notice. Township 7l�.Range 67 Walt of -duly qualified tar that purpose within the mean- M� P.M.4 d County, Colo- -duly ing of an act, entitled. "An Act Concerning Legal Notices, Adveniaementa and Publications, and § RDOF COUNTY MMISSIONERS the Fees of Printers and Publishers thereof, and WELD CTY COLORADO �C to Repeal all Acts and Parts of Acts in Conflict BY:MAR .N FEUERSTEIN with the Provisions of this Act." approved April 7. TY CLERK AND CL TOME BOARD 1921, and all amendments thereof. and particu- tarty as amended by an act approved. March 30. BY:Mary Reiff,Deputy 192 an act approved May 1 931. RATIO: Febre4ry 27, 1914 Published I s LaSalle LWOW Thursday, Mew 1, 1111. Pub' er Subscribed d sworn to before me this day cf A.D.. 19 XV . . 7//l JJ , _ My commission expires //_ 7' f, ELLZABE'1H MASSEY Notary Public 22019 W.C.RD. 54 GREELEY, CO 80631 / y/c /1--57 AFFIDAVIT OF PUBLICATION STATE OF COLORADO 1 } ss, COUNTY OF WELD��11 I INab faNf8F�a 1, e.Q g c.dui wor say tha_ I of said County of er Colorado ��e! Weldlaws of�S Stun of Weld, being duly sworn, say that I am office manager sad e el h° RG ftlr he in ��t Weldthe Cham6era �° Beard' Cooty THE WINDSOR BEACON, INC. C�Centennial Cen Street. Grin ter. 15 100, ey, Colorado, a um e a weekly newspaper having a general circulation in specified. au pe said County and State, published in the town of interested 11888 By Special auare WINDSOR, in said County and State: and that the regeesteato attend and may be bero6. notice, of which the annexed is a true copy,BELT ALSO KNOWN that the teal��aaappp_ __.. has bees SO certified by the Weld Co the Clerk may bthe�Bwrd of C published in said weekly for ___� successive the Clerk to of Cell - - Commissioners, baited in the Weld Cell weeks, that the notice was published in the regular Centennial,Center, 915 10th Sub*.Third and entire issue of every number of the papere during Floor,S.reeley,Colorado. -DOCKET NO.8440 �. the period and time of publication, and in the rtewe- TeehAmai�a paper proper and not in a supplement, and that the 7� first publication of said notice was in said paper bear- P.0" ing the date of the Fort DATE,March 14, 986 Coals, -Rt7l J ERQ _t`� by Special *s Review. . /-_.-. day of ..... A.D., 1 p....4 " reerteteRI _LEGAL 11EgCRLpit : id the last publication bearing the date of the Art of the SWY.,O*lion 3, Telsede 7 Romer 67 Wert of the 6th P oY Toanh Coforado. BOARD OF COUNTY commS9I*ERS day of A.D. 19............ ,---...i....- WELD C ANNCOY,,•E and that the said "WINDSOR DEACON" has been COUNTY CLERK AND gg published continuously and uninterruptedly for the AND CLERK TO TKO ARD period of 52 consecutive weeks, in said County end DATED:February 27 RTe Mary Rels,.Depoty State, prior to the date of first publication of said ,1986 notice, and the same is a newspaper within the mean- PUBL1SREDt March 1 1994,ht the MS* in of an Act to regulate Loader. B gu printing of legal notices •-_____.t and advertisements. approved May 18, 1931, and all r » , prior arts is me :IN iapprov • l O. I J MANAGER u}scribed and ,.,.',ni in h L��. afore mP �'r. c J� Pl/TARY P1JIM IC My n1n1S W(D e,:; er ?) �t1 '� ' i /�i, _ ._ NOTICE Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning Ordinance, a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado , Weld County Centennial Center., 915 10th Street, Greeley, Colorado, at the time specified. All persons in any manner interested in the Use By Special Review 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. DOCKET NO. 84-10 APPLICANT Tech America Group, Inc. 225 Commerce P .O. Box 2211 Fort Collins , Colorado 80521 DATE: March 14 , 1984 TIME: 2 : 00 P.M. REQUEST: Use By Special Review - Animal research facility LEGAL DESCRIPTION _Part of the SW4, Section 3 , Township 7 North, Range 67 West of the 6th P.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: Mary Reiff, Deputy DATED: February 27 , 1984 PUBLISHED: March 1 , 1984 , i-n the LaSalle Leader /Of] /t-/ DATE : Febr ry 27 , 1984 rO: The Board of County Commissioners Weld County, Colorado ROM: Clerk to the Board Office commissioners : If you have no objections, we have tentatively set the following hearing for the 14th day of March, 1984 , at 2 : 00 P .M. Docket No. 84-10 - Tech America Group, lnc. , USR-Animal research facility • • O E OF THE CLERICNTO THE BOARD ( BYSDrM /� y( i�c Deputy The above mentioned hearing date and hearing time may be scheduled on the agenda as stated above. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO • it .(6'r .t;, '1-- 1. i5I, FEB 2 4 1984 BEFORE THE WELD COUNTY, COLORADO PLANNING COMM GHCELt Y, COLO. -RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Jack Holman 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: U.S.R. 607:84:3 NAME: Tech America Group, Inc. ADDRESS: 225 Commerce, P.O. Box 2211, Ft. Collins, CO 80521 REQUEST: A Use by Special Review Permit for an Animal Research Facility. LEGAL DESCRIPTION: Pt. of the SW2 of Section 3, T7N, R67W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately 5.5 miles north of Severance; north of Weld County Road 84 and east of Weld County Road 19. be recommended favorably to the Board of County Commissioners for the following reasons: 1. The submitted materials are in compliance with application requirements _of Section 24.7 of the Weld County -Zoning Ordinance. 2. It is the _opinion of the Planning Commission that the applicant has shown compliance with Section 24.3. 1 -et seq. of the Weld County Zoning Ordinance as follows: - The proposal is consistent with the Weld County Comprehensive Plan. The Comprehensive Plan supports the expansion and development of agri-business and agriculturally oriented industry as Jong as they do not adversely affect the total economy or environment; - The proposed use is an agricultural activity and therefore is consistent with the intent of the agricultural zone district; - The uses permitted would be compatible with surrounding agricultural land uses and with future development of the -surrounding area as permitted by the agricultural zone district; - No overlay districts affect the site; - Use by Special Review Operation and Design Standards provide adequate protection of the health, safety and welfare of the neighborhood and County; The Weld County Planning -Commission recommendation for approval is conditional upon the following: 1. The attached Standards -for Use by Special Review be adopted and placed on the Use by Special Review plat prior to recording. 2. No building or electrical permits shall be issued for the Use by Special Review Permit area until the Standards for the Use by Special Review have been placed on the Use by Special Review plat and the plat has been delivered to the Department of Planning Services office. 3. Prior to recording, the Use by Special Review permit map shall be corrected to show the access and access roadway as approved by the Poudre _Fire Authority District. U.S.R. 607:84:3 Tech America Group, Inc. A Use by Special Review Permit for an Animal Research Facility Pt. of the SW1 of Section 3, T7N, R67W February 21, 1984 Page 2 Motion seconded by: Sharon Linhart Vote: For Passage Against Passage Jack Holman Louis Rademacher Bill McMurray Sharon Linhart James Docheff Doug Graff Lydia Dunbar 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, 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 February 21, 1984 and recorded in Book No. IX of the proceedings of the said Planning Commission. Dated the 22nd day of February, 1984. o Dab S-ecretary I OPERATION STANDARDS Sech America Group, Inc. U.S.R. - -607:84:3 1. The uses permitted shall be an animal research facility as described in the application materials on file with the Department of Planning Services. 2. The livestock run-off pond shall be designed and constructed according to the Colorado Department of -Health's Guidelines for the -Design of Feedlot Runoff Containment Facilities. Prior to start-up of the facility, the run-off pond shall be approved by the Colorado Health Department, Water Quality Control _Division. No livestock run-off from the Use by Special -Review area shall enter the larimer Canal. 3. The individual sewage disposal facility shall be engineer-designed and approved by the Weld _County Board of Health. 4. The access and access roadway shall be approved by the Poudre Fire Authority District prior to start-up of the facility. 5. An adequate water supply on the Use by Special Review area shall be approved -by the Poudre Fire Authority District prior to start-up of the facility. 6. The applicant shall comply with the design standards Tor the Use 'by Special Review, Section 24.5 et seq. , of the Weld County Zoning Ordinance. 7. The applicant shall comply with the Operation Standards for Uses by Special -Review, Section 24.6 et seq. , of the Weld County Zoning Ordinance. 8. -Representatives or members of the Weld County Health Department and Weld County Department of Planning Services shall be granted access onto the site at any reasonable time in order to insure the operations carried out on the site comply with the Operation Standards stated hereon and all applicable Weld County -Regulations. 9. The Use -by Special Review shall be limited to the plans shown hereon and governed by the Standards as stated above and all applicable Weld County Regulations. Any material deviations from the plans and/or Standards, as shown or stated above shall require the approval of an amendment of the Permit by the Weld County Planning Commission and the Board of County Commissioners before such changes from the plans and/or Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 10. The property owner and/or operator of this operation shall be responsible for complying with all of the above stated Standards. Noncompliance with any of the above stated Standards may be reason for revocation of the Permit by the Board of County Commissioners. 11. A soil erosion plan shall be submitted to and approved by the West Greeley Soil Conservation -District prior to start-up of the operation. Date: February 21, 1984 CASE NUMBER: U.S.P.. 607:84:3 NAME: Tech America Group, Inc. ADDRESS: 225 Commerce, P.O. Box 2211, Ft. Collins, CO 80521 -REQUEST: A use by special review permit for an animal research facility. LEGAL DESCRIPTION: Pt. of the SWZ of Section 3, T7N, R67W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately 5.5 miles north of Severance; north of WCR 84 and _east of WCR 19. THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: 1. The submitted materials are in compliance with application requirements of Section 24.7 of the Weld County Zoning Ordinance. 2. It is the opinion of the Department of -Planning Services staff that the applicant has shown compliance with Section 24.3. 1 et seq. of the Weld County Zoning Ordinance as follows: - The proposal is consistent with the Weld County Comprehensive Plan. 'Phe Comprehensive Plan supports the expansion and development of agri-business and agriculturally oriented industry as long as they do not adversely affect the total economy or environment. - The proposed use is an agricultural activity and therefore is consistent with the intent of the agricultural zone district. - The uses permitted would be compatible with surrounding agricultural land uses and with future development of the surrounding area as permitted by the agricultural zone district. - No overlay districts affect the site. - Use by Special -Review Operations and Design Standards provide adequate protection of the health, safety and welfare of the neighborhood and -County. The -Department of Planning Services staff recommendation far approval is conditional upon the following: 1. The attached Standards for Use by Special Review be adopted and placed on the Use by Special Review plat prior to recording. 2. No building or electrical permits shall be issued for the Use by Special Review Permit area until the Standards for the Use by Special Review have -been placed on the Use by Special Review plat and the plat has been delivered to the Department of Planning Services office. 3. Prior to recording, the U.S.R. permit map shall be corrected to show the access and access road way as approved by the -Poudre Fire Authority District. OPERATION STANDARDS Tech America Group, Inc. U.S.F.. — 607:84: 3 1. The uses permitted shall be an animal research facility as described in the application materials on file with the Department of Planning Services. 2. The livestock run—off pond shall be designed and constructed according to the Colorado Department of Health's Guidelines for the Design of Feedlot Runoff Containment Facilities. Prior to start—up of the facility, the run—off pond shall be approved by the Colorado Health Department Water Quality Control Division. No livestock run—off from the U.S.R. area shall enter the Larimer Canal. 3. The individual sewage disposal facility shall be engineer—designed and approved by the Weld County Board of Health. 4. The access and access roadway shall be approved by the Poudre Fire Authority District prior to start—up of the facility. 5. An adequate water supply on the U.S.R. area shall be approved by the Poudre Fire Authority District prior to staff-up of the facility. 6. The applicant shall comply with the design standards for the Use by Special Review, Section 24.5 et seq. , of the Weld County Zoning Ordinance. 7. The applicant shall comply with the Operation Standards for Uses by Special Review, Section 24.6 et seq. , of the Weld County Zoning Ordinance. 8. Representatives or members of the Weld County Health Department and Weld County Department of Planning Services shall he granted access onto the site aL any reasonable time in order to insure the operations carried out on the site comply with the Development Standards stated hereon and all applicable Weld County Regulations. 9. The Use by Special Review shall be limited to the plans shown hereon and governed by the Standards as stated above and all applicable Weld County Regulations. Any material deviations from the plans and/or Standards as shown or stated above shall require the approval of an amendment of the Permit by the Weld County Planning Commission and the Board of County Commissioners before such changes from the plans and/or Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 10. The property owner and/or operator of this operation shall be responsible for complying with all of the above stated Standards. Noncompliance with any of the above stated Standards may be reason for revocation of the Permit by the Board of County Commissioners. DETERMINATIONS TO BE MADE BY THE BOARD OF COUNTY COMMISSIONERS ON USE BY SPECIAL, REVIEW REQUESTS 24.4. 2 The Board of County Commissioners shall hold a public hearing to consider the application and to take final action thereon. In making a decision on the proposed Use by Special Review, the Board shall consider the recommendation of the Planning Commission, and from the facts presented at the public hearing and the information contained in the official record, which includes the Department of Planning Services case file, the Board of County Commissioners shall approve the request for the Special Review Permit unless it finds that the applicant has not met one or more of the standards or conditions of Sections 24.2. 2, 24.5 (design standards) and 24.6(operation standards) . The applicant has the burden. of proof to show that the standards and conditions of 24.4. 2, 24.5 (design standards) and 24.6 (operation standards) are met. The applicant shall demonstrate: 24.4.2. 1 That the proposal is consistent with the Weld County Comprehensive Plan. 24.4.2.2 That the proposal is consistent with the intent of the district in which the USE is located. 24.4.2.3 That the USES which would he permitted will be compatible with the existing surrounding land USES. 24.4.2.4 That the USES which would be permitted will be compatible with the future DEVELOPMENT of the surrounding area as permitted by the existing zone and with future DEVELOPMENT as projected by the COMPREHENSIVE PLAN of the COUNTY or the adopted MASTER PLANS of affected municipalities. 24.4.2.5 That the application complies with the Weld County Zoning Ordinance, Section 50, Overlay District Regulations if the proposal is located within any Overlay District Area identified by maps officially adopted by Weld County. 24.4.2.6 That if the USE is proposed to be located in the A-District, that the applicant has demonstrated a diligent effort has been made to conserve productive agricultural land in the locational decision for the proposed USE. 24.4.2.7 That there is adequate provision for the protection of the health, safety and welfare of the inhabitants of the NEIGHBORHOOD and the COUNTY. CASE SUMMARY SHEET Date: February 14, 1984 CASE NUMBER: USR-607:84:3 NAME: Tech America Group, Inc. ADDRESS: 225 Commerce, P.O. Box 2211, Fort Collins, Colorado 80521 REQUEST: A Use by Special Review Permit for an Animal Research Facility LEGAL DESCRIPTION: Part of the SW1, Section 3, T7N, R67W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately 5.5 miles north of Severance; north of Weld County Road 84 and east of Weld County Road 19 POSSIBLE ISSUES SUMMARIED FROM APPLICATION MATERIALS: The criteria for review of this proposal is outlined in Section 24.3 of the Weld County Zoning Ordinance. The Poudre Fire Authority has made specific requests regarding fire lane width and availability of water storage on-site. A copy of the fire district's letter was given to the applicant. The Department of Planning Services has not received any objections to this proposal. RA:rg � a �M1 _ w' hrµ. F .,..„7.,..:— ,45-4.--..p.- *cry, f r� +q m 0- „? S ! I� :'1.4“i 9� r -y .-‘i),' • y ., 'r12,,,' I } , .# .yF,',�tt b �[ + a t. 4 ♦ � ti .�� ; ?ter � Y � t . �.q "c 'g' ip�! "�. ry f ' ^' r :,, _ , RRR t.° �( t -�da(y� F. 'q' 1g yp 6 4 i e +♦ �:�'S."!, .{_wE rip Ito '! r MI x: R i " a s't'",` w d ,<> ? r s, F �, .1 �. t t M. T'...2444"-T,„-; Y- J ♦ . w,...!.1.''' t -• 4 �, _- ii, flit- 44A-—'14,14;". `s t ₹ F� ye r t=IA:. a , ,. ,1 +N„sr. ..to .. o r+s9', i • }} 1 1 J 9 S � • '}. f 1 KH t F, 'y Y .✓- >." i: sw In-47 �:G— i y ,,y..b E rd �+Y [ T n T., .-rA a. - `4) xt+� r + i I �1'{}4b _ M : i..r -r4 4 1 r- �f t � , h+. f / T S jYp Yl-- Pt,' a: - _.,at ,px ] .r.+t�' 4r ^ '. t. r:- S } ti fY 99 �yyS� a^ T ♦�r T,.. I-Y { :; ' �tijoiiiiV' i. �% a � H rt;t � a � A4ti 4ry 8 ) — ` ye 40.0 r.� �..':,j F vi.['«#.'d� t ' a .a 4. JF't Itiet4 . ' .y 6►It+1t rt I. KIC! 't4-, .. L.." 3 {'��'`"'`'At:11' x$"'^, J �e'!f x -• a :t ,+., -;T ft--x' .. " N , y +i a '?.4 '� $ R x'� 3i'm k z e - �x t ; a a, ._ a l x '..,cJ•t > ,,₹' C ,.. r•!b ,~ 4 -.Si .., a, t>} Y a- 14- 3' 2 ` #� \ '`Fa `" $ Al ;. r x ,� ,it t t r ,( • 'q « i a ie�n �° ,c alb' a r. t. H' r i *4 2„.:..O1. a t. .. - n'W.'. , -• 4 �^'^� i,«. _' ,,. ---4 of .T.. } ...r €• t 'P $. $4.e: ♦ ^-. - bb'�;., <x, _"cpv" C 3d +� j 3"� v '. FIELD CHECK FILING NUMBER: USR-607:84:3 DATE OF INSPECTION: February 3, 1984 NAME: Tech America Group, Inc. REQUEST: A Use by Special Review Permit for an Animal Research Facility LEGAL DESCRIPTION: part of the SW1, Section 3, T7N, R67W of the 6th P.M. , Weld County LAND USE: N Agricultural production, crops, grazing E Irrigation ditch, rangeland and Black Hallow Reservoir S Weld County Road 84, agricultural production W Agricultural production ZONING: N Agricultural LOCATION: Approximately 5.5 miles north of E Agricultural Severance S Agricultural W Agricultural COMMENTS: Access to the site is from Weld County Road 84, a gravel road. The property, drains to the east. There are no improvements on the proposed Use by Special Review area. The balance of the property is used for agricultural production. The property is not located in a floodplain area. BY: 41(64 R d Allison, Current Planner II RA:RG �� _. or J•� d ' - pi ti 0 i� ...may •-4 yoro ` „ - 27,.E — o Imo` ( - ., • I � :: ��•'• a y • C-_. 1 °• 1 _• _ r _ J 1 a • n 1 n - • , � -R a ° �) • El �.:' 1—H--- .„ : .•'Hs . . ---,_,,,‘; •••il. 2 : *' ." t''• • • Z •r'.• Yi 1� i ` ,, / I/-- 'It 4. •• - ° :. °Je , •° a -p el e•O ,�e• • Da.° v Ile.` °e \o �or.e •� -•,'l'- r• .� of - • e• � ` • t�•. .___��r• '� �-.4 • -3-, "e .r • - ,•e—- '•• A* - '-• ..i.v c_ _ =.:e_<:,--r- - _'—°' _ •-•-• sI — ri • e = u " ! 7%`w �.-._- . •! 3 W e e�- el " • oil • ell ° ! ,io.'C-r..a .1 ILA _fir• e • 1� i 1 —__ :— _ _._•-- !• V• , err •—~ —• — _ _•— — —�-_ •!-I - _•— 1drt a • •u 60 ; f .° . - _._' - .` _•_�"_• - •e ° tom-- • °, - -.1 4_ ,�� 1 - J a / ! /0 1 .1 1./ » -s. 01 • __,,,,-(:-.2). •n -. . 1.•,• �••7 -id •e c� _ 7 � , . O Z 1 / �x -•• • • s - , �.j iti ' AM -: �� , • 3 w 4 i•_._,.._._.: • 777/// 1 ^ ' n •</ ' 7' ! .• e 1° • o zI yi .p Z� • , / J TECH-AMERICA ANIMAL RESEARCH FACiLiTY 4.'ULD COUNTY, COLORADO Prc . rc,d For Stcplieo L. Strom , D.V.M. Teal,"mcrica Group , Inc . Project No. 8351 January , 1984 Prepared By Norton , Underwood and Lamb, Inc . Engineeri_nq Associates Greeley, Colorado TABLE OF CONTENTS Section Page No . Introduction 1. Locat1o:i and Legal Description 1 & 2 Site Design and Operation 3 Additional Information 4 Appendix A 5 Application e Use by Special Review 6 Supporting Documents 7 Affidavit of Interest Owners-Surface Estate. . 14 Affidavit of Interest Owners--Minerals and/or Subsurface 15 N ine:; of Owners of P, op:r-ty W thin 500 Feet . . . 16 Nmih Nd.id County 6' ,ter Dintriot: Letter 17 Quit. Claim Deed 18 Laccment 20 Power of Attorney by Laird OWijrrs 24 Sign Posting Certificate 25 Appendix B, Ceotechnical Report 26 INTRODUCTION TechArnerica is an agriculture-related business producing pharmaceuticals and biologics for use in domestic livestock production. The Animal Research Facility will be used to safety test these products before release of the product for sale to the general public . LOCATION AND LEGAL DESCRIPTION The Atrimal Research Facility will be located directly south of Black Bellow Reservoir on Weld County Road 84 . The legal description follows this page . -1- l,EGAI. DESCRIPTION A tract of land located in Section 3 , Township 7 North, Range 67 West , of the Sixth Principal Meridian, Weld County, Colorado, and being more particularly described as follows : Commencing at the Southwest Corner of said Section 3, and considering the South line of said Sect.ton 3 to boar North 89° 31 ' 45" East with all other bearings contained herein being relative thereto ; Thence North 89° 31 ' 54" East , 2363 . 20 feet. to the True Point of Beginning; Thence North 00° 28 ' 06" West , 2867. 77 feet to a point on the Westerly bank of the Lrtr-imer County Canal ; Thence Southerly along said westerly bank by the following ten (1.0) courses : South 47° 53 ' 00" East , 74. 83 feet ; South 26° 10 ' 00" East. , 383 . 50 feet ; South 30° 3 ' 00" East , 382 . 00 feet ; South 07° 15 ' 00" East, 477. 00 feet ; South 39° 39 ' 00" East , 193 . 00 feet ; South 44° 50' 00" East , 401 . 20 feet ; South 23° 13 ' 00" East , 234 . 80 feet ; Sot:? ii 01 ° 06 ' 00" Past , 471 . 00 feet ; SoutlH 25° 15 ' 00" West , 4-33. 00 feet ; South 0Y° 52 ' 00" West , 1.5`i. 30 feet to a point on the South line of said Section 3 ; Thence Smith 89° 31 ' 54" West , 757 . 80 feet along said South line to the True Point of beginning; Said tract of land contains 40. 523 acres of which 0. 523 acres lie2 within the right-of-way for Weld County Road No. 84, resulting in a net area of 40. 000 acres , more or less , and is subject to any rights--of-way or other easements as granted or reserved by ius;truucnts of record or as now existing on said tract of land . -2- SITE DESIGN AND OPERATION The location znd size of the various buildings, corrals and pond-s to be used at the Animal Research Facility are shown on the Use by Special Review Permit Plan Map attached. A clay lined pond will be constructed at the site to store and treat runoff Ii.o.it the livestock containment areas. Wastes from the -office and challenge building will be treated by a small septic syst:cm or package treatment units with evap- otranspiration of effluent. Shallow draft surface aerators will be used to aerate the pond to prevent odors. The pond will be five (5) feet d. •ep with a ruoximu L of three (3) feet of water stored at any time. The pond will be clay lined using the native clays on-site. The liner thickness and ot:hc•;: c'a ist suet iou procedures a.: geot:echr,i.c:al information about the site i:, presented in t.l: - gcotcclu:i.ce l report prepared by E ,d re LahOI at_or.i es, inn. , and preaent:ed as Appendix N. All water from the p»•rd will be evaporated. No water will be percolated through the liner of the pond. The pond was sized using the following design criteria: l . Net annual evaporation rate of 36 inches per year. 2 . Average annual precipitation rate of. 1.5 inches per year. -3- 3. 200% of the average annual precipitation falling on the pen areas to be treated annually. 4. Wastes from 50% of the maximum animal concentration listed in Appendix A to be treated annually. The pond will have a surface a;_ea of four (4) acres . The challenge building will be equipped with a H.F. . P.A. filtration system which cleanses the air of bacteria and viral particles . No large stockpiles of manure will be allowed to accumulate at the facility. The manure will be spread on the convalescent pasture and adjacent farm lands . ADDITIONAL INFORMATION Addi_t:ronal in format regarding the design and operation of the faci l ity is provided in the Appendixes A and B . Written By : /gip Kenneth K. Shuey, P . I . Re vi cued Fly : F A q .1— 'fttoin +s E. Norton , P. h. . -4- APPENDIX A -5- :!.,, ' span .ent of Pla.'':n_.. Services, 915 Tent.^, rrr,nley, Colorado Phone - 35G-v000 - Mxt. 400 Case X=br Date Re: red e icGtion C:zec:c^d by Annlicc.tion Tee Peccint Number Recording .oe Rece .at Number TO S_ COM?:�^T"'.'D BY 7\77..ICANT: (please print or type, except for necessary signature) we) , the undersigned, hereby rec_uest hearings before the Weld County Planni^c Commission and the ':elc' County Boi:.rd of County Commissioners concerning the ore- posec :3oec .,".:. Review 'er i_ of the following described unincorporated area of Weld County Col=ratio: G! OESCp ON 07 SPECIAL REVIEW p^•,-v.:T AR_.A: A - of 3 Csection�f T, LEGAf D SSC ''..ICN of conticuous property owned upon which Snoc al Review Permit is :..=Goosed a - of Sect.=or 3 6'i N, R / hR Property Address (i f avai lable) N.f A PRESENT ZONE A oV� w\Y ZONES TOTAL` ACREAC_ 40. acres PROPOSED LAND 1k77:mal .,esc^ cb �a.c4' 4 1- EXISTIZ1G LAND _.,.L _-^y3 ^-•�,a� -- T'E (PRO?n? ' OWN ?.S) O 1V'.7A ^�070S7� 707 7..,nn`INr._ Spit.i.� +� _. .. � .._ .. ......_ - Nan e: Jess_e Jane Aranci :tr.c J^-re_c A. Area Ad..d.:csc.: 11,15 T...'ro_nt ' j Ave. city t Colli!?S, CO Zip 30521 y T • �3";-315,, �:usiness Telephone . .o:-:c Telephone Addruss: City Zip :_om a Telephone:one Eusiness Telephone Name Address: ';:o Eoma Telephone_" -. Business TelE.ahone :t lc7 ✓`i1e � e.+ .•..,. ^TZ C2 T r fferent t^r.n above) : r'L'�T'L-CA1 OZ A__ 'O_._...SJ F....J'b� (if GA._ Name: Tee.1A7leriCe. Grou^, Address: 2' rne..'rce . 0. 22" City 1- Collins , CO zip 33522 Home Telephone Business Telephone `-' 221-2C50 Ow cr(s) a Lessees of mineral rights on or under the subject properties and/or le gees ...one al of record in the Weld-County Assessor's Office: Name: . . 'pacific a.5.1road, O ner '� City O^. ll,a, Neb. Zip 58102 AG.�ess: cu-•• Name: '..n:tor '-'^c fic Land Resources Cornor._Yt_on, Lessge ;o. 14th, Ste _012'J City Zip 63102 Address: City -:z under the l'ti es of perjury that all statcnentr, : .use'cy ::.��k,sc and state �e:sa � - - p_cprsal.. an /or ,plans su.a::_t:eO a_.:,: vs ..v ,;.ai:cc. within thus application are true and correct to the best of my knowledge. ST;:rE 07 7Z-,/ /,,.;:-na..rc: Ow.cr cr Authorized Agent and sworn to before;.' me this day of /..,91.. i"+ 19K' .I to/el/ 74: 1//0' 1/1 j .• .. M co^.._'.`isSicn er n:.reS -A- APPLICATION - USE BY SPECIAL REVIEW Supporting Documents The following are supporting documents or statements required in the "Procedural Guide for Use by Special Review Application" . The numbering used is that of the guide furnished by Weld County. la. The proposal is consistent with the Weld County Comprehensive Plan in that it will be established and operated i a manner that is compatible with existing and planned land uses in the area. The site will not interfere or adversely effect the health, safety, convenience, and general welfare of the present and future residents of Weld County. lb . The proposal is consistent with the uses allovied in the A District iu which ii is located . The Weld County Corip, ehcnsivc Plan allows agriculture related service establishments in the A District upon approval of a Use' by Special Review Application . TechAmerica is an agriculture- related business nroclucing pharn:-. aceuticals and biologics for clomestic livestock production. These products will be safety tested at this research facility farm operation before releasing theproduct for sale to the general public . lc. The existing land of this and adjacent props, rats. is dryland wheat fanning and cattle pasture. Existing residences arc over one-half mile from the site. The corrals , steel buildings , and sheds , and feed storage areas are compatible in appearance and use , with other agricultural operations in the area. ld. The facility has been lousted outside the existing growth patterns of the surrounding municipalities which are Fort Collins , Ault, and Windsor. There is no reason to believe that the surrounding land use will change from agriculture in the forseeable future. le. The site has been located outside the Flood Hazard, Weld County Airport , and Geologic Hazard Overlay Districts . if. A diligent effort has been made to avoid removing prime agricultural land from production in locating this facility. The land is presently used for dryland wheat farming. No irrigation water will be diverted for use at the facility. By locating the facility in a d?-gland area the use of prime irrigated farm land in Weld County rill be avoided . The buildings will be located at the South end of the property where the poorer quality (from an agricultural standpoint) soil is found. The better quality soil at the North end of the property will be used for a conval- escent pasture and will he planted in pasture grass . lg. The facility has been designed using the latest engineering technology to protect the health, safety, and welfare of the inhahitarrt s of the neighborhood and the county. The site will be surrounded with a security fence with signs to act both as a deterrent for people attempting to enter the facility, and as a second line of security to prevent animals from escaping from -8- the facility. The handling of biologic products is controlled by the USDA-APHTS , and at least bi-yearly inspections are made by USDA-APHIS to ensure proper handling of these materials . Dr. D. C. Randall , based in Denver at (303) 837. 6012 , is the contact veterinarian for USDA-APHIS that: inspects such facilities . 2 . The application is at the front of this Appendix. 3 . A certified list of the owners of property within five hundred (500) feet of the property subject to this application is at the back of this Appendix. 4. A certified list of the owners and lessees of mineral rights under the property subject to this application is on the applica- tion at the front of this appendix. 5n. Type of Use. The property is to be used as an Animal Research Facility. Vetei Lnary biologics (vaccines.) and pla ,rianceutIcals (drugs) will_ be tested. in anrmala- ro satisfy government rcquire- arc, released to the ,�a•, .lc . meats before the products1 `ib, Proximity i ty to residential structures . There are five (5) residential_ structures (c• g. fatar house:- ) within a ore mile radius: of the property . The closest house is one--half mile away. Sc . Shift :, and employee . The research facility will he built in a step-wise fashion. initial work will require five employees . Over a five to ten year period , the number of employees could reach possibly as high as twenty. 5d . See 5c . 5e. Not Used. -9- 5f. Animals . The farm will primarily house 500 cattle, 500 sheep , 100 horses , 100 swine, and 40-50 small animals . These numbers are all maximums and it would be highly unlikely to have all animals at a maximum at any one time. 5g. Structures . Structures to be built at the facility would include the following: 1 . Office complex (24 ' x 72 ' ) which would have a 24 x 24 office and lab area , 24 x 24 apartment , and a 24 x 24 shop area. 2 . Stall barn (36 ' x 80 ' ) for large animals . 3 . Challenge building (36 ' x 128 ' ) which would house calves , pigs , cats , and dogs in an H.E .Y.A. filtered environment. An H. E.P.A. filter cleanses air of bacteria and viral part- icles . 4 . Heed storage building (24 ' x 112 ' ) for storing grain and hay products . 5. livestock sheds (14 ' deep x 24' to 200 ' ) . There are 12 sheds planned for 198h with additional sheds being built as needed , to a maximum of about 30 sheds . These sheds will be three- sided and will have metal siding and roof to match other buildings . 6. Several small buildings and win .ibreaks will be added to facilitate working in adverse weather. 7 . An area will be left available on the east side of the uro- perry for a laboratory animal building. This building may or may not be needed in the future to replace the -10- new building now being used in Fort Collins . If built in the next -5-10 years , the building would be used for laboratory testing of rodents , rabbits , dogs , and cats . 5h. Traffic. The property will be accessed from Colorado Ili.ghway 1.4 on Weld County Roads 19 and 21 to Weld County Road 84 which borders the property. Most vehicular traffic will he personal cars and pickups . A two-ton livestock truck and "fifth-wheel" livestock trailer will also he used. Occasional- ly a semi-- tractor-trailer load of feed or cattle will deliver to the farm. Most traffic will be made by vehicles with less than 8500 GVW. Si . Sewage. Sewage facilities will consist of an aerobic treat- ment pond with on-site evaporation for the runoff from the live- -stock containment micas . A se.utic syster+i or small package treat- meat units t.itii evapotranspiration of the elfin tit, will be used to treat wastes front the office and challenge building. Additional tre aumnt will he provided if the laboratory animal building is constructed. 5,1 . Stoek-pi-le , storage , and waste areas , Stockpile, storage, a +d waste area wi_I1 be kept to a minimum and in a neat acid orderly ft ('l,i <, t . , 51<. Want ( d i qposal . A c�uurnc_rc? aJ trash company will zen,ovc tram at least once weekly. Any animals dying on the premises will be incinerated if small enough or sent to a livestock by-products com- pany. In the case of a large animal with a biohazard, it will be removed to a landfill by TARC employees and immediately buried. Manure will be cleaned out of the corrals and will he spread - 11 - on the pasture area or given to neighboring farms . Storm runoff from the livestock containment areas will be channeled into the pond. 51 . Construction time table : The current time table of construction is as follo,as : I . March 1984 through August , 1984 ; start construction of corrals , sheds , and office building. 2 . July 1984 through September 1984 ; feed storage building. 3 . October 1984 through January 1985 ; stall barn and challenge building. 4 . 1989 through 1990 ; laboratory animal building. 5 . Additional corrals will be built as needed . 5m Iandscaping. The land not used as corral space or driveways will be planted with a dryland grass mixture to prevent erosion and to serve as feed. Trees will be planted for both the sea- thetic and environmental cualitins . 5n. Reclamation nroccduccs . Ti: is e):y;eeted that the facility will remain in operation for a number of years . lu the event. that it becomes more economically feasible to use the for another use , the facility will h.. closed and the irop�iovemnnts removed . 50. Fire urotect.i.on . Fire pioteation measures will consist of maintaining all grass areas to avoid grass fires . Watci for fire protection will initially be brought to the site by the fire district . Future plans call for pumping from the ditch or reservoir for fire fighting. -12- 6 . The Use by Special Review Permit Plan Map is attached at the back of this Appendix. 7a. A letter granting Power of Attorney to TechAmerica from Jessie Jane Aranci and James A. Aranci is at the end of this Appendix. 7b. Water for the site is available from North Weld County Water District . A letter of intent from the district is at the end of this Appendix. 7c. A copy of the deed on which the research facility is located is at the end of this Appendix. 7d. It is requested, due to the nature of this facility, that the noise report requirements be waived by the Department of -Planning Services . 7c. The geoteclinical report is presented as Appendix B. —13- SURE ACE EST; : ri ."( ;1inn h Subject Property TectrAmericaAnirrlal Reocarch_Facility _______ STATE OF COLORADO ) ) ss. COUNTY OF WELD ) 1HE 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 pr.iperty (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 art ownership update from a title or abstract coapany 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 Wald County Assessor shall have been assembled within thirty (30) days of the application submission date. 4' 4- the fo instru 'evil was subscribed and sworn to before ray this 1 -" / ..Adap - -- P /( ,x r €,/ 19 ' Eby f i= WI1 '.Ehi; -- y h, 1 o',; offic . al seal . 1-;" g 2) r 'J.t . Publ i -14- AFFIDAVIT OF INTFPFST OWNERS i'.]f ` I. IS UCURrICE Application No. Subject Property Teel-America _Animal Research_Faeilit_y SIAlE OF COt(TAW ss. COUNTY OF WELD TNF UNP1RS] GNCO, beTirg first duly sworn, states that to the hest 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 na-,es 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 for egi lij instl , ent Wa: suhscrihod and Shorn to before re fri � WIlESS cry hard and official sell . My Ccr.enission expires : 114CC}:,i r.['< 1 r...1.1.'i (72x., .;:4! `;1, y Put)] i c -] 5- YO 'i1tS �. L .- I .ILf�IY IEI) N 5 00 IF Please p :fit or type ti"J l Ss , Ir,";fiTV, /1,53F5SOR' S P?,F:CF1 SIAIt Aka Lir Ludt LEAK IlrlLiIIu,d 6' Jar ir?s A. Aranci 1415 W. Mountain Aye Jessie Jane Aranci Ft . Collins , CO -80521 Black Hollow Reservoir Ault , Colorado 80610 0705- 03-0- 00-015 0705-03-0- 00-016 bowie & Dorothy C. Parker 551 So. Vine Street 0705-04-0-00-002 Denver, CO 80209 Dorothy Eloise & Lewis 551 So . Vine Street 0705-04-0-00-003 _ F Dorothy G. Parker J)enver , to 802.09 (:.•. in llr0ke :0t ;.?r e .. , Box 18:i 0705- 09-Q-00- U24 _ Oldf old, Ti() 65720 YnLL llr ke St a, ]_? r Yea 183 0705- 10. 0 00-012 Oldfi <eld , Iin 6`,720 0705- 100- 00- 013 -16- (JP41O ilh CSC DIRECTGL:. ( P Y rE r f MATH E`R `�9� C olik i � A�" ..� iiiSTEAT � r ROc3ER1 ALKIRE HIGHWAY-85 LUCERNE,COLORADO 8064E GARY SIMPSON A a § P1.M.MCKAY s ap . , LYLE NELSON, MGR. P.O. BOX 56 - PHONE 356-3020 December 28, 1983 HE : Water Service: Tchanlerica Group Inc. Animal Research Facility Dear Sirs , This letter is in response to your inquiry regarding water service to the following described property : Sec . 3-7N- G7W l. . Water service is presently being provided to the above described property . 2 . Water service can be made available to the above described propeliy provided all requirements of the District a ! e satisfied . if contracts i 've not been consulnated with North Weld County Water District withHn one year fiorn date of this letter , this letter shall become null and void . Aiditional comments : Sincerely , NORTH WELD COUNl WATER DIS'T'RICT J/ ! .. CC._i Ile I) . Nelson , Manager LDN/wb -17-- , I `g ff//,, ((.. , a_. —hr:t .'rtt,ac vc ¢ 4}vP> 0 et E= aling,, act 't ogC?f3IR t,f.pettaa tiv)Of lit A -Crir44 Milt LAttei le rift"..3M,1 v.:Is L s t::;sgW thl'k!:ak!:i titre ray lawe k,C en peck-my cirsctfzed U 4044 •CC E Co Ctrnitt r r:,Cizs Peed te cm"lc t! Ma tithe it rest In Nc f. ilf- IN 6r-4 trig-t-e br Nor'nrIC G;on" ; O. G�6kitia4 WI d Cc;DrMrfly,thm tggtetart::. L^�x45,,has Ivy,skid heu.. 9.,:414,,<.errata PwriN Re??,I:.a• Maas nora e.w0raa.. ntridInthen ,rhvynsx-"= .cvthat_xenynt. rts zz.he `oz.'ulOs.“"iwes£aryMillaw" It% lien etgu c'euek.> '.'ei ttr 5::. twuotclP M+a t..u,;WSJ t.rive u r!6v 3, -.a to wn,;.sy.' f ha r^1 1a'"-fag i ,ntr::tion complete.;11' fl- , T '1F IG::n t it'd-II-4. e..Ms Sr.,) N 1!S'di. 3/! , At..MCI d r 1415 WO LL F=,uocncr AN.em,,, Fort Collins, Colored') 80521 c 0 o fl A. Et', ., i p 1415 Ileet t ,uateitl Ne A ferf , Tort Collins, Colored° 80521 c : ax t v i.v1,dr d tv:o-thitdr; it,terect in -arid to thft rect. of the NN 1/4, tho G.„ 1/4 etc', tie W 1./2 of the Sc 1/4 of Sccitfce 3, to=-?chop 7 1.-,..1.1., of I x.*age. 67 West: of tic 6th F.M. , L l l C s-nty, Colore'o, t 3C:IL; to folle,vra: Cn . . •cie8 et the 'South:rrt correct of said. Et trot:. 3; thence cart .91°1,3 the eoat.h line of e,ai-1 -Sectio,i 3, P1 fee' thence N. 7`52' E. 159.3 feet; thence N. 25°15' E. 433 f t; G 4..: N. 1°6' L. 471 feet thence N. 23°13' W. 234 .8 feet; tt ^;ice N. 4G°50' W. 401 .2 feet; the ice N. 39°39' W. 1-93 fret; tlf.t.ft h. 7`15' W. 477 feet ; thrust- 1 . 3'l°39' V. 382 feet; thence L, 21.'l0' 1' 363.5 feet; thcriff N. 4i°-53' W. 1099 feet; the to N. 33'27' 1;. 474.8 feet; thet,.c N. 4 e39' W. 287.5 feet; ths.tce N. fi`i6' V. 40/.2 feet; thence N. 74`52' W. 766 feet to a paint on P CV9-. 9999- lit ,- of acid Ssctit:; thence Snr.t:h sears.-; raid W:tt se-') Lion - --------455C.8 feet to the 1 ' . of h tie4.it etc..i.t rescr‘etic at t e -t..;,, i in Fetent rc c , =!;.d in 1 .,..5: 2,e1 et. late 401, entl t_ -c C 1 r(= .ce:1 in Foot. 378) et 1"c4:c 531 of the 1se1d Cooaiity Ice-olds • a .. IS . .. 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L.Q. tio. � tl �i{A7iT.•LLS FE.?:rLEUK CCVF1,Ki', a ti :e.,;era corporation, in cnnsidc Se`:tjo;, of the FL. c) .CJ E;ld other ;( a-.1 valuable COconnlicrationc, the YEcelpt of k^,iF2; r ix .11;_n! • Er". r.'.1rdgc£, docn hc:c it. lf. , tc1e c, chti fcrev r Q'!1tcicEr, Urte '. r r.. k_3 'F^';.c C;lz'Ji f.1.'P:, 113 hc,tth 14ti'. street. Sul.te 1C O, Cr-;. ,. , :.f::' F .c`, Ca_C , a atl 1.rkC 'v.q9r. 2tE P',�C tEF SL�Pr -A f ae'"i :]i' e11. r::cf;! _, in'• :•Ec t, an!+ es c_` Cr.:.,1£s; P t•.,Ic rcny lr. er.A to t�,t .<:E:1 c: 'CT?b :8 lt- ds Eit•:.•cc3 Ir+ th ic,. r.ty of M "1J St Sic of •„ (oh 'u , _ q,. Tr .Ship, 1 North, F 67 k, '.s Scctio'i 3: . Lots 3, 4, S/2: %/4, S/2 10 '.,ship p 8 North, Pr;:o r 6 1<_t Section 7: lots 1, 2, 3, 4, t/1V/2, SF/4 Tc aship 8 No,th, P ;•, 67 P. .t Scction 1 'tots.; 3, 4, s/? , %4, S/2 Sc_tio' 3: Lots 3, 4, S/?55;/4, 5/? S tk . S^: N1:?;'4, 5/? Boccie: 11 : N'./' , 5/2 S ctL:• 13 tic. 1E N; '4, 5,'2 Sc c;:; 25. NI:-< c' S: :i'iv 27: N>'/C , 5/? S- tic;? 33 t:=�' , `.Sf? Si. t ,cii 35 i%",.'/`;, 5/? '.. 5 .,f/ t:.., t. i('C! IF.p_ f•: of. . .,1�1}CIL_. r r..r:':':.:7 F r..__e ' i. Ci::` P. O� ds � _e*:1 .esc. tto_nt, i': 'n_t I --7 9- p. �.. m.. ,.:. ...... ..X ..':T nr Cs Rwl', lCf 6:d.. ALc? Shaw& ky R4.-',t:!:,11__ _ __ _- d ssie Pram+, a slnyle p:.: on -3-1 • tereirkaftcr called first p,rty, ir; Co !C ,, • ioi of $ ?,r2k £J . artd other" a i g =od end valuable coesideratier't, raid by PiLITE what'it P: ,rit P.UTH0klib, a ,litfcal I I 4 srb`ivisiei of the Stet,- of Colosea, t,crein ftt,-. called second party, ti:c to- c, c6pt t:., softicieacy or which +:'?_real is h- reby act 3w?led9rd, h::r'eby {.,'ants tte P sc&—cu 4 {.wr'iy a perpet al end ea�_.lt=.,it_ C s'T.;Jiit cad riz,ht of way t•:, co."atra?ct, tca , . G,a" ata:;a 4, irit9{fl, re;'k1i f'. rEt,a".SFMc'.C 6c ri.,'lln£, i3rS;a€.:'.Q'. end rc"..✓v E:r at f'.,}' ti z' v t c• era fie : ti, to tir,a, cleotr'it- tt ,issic , lino% eii:.s{stirav; of c: a lit;- el' , t, t...;:,-.., ,„„, pc-lc..;, tr,d'ur r`:,:_t• sttactar,.S', trirc., attd cello:. irtlud{ng bath cud. -e btc.t:r3 end occ^h ad j.cu vi w'i:e„ ft, it t . .:.:vim ar,d diet 1,:tic , el (loci, it: a' ellnc• 'Yad1 .ea e :: ' as,' fu:' e `!a7ii _erie [Inv. ,.� ;"G'e'r fe" _ zi`.ic as, c; ftr •tyr, F ;=i. � E',3 fiRtot'ia f.r use in eo+,;;.T6icrt wsiS:h sa';S'' ta/ce5 cic'; a —Vol othc st t U', e.:, ti rig a ,t c:t.le:, '. c, , P" • - r i ttJ�! €its»Y with a Sic"rt of way. on ale.y end Jr all of it? 1; r,.irr:ft'. e dcscrit,ci strip of thosr ct:. taiga la, :s +/rich a. sttunic in is S': Sce , 3, iW, RU7t,' - .t Co:r,ty of id id State or Colcrade, end are d=.serbr i -9 as folio i t c•;e F !raa en or't. : 104 ft.-.:' it t:`r'i` sit?ate' it the Sc:!th >h ci 5r r.; ion 3, le .; 7 C . i:;r tr 1 "a of ti a 6th T, in_ipsl 1 ; i_ '.,, k+ld tt aity, Cc)c <`'e; t A C. i^iy-lirii.' of s./,ic:, is i c''_;.< iusd as folk s: Cr Ste tr tr. a ,,/ C,..,;,- rf e:',{d t tit ; 3 t.: r, r;. ti.: ,e r. it i, C , 1e' P V i €1, .9 ii,?c t_..tlir. eP said L__ a Cr- , C. C'.F' feet, r 4 44 cr IT.:.„,,,., to t+i• pil'adi' C 1 i e s.24- e ,'ti' tea,•alir . lt;: Cr,/,:,t'- liv:, r, I. ;',, C:;`' si' - -- E, t fve,t/ea fc,-t, fore o.' 1°'-5, t,> tF:_: East-, ly Fir - rr 1 . c•, i S.,/,..t. 3, 1� 6_. ar:.: +..Pats, ? in isc t :, P,. - ii, t/. `Rh is t3;: Point- Cf f .i roll be SJE OH,'"r•;CC ti tf tLE'r't ir :. • first pct ty farther yr nts to sr-o- pr,t ty: „' (t) the right of 1nrrc,s to en' c-c c', fit sdrd str"ip owl- and across �..' said lends -of the first party by r.cans of reeds and lanes thereon, if such there 1,-, othrr+r{se by such route or r0ites as shall occasion the least s practicable d<u�age end inco;r:enience to first party; provided that such right of 4,.., a in3ress and egress shall not eittr,d to any portion of said lands which is iso- s e lated from said strip by any public road or highway now crossing or 1r -20- ..cd ,` i 'rr 4 z, i ".i"s _ 4.u, . _vri.a � . A , . 1661 c.s7 hereafter-crossing said lands; provided, further, that if any portion 3 1 of seid lends is or shal l be subdivided end dedicated roads or highways on such portion shall extend to said strip, said right of ingress and ) crass on said-portion shall le confined -to such_dedicated roads and St t highways; A 1 U:) t':v right frc:r time to time to trim end to cut darn and clear -a.ray or et; erwise destroy aany 2nd all trees aa4 brush n ai-or hereafter on said strip red So-trim 2nd to cut d c,-n and clear ar, y any trees on either sid: of said-strip which r.:.:: or hereafter in the opinion of second party Fey iia a hazard to said t• .'rs, poles and/or other strauttures, wives -or cables, by reason of th d_ ,,=r of felling thereon, or v.,/ interfere with the err:vise of second party's rights hereunder; ptevidcd. iY_ a"y^r• that all trees which sccond party is heresy zuilr_rtzed-to cut-eel reeave, if valuable for timber or woad, shall co.;tinac to bay the property ti first party, but -all tops, lops, brush and refuse wood shall be bursar or removed by second party; (c) the right from timee to tie:: to enlarge improve, reconstruct, relcX ate a=id replace any poles, towers or structures constructed hereunder with ether r :'er or type of poles cr-wars or structures either in tee original location tr al any alternate loc.-cation or locations within said strip; (d) the right to install , a. intain and use gates in all fences which ncni crass or shall -hereafter crass said strip; (e) the right to mark the location of said strip by suitable markers set in the ground; provided that said markers shall be p1 a'-cd in fences or other locations which will rot interfere with aary reasonable use first party shell make of said strip. Second -party hereby covenants and agrees: (a) second party shell not fence said strip; (h) sccond party shall proaptly backfill any excavations made by it on said strip and repair any damage it shall do to first party's private roads or lanes on said lands; y � -21- a ° < I �t S 'I C ,,yy ,yam • ... ,m„x NG.:,.y::....w,m_cx,azfiti lEY0.L,.. s !_ssa.a.., p :. . . PsyW 1-6811117 (c) srt;orvi party shall intensify fir;tiperiy ay;;inst try loss or da-.age ta'rich shall be caused by the exercise of said ingress and egrets or by a,L +a�, .y,al -or no ligCst act or cpassion of facor;d party-or of its a 'c;ts or_o;'.loyecs to tft tens u o t eSr ca 1C . :a. First v.:by rest. .rs the right t? t : said strip for pm+iie=es which trill qpt lei. rc:c faith sarond ps^F iy's fell C tray _`,t ci Via riyht4. horsy g:c`rioC; t `.SC.>i ti, first parts s .11 t.:rt,' (L) Ca%.,',t or Cri siriact try t lCin o+ c.":„ay stv,'Lt':"t`e, or drill or operate e`.+>' i;cll, :r coust(ect ter tc::cr air cr otter -Cif a`t='1 to ilia ! " lcval in tai" strip; p,' ,s:' 1 that first Fait ray insi?ll fe;,es .., with ti t'iti..', c s C" Sec` . pe ty, t��ich sh :U not t' t ,:zsa-:.'ly 1 'E`cPFt'r(i (P) G., :it, os p:ra'rt; or xllc.r tee t • f, iaaittd, a*?-tsr, rohhish. G.`,rts, of a ca.vr s_'.,stence or r ttt'ial, rt it`s+ ce _t,tiLlc or-nccr, < _ rstiLl.:. t said-strip. —Cie S=1 r_8r thr;ct?,v as to c .i;titt?"te, in tit; oainioatc ) 5" .1 pa₹'ty. a h: c'.d tc said to.aa,,s, p:l ;, ti: `or- other stri:i =7r-, Witt.; Or cr',les; try ..t 4s't � O+ ,. n t t E, ..,_� C. , t C ' GJc%' ct.rtt St r tzir/._ .,. t;. or The prt,.i:io:n he cal". shall it.'irce t.. t `' t<f'.fit of cr1 bind t',. stiecesso+r5 t rid?; O t.1:_ rt pective p' st?€ ` F: c . , writ all G'lu't...' tS shall at:Ysiy to rod *, rui v 1 the ler,'. if; Wirt, _`. 1 ..:F.L:1' first [ ' ey fats err- it, d t t.,e pY::c,nt, t: is 2oth C .r c` t . 1 .56 . bt sic JtY ' i arrci , a strife pe svr; ,, SiPrC C� Cry Q KJrr' 0.- tf?li„a.) SS. - . `-i fo'rcri it t irstrr:nt r aeknoulc➢;. d haTureie this 20th day of C+ be 19Th . t _. _g _ , --. ... _ , J� ,41e Jane R:arrrl. a single Y:it'ss ry handjnd official seal : �(/)/_/,4/� 1/4711. Ca h ��t� e'. TM. .. . . tart' t• >' Hu' c -. seien expires _Fe'r,eary 2€r 19r3 't `_ i sc. ' "' ::6111‘"nr rRAPAHce t pf/y� _ne fort2oing zt,sttu ent was tck::ck'2e*iged before me this . .d,ay of s` 411,11 r,E2 -.�1 rkf. fc,r C•+.F'a;i.I`7 PE'ik3L- M Cfra7:1.77l, e 43 :rF`}s:;,' &. coreoretXC?.. } S l tre ' r del{ 4 hJ' ;v -e ^. )-i tt y Pc'sic in irt-a r f` kNt• c C-n :.y cc' Ara Lae, 8•. to a! C ec.c ' . 'f;. ... O- tt 5C9) South Qt-ct r Street _n 1 e' r _A u.y - 23 • „�.. s�^- n4" ,� ^ma r „rogw mr, ".+£F o�ft^R' $""k }°' ' ¢ E. Y �" � a +t•b K fi�, s, La '�' p�� a''. t t'""' ^:'^u5`. r: eS� e .c� t ' IS' -4 rem s 'Y a • ws n k ar ry, ' a �7i� a �� January 3, 1984 Department of Planning Services Weld County 915 10th Street Greeley, CO 80631 Gentlemen : RE: APPLICATION: USE BY SPEC1A1 REVIEW, TECUAI'Th3{ICA ANIMAL RESEARCH FACILITY. I hereby grant Power of Attorney to the TechAmerica Group, Inc . , on matters regarding, the above-referenced application -as required by Weld County. Sincerely, Jessie Jane Aranci James A. Aranci -24- APPENDIX B REPORT OF A GEOTECHNICAL. INVESTIGATION F-OR TECH AMERICA RESEARCH FACILITY WE L D COUNT Y, COLORADO NORTON UNDERWOOD AND LAMB, INC. GRFILLY, COLORADO F'ROJLC1 NO. 5400-83 BY EMPIRE LABORATORIES, INC. 214 NORTH HONES STREET FORT COLLINS, COLORADO 80521 -26- TABLE OF CONTENTS Table of Contents Letter of 'transmittal Report 1 Appendix A A-1 Test Boring Location Plan and Geologic Map A-2 Key to Borings A-3 Log of Borings A-4 Appendix B B-1 Consolidation lest Data B-2 Moisture Density Curve B-4 Permeability Curves B- -Summary of Test Re:-suits B--9 Appendix C C-1 rear D e I.e&thor e: Yt:,:t ",, L.',a. Fwood 6ice 1242 8 emwooti Place MATERIALS AND FOUNDATION ENGINEERS Longmont,Colorado 80501 P.O.43ox 1135 21,I'n 1-5--.--3 FortC-I11 1. C91,4t i _%z (s03) flu s;:2t F.O. Box 429 (3031 4814-03 3151 Nation Way Cheyenne,Wyoming 82001 P.-O. Box 10076 January 10, 1984 (3071-632-9224 Norton Underwood and Lamb 1020 28th Avenue, Suite 205 Greeley, Colorado 80631 Attention: Mr. Tom Norton tcntlemen: We -are pleased to submit our Report of a Geote-chnical Investigation prepared for the proposed animal research facility located on Weld County -Road 84, northeast of Fort Collins, Colorado. Rascal upon our findings in the subsurface, we Teel that the site is suitable for the proposed construction, providing the design criteria and recommendations set forth in this -report are mot. The accompanying report presents our -findings in the subsurface and our recommendations based Upon those findings. Very truly yours, /! - �' EMPIRE LAFORA-l"( RIES, INC. /' "E', . c\ (I,', f�E�C, 7. NTH R. She rrod �1+` 4 frt, 17 Senior Engineering Geologist ��r<,-d:i ",,: �c,'.� Reviewed by: $1,7 / !r c-.va ,,,.?`r ^''ciE $ 4r' c..) toe'', A'1/ ,4. Chester C. Smith, -P.E. es:r✓!,eCc,Iste O.le % President .b elt la: 48O8 F. ': cic 0p • r•\-h�,or o v ? ®RAPO : rig N E-• • .0 ,,• /� H MEMBER OF CONSULTING ENGINEERSLOLNCIL OF A GEOTECHNICAL INVESTIGATION SCOPE This report presents the results of a -geotechnical evaluation prepared for the proposed animal research facility located south of Black Hollow Reservoir, northeast of Fort Collins, Colorado. The investigation included test borings and laboratory testing of samples obtained from these borings. The objectives of this study were to (1 ) evaluate the subsurface conditions -at the site relative to the proposed construction, (2) make recommendations regarding the design of the substructures and detention basin, and (3) recommend certain precautions which should be taken because of adverse soil and/or groundwater conditions. SITE EXPLORATION The field exploration, carried out on December 20, 1983, consisted of drilling, logging , and sampling seven (7) test borings. The location and number of test borings were determined by personnel of NorLUii Underwood and Larnh. 1 he locations of the test borings are shown on the Test Boring I oration Plan and Geologic Map included in Appendix A of this report. Boring logs prepared from the field logs are shown in Appendix A. Those logs show soils encountered, location of sampling, and groundwater at the time of the exploration. The borings were advanced with a four-inch diameter, continuous-- type, power—flight auger drill. During the drilling operations, a geotechnical engineer from Empire Laboratories, Inc. was present and made continuous observations of the soils encountered. A visual inspection was made of the site on the same date by an engineering geologist of Empire Laboratories, Inc. -1 Si I h LOCH I ION AND UtSCkii' IIUN The proposed site is located on Weld County Road 84 approximately -one and one-half miles east of its intersection with Weld County Road 19, northeast of Fort Collins, Colorado. More particularly, the site is described as a tract of land situate in the South 1/2 of Section 3, Township 7 North, Range 67 West of the Sixth P.M. , Weld County, Colorado. The north and east boundary of the property is formed by the Lariruer County Canal, and the south boundary is formed by Yield County Road 84 which is gravel surfaced. An overhead power line is located north of ‘Veld County Road 84 along the south edge of the project area. Black Hollow Reservoir lies north of the site. The property consists of cultivated farmland planted in alternating strips of winter wheat. The site is relatively flat to gently rolling and has minor drainage to the north and east from a low rise at the southwest corner of the property. LABORATORY 1 F:SI S AND FVAL UATION Samples obtained from the test borings were subjected to testing in the laboratory to provide a sound basis for evaluating the physical properties of the soils encountered. Moisture contents, dry unit weights, unconfined compressive strengths, water soluble sulfates, swelling potentials, and the Atterberg limits were determined. A summary of the test results is included in Appendix B. Consolidation, swell-consolidation, moisture density and permeability characteristics were also determined, and curves showing these data are included in Appendix B. SOIL AND GROUNDWATER CONDIT IONS The soil profile at the site consists of strata of materials arranged in different combinations. In order of increasing depths, they are as follows: -2- (1 ) Silty _Topsoil: area tested is overlain by a six (6) inch layer of silty topsoil. The topsoil has been penetrated by root growth and organic matter and should not be used as a bearing soil or as a fill and/or backfill material. The topsoil has been penetrated by root growth and organic matter and should not be used as a bearing soil or as a fill and/or backfill material. It is suggested -that the topsoil be stripped and stockpiled for reuse in planted areas. (2) Sandy Silty -Clay: This stratum underlies the topsoil and extends to the bedrock below. The silty clay is moderately plastic, contains varying amounts of sand and isolated lenses of silty sand and exhibits moderate bearing characteristics in its moist in situ condition. When wetted, the clay stratum exhibits slight swell potential; and upon loading, consolidation readily occurs. In situ, the clay stratum exhibits low permeability rates; and the silty sand exhibits moderate permeability. When compacted to ninety-five percent (95%) of Standard Proctor Density, the clay material is relatively impervious. (3) Siltstone- Sandstone- Claystoiie Bedrock: The bedrock was encountered in all borings at depths four (4) to twenty- four and one- half (24-1 /2) feet below the surface and extends to greater depths. the upper three and one-half (3-1 /2) to eight (8) feet of the bedrock is highly weathered; however, the underlying interbedded siltstone, sandstone and claystone is firm and exhibits high bearing characteristics. When wetted, the bedrock stratum exhibits slight to moderate swell potential. (4) Groundwater: At the time of the investigation, free groundwater was encountered in Borings 5, 6, and 7 at depths seven (7) to twelve and one-half (12-1 /2) feet below the surface. No free groundwater was encountered in Borings 1 through 4 to the depths explored. It is our opinion that a • perched water table may develop at the site where groundwater -3- is not -already encountered above the bedrock stratum. Here, surface water may percolate through the upper subsoils and become trapped on the relatively impervious bedrock stratum, thus forming the perched groundwater condition. RECOMMENDATIONS AND DISCUSSION It is our understanding that the proposed animal research facility is to consist of single--story metal buildings having conventional slab-•on-grade construction. Animal pens will be constructed north of the buildings. A detention basin designed to ce!lect surface water will be constructed in the area of Borings 5 and 6 north of the proposed buildings. The size and exact location of the proposed buildings and detention pond were not known to us at the time of the site exploration. Geology The proposed facility is located within the Colorado Piedmont section of the Great Plains physiographic province. The Colorado Piedmont, formed during late Tertiary and Early Quaternary time (approximately )xty-five million (65,000,000) years ago) , is a broad, erosional trench which separates the Southern -Rocky Mountains from the Ilic;h Plains. Structurally, the property lies along the western flank of the Denver Basin. The Black Hollow oil field, a low relief anticlinal feature, is located within the Denver Basin adjacent to the project area. During the Late Mesozoic and Early Cenozoic Periods (approximately seventy million (70,000,000) 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 Pierre Shale. 1 he Pierre formation is overlain by alluvial and residual clay soils of -Pleistocene and/or Recent Age. • Bedrock outcrops ware not encountered at the site. However, the Pierre formation underlies the site at varying depths _of four and -4- one half (4-1 /2) to twenty-foul ariu one half (24; 1 /2) feet 1.):.l the surface. The bedrock encountered is that of the Pierre Shale transition zone, which consists of medium dark gray shale or claystone, siltstone and sandstone thinly interbedded and grading upward from shale to predominantly siltstone and silty sandstone. -The bedrock section of the Pierre shale transition zone is approximately two thousand (2000) to three thousand (3000) foot thick and includes what has been mapped by others as the Lower Fox Hills Formation. The siltstones and claystones encountered at the site are anticipated to be relatively impervious; however, water may follow joints and fractures which exist within the bedrock stratum. The Pierre shale in this general area is a poor aquifer, and its water yields are very low being generally less than twenty-five (25) gallons per minute. The general regional dip of the Pierre Shale in this area is three degrees (30) to six degrees (6°) in an easterly direction. However, a dip reversal may occur in the vicinity of the project area. The Black Hollow oil field is located approximately two (2) miles east of the site and is underlain by a north-south trending anticlinal structural feature of low relief. Seismic activity in the area is anticipated to be low; and in our _opinion from a structural standpoint, the property is relatively stable. The topography of the site is flat to gently-sloping. Geologic hazards due to mass movement caused by gravity, such as landslides, mudflows, etc. , are riot anticipated at the site. With proper site grading around the structures, erosional problems within the upper clay soils should be minimal. The site lies within the drainage basin of The Slough, an intermittent stream which is a tributary of the Cache La Poudre River. The property does not appear to lie within the flood plain of the stream and should not be subjected to its flooding. Site Grading and Utilities Specifications pertaining to site grading are included below and in Appendix C of this report. It is recommended that the upper six (6) inches of topsoil below building, filled and paved areas be stripped and stockpiled for reuse in planted areas. All organic matter and other --5- unsuiteblo mate i i &;V uld also be removed. The upper six (C) inches of the subgrade below building, filled and paved areas should be scarified and recompacted two percent (2%) wet of optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 6_98-78. (See Appendix C. ) The fill should consist of the on-site soils or imported material -approved by the geotechnical engineer. The fill should be placed in uniform six (6) to eight (8) inch lifts and mechanically compacted two percent (2%) wet of optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698--78. Bedrock _encountered at the -site may be used as fill material. Heavy-duty construction equipment equivalent to a U 9 tractor may be needed to excavate the bedrock, and bedrock used as fill should be broken into pieces less than six (6) inches in diameter. Proper placement of the bedrock as fill may be difficult, and a disc or other mixing equipment may be needed to obtain uniform moisture and proper compaction. The bedrock may he used as fill in open and planted areas or in the lower portion of fill below paved areas. In computing earthwor-k quantities, an estimated shrinkage factor of eighteen percent (18-%) to twenty--three percent (23%) may be used for -the on-site clays compacted to the above-recommended density. A shrinkage factor of fifteen percent (15%) -to twenty percent (20%) may be used for the bedrock used as compacted fill. Utility trenches dug four (LI) feet or more into the upper clay soils should be excavated on slopes no steeper than 1 : 1 . The bedrock may be excavated on vertical slopes. -Excavation of the bedrock may require -the use of heavy-duty construction equipment. Where utilities -are excavated below groundwater, dewatering will be needed during placement of pipe and backfilling for proper construction. All piping should be adequately bedded for proper load distribution. Backfill placed in utility trenches in open and planted areas should be compacted in uniform lifts at optimum moisture to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-78 the full depth of the trench. The upper four (4) feet of backfill placed in utility trenches under building 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-/8, and the lower portion of these -6- trenCn.3 should bo compacted to at loost lilrlc iy pet i3Oit rV'O) GY Standard Proctor Density ASTM D 698-78. Addition of moisture to and/or drying of the subsoils may be needed for proper compaction. Proper placement of the bedrock as backfill may be difficult, as is discussed above. Stripping, grubbing, subgrade preparation, and fill and backfill placement should be accomplished under continuous observation of the geotechnical engineer. Field density tests should be taken daily in the compacted subgrade, fill, and backfill under the direction of the geotechnical engineer. Foundations In view of the anticipated loads transmitted by the proposed construction and the soil conditions encountered at the site, it is recommended that the structures be supported by conventional-type spread footings and/or continuous _grade beams. All footings and/or grade beams should he founded on the original, undisturbed soil a minimum of thirty (30) inches below finished grade for frost protection. The identification and undisturbed nature of the soil and bedrock stratum should be verified by the geotechnical engineer prior to placement of -any foundation concrete. Tootings and/or grade beams founded at the above level riiay be designed for a maximum allowable bearing capacity of two thousand (2000) -pounds per square foot (dead load plus maximum live load) . To counteract swelling pressures which will develop if the upper clay soils become wetted, all footings and/or grade beams founded on the upper clay soil a minimum of two (2) feet above the bedrock stratum should be designed for a minimum dead load of five hundred (500) pounds per square foot. Footings founded on or within two (2) feet of the bedrock stratum should be designed for a minimum dead load of -seven hundred fifty (750) pounds per square foot. The predicted settlement under the above maximum loading, as determined by laboratory consolidation tests, should be less than three-fourths (3/4) inch, generally _considered to be within acceptable tolerances. -7- Slays on Grade Subgrade below slabs on grade should be prepared in accordance with -the -recommendations discussed in the "Site Grading and Utilities" section of this report. It is important that the moisture content of the subgrade be two percent (2%) wet of optimum moisture just prior to placement of underslab gravel and concrete. If the subgrade below slabs on grade is allowed to dry below optimum moisture, it should be rewetted just prior to slab construction. Slabs on grade supporting heavy floor loads should be underlain by at least six (6) inches of crushed gravel base course, compacted at optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. (See Appendix C. ) Office and other areas transmitting light floor loads should be underlain by a -minimum of four (4) inches of clean gravel or crushed rock devoid of fines. The gravel base course and/or gravel should help to distribute floor loads and should act as a capillary break. Slabs on grade should be designed for the imposed loading, and it is suggested that they be designed structurally independent of bearing members. To minimize and control shrinkage cracks which may develop in slabs on grade, we suggest that control joints be placed every ten (10) to fifteen (15) feet and that the total area contained within those joints be no greater than two hundred twenty-five (225) square feet. Detention -Pond It is -our understanding that a detention pond is to be constructed in the -area of Borings 3 and 6 -at the site. The depth of the pond will be approximately five (5) to six (-6) feet below -existing grades. In situ permeability rates of the sandy -silty clays encountered in the proposed pond area vary from .06 to 3.97 feet per year. Thin lenses of silty -sand encountered within the clay stratum have higher permeability rates of 1_6.10 feet per year. When the clay material is compacted to ninety-five percent (95%) of Standard Proctor Density ASTM D 608-78, the permeability is greatly reduced; and perrneabilities of 0.02 feet per year were obtained in laboratory compacted samples. In view of the -8- Soil, groundwater, and geologic conditions encountered at the site, it is our opinion the site is suitable for construction of the proposed detention pond. It is recommended that the bottom of the pond be placed a minimum of two (2) feet above existing groundwater. Where this is not practical, temporary dewatering during construction will be -required to properly excavate and/or line the pond. If the bottom of the pond is placed below groundwater, it is recommended that water be -kept in the pond to counteract hydrostatic pressures or that a drainage system be provided below the bottom of the pond to lower water levels and minimize damage to the lining caused by hydrostatic uplift. The pond should be founded within the relatively impervious sandy silty clay stratum. Lenses of silty sand encountered within the bottom or wetted perimeter of the pond should be overexcavated a minimum of one (1 ) foot. The overexcavated areas should be backfilled with the on-site sandy silty clays mechanically compacted in two uniform lifts to a minimum of ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. (See Appendix C.) The upper six (6) inches of the clay subgrade below, the pond bottom and embankment area should be scarified and tecompacted at or near optimum moisture to at least ninety-five percent (95%) of Standard -Proctor Density ASTM D 6S8-78. Embankment material used to form the T,orid should consist of the on-site sandy silty clay soils mechanically compacted in uniform six (6) to eight (8) inch lifts to a minimum of ninety-five percent (95%) of Standard Proctor Density AS1 M D 698-78. It is suggested that the proposed pond embankment should be placed on grades of 3:1 or flatter. For ease of maintenance and construction, the top of the berm should be a minimum of eight (8) to ten (10) feet wide. It is suggested that all topsoil removed from within -the limits of the proposed pond be stockpiled and _used to vegetate the pond slopes. Parkinc Areas 1 he required total thickness for the pavement structure is dependent primarily upon the foundation soil or subgrade and upon -traffic conditions. Based on the soil conditions encountered at the site and the -9- anticipated type and volume of traffic and using a group index of 15 as the criterion for pavement design, the following minimum pavement -thicknesses are recommended: Passenger Car Parkincu Asphaltic Concrete 2J" Crushed Aggregate Base Course 7" Total -Pavement Thickness 9}" Truck Parking and Loading Areas Asphaltic Concrete 3" Crushed Aggregate Base Course 8" Total Pavement Thickness 11 " Subyrade below proposed parking areas should be prepared in -accordance with the recommendations discussed in the "Site Grading and Utilities" section of this report. The surface of the subyrade should be hard, uniform, smooth, and -true to grade. To prevent the growth of weeds, it is suggested that all subgrade under parking areas be treated with a soil sterilant. The base course overlying the suhyrade should consist of a hard, durahle, crushed rock or stone and filler and should have a minimum "k" value of 80. 1 he composite base course material should be free from vegetable matter and lumps or balls of clay and should meet the Colorado Department of Highways Specification Class 6 Aggregate Base Course which follows: Sieve Size $ Passing 3/4" 100 #4 30-6-5 #8 25-55 #200 3-12 Liquid Limit - 30 Maximum Plasticity Index - 6 Maximum -10- The base course should be placed on the subgrade at or near optimum moisture and compacted to et least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. (See Appendix C. ) It is important that the base course be shaped to grade so that proper drainage of the parking area is obtained. GENERAL RECOMMENDATIONS (1 ) Laboratory test results indicate that water soluble sultates in the soil are negligible, and a Type I cement may be used in concrete exposed to subsoils. Slabs on grade subjected to de-icing chemicals should be composed of a more durable concrete using a Type II cement with low water-cement ratios and higher air contents. (2) Finished grade should be sloped away from the structures on -all sides to give positive drainage. Ten percent (10%) for the first ten (10) feet away from the structures is the suggested slope. (3) Backfill around the outside perimeter of the structures should he mechanically compacted at optimum moisture to at least ninety percent (90%) of Standard Proctor Density AS1M D 698-7E. (See Appendix C. ) Puddling should not be permitted as a method of cornpac.tion. (4) Plumbing and utility trenches underlying slabs and paved areas should be backfilled with an approved material compacted to at least ninety-live percent (95%) of Standard Proctor Density ASTM D 698-78. Puddling should not be permitted as a method of compaction. (5) Cutters and downspouts should he designed to carry roof runoff water well beyond the backfill area. -11- (6) Underground sprinkling systems should be designed such that piping is placed a minimum of five (5) feet outside the backfill of -the structure. Heads should be designed -so that irrigation water is not sprayed onto the foundation walls. These recommendations should be taken into account in the landscape Manning. (7) Footing and/or grade beam sizes should be proportioned to equalize the unit loads "applied to the soil and thus minimize differential settlements. (8) It is recommended that compaction requirements specified herein be verified in the field with density tests performed under the direction of the geotechnical engineer. (9) It is recommended that a registered professional engineer design the substructures and that he take into account the findings and recommendations of this report. 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 type of structures or pond or their locations are planned, the conclusions and recommendations 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 fmpire Laboratories, Inc. , the geotechnical engineer of record. Variations in soil "and groundwater conditions between test borings may be encountered _during con-struction. In order to permit correlation between the reported subsurface conditions end the -actual conditions encountered during construction and to aid in -carrying out the plans and specifications as originally contemplated, it is recommended that Empire Laboratories, Inc. be retained to perform continuous construction -12- review during the excavation and foundation phases of the work. Empire Laboratories, Inc. assumes no responsibility for compliance with thr recommendations included in this report unless they have been retained to perform adequate on-site construction review during the _course of construction. -13- APPENDIX A. • TEST,jJ B0RINGac- n1 L0CATI0NpMt.r PLAN f oec • • `9=4� _. C!is (-_.Iit&cn� --- _ .Kip ekEvs,ex__O115 pitmr, ‘1/4 FORD-iA (tO}i (7RAts7jiod_zott trt. N • essks) da-3 te tel� ------ kJrLv CAUNIT-f Rom) 01- A-2 _._ ., a ,.- EAT IRE LAs7PAT0RIES, INC. -- -KEY TO BORING LOGS '2"� TOPSO$I ,,•,.t.1" "I T'^AVEL 8 lee FILL SAND&T;RAVEL e> SILT 1e ice,: SILTYSAND&GRAVEL 0, CLAYEY SILT -COBBLES a 604 [7] SANDY SILT n. SAND,GRAVEL-& COBBLES r j I CL.AY WEATHERED BEDROCK �, SILTY CLAY SILTSTONE BEDROCK i �y SANDY CLAY 1 �y CLAYSTONE BEDROCK SANDI SANDSTONE BEDROCK /� SILTY SAND 1iU _LIMESTONE. CLAYEY-SANDTji -GRANITE SANDY SIL1Y CLAY Li SHELBY TUBE SAMPLE STANDARD PENE1-RATION DRIVE SAMPLER WATER TABLE 48 HOURS ASTIR DRILLING _c__ HOLE CAVED 5/12 Indicates that 5 blows of a 140 pound hammer falling 30 inches was required to penetrate 12 inches. A-3 __,_.... .._.._.___...._..._......._..______.._.__._ EMPIRE LADORKI DRIES.INC. • LOG OF BOR`k CS ' • • ••••...6 «8/6 1.� •._�. _ .........�....... 1 12 5105 ..� 'Z. .. _ ____...._�s. •:s,.11/6. 5190 22/1' ....,.., .... .. = 10- •:7', 2'/12 27/12. • ..••• _-___..__..._ _._ . - lc/1. =_ ri. • ' P //' '�-f5100 ��:.-_ - r._., ,_ ... _.... . .�....., �.� _ -_ u�.._ ..s�.�.• %.v.� ._.er-i. ... . 3;/1,' ._ ..__�W. .-... .__.... 11/12 - • 5175 37,./1�-it.7.: .�- s,.• �. __� --- - 3n/12 5170 ohm Elevations furnished -by Norton, Undert•rood and Lamb. _ _ • A-4 . .___ _... .._..___ .________._ __.._,.______. EMPIRE LAP-ORATORIES, INC. __-.._._.___.-_ ___ ._..-_._______... -.. ... LOG OF BORINGS • • flx•Vs\-rio • *. ._.._. do 5 - --_:.A0 5135n_ 17 ,... .,. • 5180 10/6 _ �..�....11/6 T ..�.�_13/l „. .„ _arca..:.e.,.. • 7�i2 • 7/12 � 29/12 y. _ • .tea_ 4.. 5175 . ....... ...._ . _ . 0/12 • 7/12 , 5170 5/12 . • 10/12 5165 _...__ s .' 4/12 .., ....2112 _._..._ .I� — '!'• • 5160 5155 26/1216/12 • A-5 LABORATORIES, INC. . ._.,:..- APPENDIX B. CONSOL 11 ION I L.:o I PRO. .L i4►00 .780 �----- -- BORING NO.:2 DEPTH: 3.0 780 - --- - DRY DENSITY:54.8 • X MOISTURE: 23.0 ?40 _ T. _..____.._..._ —-2.'%A,.. ...,...,...i .?00 ---_.__..._._Y.-_—,__... .___ _ ------ _.__.._-._. C Q a `" .680 -_._-__ .. x;60 .,.-- -__,_ 620 -_ -. 0. 1 0.25 0.5 1.0 5 10 APPLIED PRESSURE - TSF IA Cr) ` "`--,,,•�.... 11..,..... I p) Z G -12 .0 -�.� _.i_�_ _ -�- --- -- -- lE.D -_-_-. ---_.__...__ _ �._.__ _ _-- -- _� 0. 1 0. 25 0.5 1.0 5 10 APPLIED PRESSURE - TSF --- EMPIRE LABORATORIES INC. --_ 6-2 SWLL.L - CONSOL I DOT ION TEST PRO. 5400 . .510 - E0F'I NG NO.:3 ►3 . .�-.- DEPTH: 3.0 .50 DRY DENSITY: 110.8 k MOISTURE: 17.9 .490 - --.--- 2, ,470 IIITTIIIIi±II. _______ cc i=t o ,450 - _.____. ___..._. ___- _ -.._ .,_ - --_---- > 451 ___.__ _. • .440 - ____T_ ._._. _L_.__ _____ -_ ___ - • .430 _,-- _ _ _ �____ _ _ • • .42£i ---------- 0. 1 0.25 0.5 1.0 - 5 10 F-PLIED PRESSURE - 1 SE -- ui (I; I0 .UL- _gym.,,, - _-� - ,..._ -.-__.- ate" K+r: • w r„._,....„ _ , _. ,, r f z 1-.1 '4JNTL R ADDED o, 6, • U -8.0 - 0. 1 0. 25 0.5 1.0 5 - 10 APPLIED PRESSURE - TSP ___ EMPIRE LF1HORRTORIES INC . Ii...3 MDIS1URE DENSITY CURVE CURVE # 1 PROJECT : NORTON , UNDERNOOD AND LAMB LOCATION OF SAMPLE : BORING No . 5 L 0 . 5 '- 4 . 0' TECH AMERICA RESEARCH FACILITY . SAMPLE DESCRIPTION: ERONN SILTY SANDY CLRY TEST PROCEDURE : ASTM D 698-76 Method Fl MAXIMUM DRY DENSITY: 110. 2 PCF OPTIMUM MOISTURE: 15 . 6 % 120. 0 �.�..a.�� ar 1 15 . 0 ,. — �.s . _ _ ._ - -- - - r- cc 10n. 0 ��. .. 95 . 0 5 . 0 10 . 0 15 . 0 20 . 0 25 . 0 30. 0 PERCENT MOISTURE EMPIRE LHBORATORIES INC . B-4 PERMEABILITY . PROJECT : NORTON UNDERWOOD LAMB TECH AMERICA RESEARCH FACILITY SAMPLE NUMBER: BORING #5 ,. DEPTH 0 . 5 ' - 4 . 0' TEST PROCEDURE: FALLING HEAD METHOD DENSITY : 104 . 7 PCF @ 95 . 0 % OF MAXIMUM DRY DENSITY PERMEAB l:L I TY: 0. 02 Ft/Y r 10 . 0 `r-°-..".� ., y�.�" _.,_ x. L l� _ ._ i 4 . 0 m - .,.o,.__ ., s�...__�_ a Li ___. _ _ ._.w w.._ _._. _ 1 cif - --- Li 1.. ___ _____ ___ _ _ __I_ — - r ____ _______,_ ,_ ______ _ ______ ____ , .__ ___ _ ___.„ it ____ __ _____ _ ___ __ _ __ ___ ____ _____ _________ ot _: l aw.�.6er -- r: "_ yam,.. �.r 1.....r_..ali 0 40. 0 80. 0 120 . 0 160 . 0 200 . 0 TIME ( Hours ) • EMPIRE LABORATORIES INC . • B-5 PERMEHBILITY . PROJECT : NORTON UNDERNOOD LAMB TECH AMERICA RESEARCH FACILITY SAMPLE NUMBER : BORING #5 , DEPTH 3 . 0 ' TEST PROCEDURE : FALLING HEAD METHOD DENSITY : 99 . 5 F'CF ; PERMEAB].LITY: 3 . 97 Ft/Yr 100 . 0 -----___— — � � 80 . 0 L. A_. I[ I--. _1 '_ cY a_ - :s. r:_...„ ,,,A7,.... _ _ _ _ __ ___ _.17. _ _....r _T___ r , _ fa :trru ssr �} _____0 ? . 0 4 . 0 6 . 0 8 . 0 10. 0 TIME (Hours ) . EMPIRE LABORATORIES INC . 8-6 • PERMEABILITY . PROJECT : NORTON UNDER1n1OOD LAMB • TECH AMERICA RESEARCH FACILITY. SAMPLE NUMBER: BORING #5 , DEPTH 7 . 0 ' - 8 . 0' TEST PROCEDURE : FALLING HEAD METHOD DENSITY : 105 . 9 PCF PERMEABILITY: 16 . 10 Ft/Yr 50 . 0 m__e.. �_ s_ f_ - - _— o • if III -1"-- _.J r a. / 10 . 0 -"--s- 0 1 . 0 2 . 0 3 . 0 4 . 0 5 . 0 TIME ( Hours ) EMPIRE LABORATORIES INC . 6-7 PERMEABILITY PROJECT : NORTON UNDERNOOD LAMB TECH AMERICA RESEARCH FACILITY SAMPLE NUMBER: BORING #6 , DEPTH 4 . 0 ' TEST PROCEDURE : FALLING HEAD METHOD DENSITY: 101 . 7PCF PERMEABILITY : 0 . 06 Ft/Yr ra ›- . 2 __._ ��...e._... .r _�. .�... 0 40 . 0 80. 0 120. 0 160 . 0 200. 0 TIME (Hours ) EMPIRE LABORATORIES INC . 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B-•11 • 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 six 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 TILL No sod, brush, trozen 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 opini-on of the soils engineer, it is not possible to obtain uniforr 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 place ,ent 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-3 • 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. ,- (1 REFERRAL LIST APPLICANT: Tech-America Group, Inc. CASE NUMBER: USR-607:84:3 SENT REFERRALS OUT: January 25, 1984 REFERRALS TO BE RECEIVED BY February 10, 1984 U) U) z z U) o U) o z i-+ z o H¢6 N o E-I¢ U) U oz O �U1 OZ O ti W 5 U W 5 U) a U O 0 U O C4 W U W U Z h F4 Z X Z N PG Z County Attorney (plat only) State Veterinarian Dr. J. Hudelson Weld County Health Department 1525 Sherman Street 41( xx 4th Floor Engineering Department Denver, Colorado 80203 x XX `— County Extension Agent Doug Graff A Planning Commission Member Colorado Geological Survey 3115 Grandview Drive 1313 Sherman Street Greeley, Colorado 80631 _ Room 703 Denver, Colorado 80203 Poudre Fire Authority Larry Donner, Division Chief 505 Peterson Street Fort Collins, Colorado 80524 Greeley Soil Conservation 4302 9th Street Road Greeley, Colorado 80634 State Engineer Division of Water Resources Humane Society of Weld County 1313 Sherman St. , Room 818 23700 Colorado State Hwy 263 Denver, Colorado 80203 Greeley, Colorado 80631 State Highway Department Don Engle 1420 2nd Street Larimer-Weld Irrigation Greeley, Colorado 80631 P.O. Box 206 Eaton, Colorado 80615 -1 Colorado Department of Health xx Water Quality Control Division 4210 East 11th Avenue Denver, Colorado 80220 ATTN: Bud Mahn • H rOUMe fire Phone (303) 482-9023 f 505 PETERSON a" Authority FORT COLLINS, COLO. 80524 s February 7, 1984 • Rod Allison, Current Planner II Department of Planning Services 915 - 10th Street �� 1 1984 Greeley, Colo. 80631 Dear Mr. Allison: II��11 VT-fo C. ,imam Commission 6 I have received the proposal for Tech-America Animal Research Facility. p . 'j The Poudre Fire Authority has two concerns that should be addressed. FriFirst, the access as shown does not meet requirements as spelled out in Section 10.207 of the 1982 Uniform Fire Code. We will require a turn- around for our apparatus on site or irelane encircling the structures. The minimum width of a fire lane is 20 ft. Minimum turning radii for our equipment is 40 ft. outside and 20 ft. inside. In addition, the access roadway needs to be within 150 ft. of all portions of the exterior walls of the first story of any building. (See enclosure) Water for fire suppression is the second concern that needs to be addressed `j on this site. While the Poudre Fire Authority does maintain tankers, we do LL II� not have the ability to provide the necessary water to protect the proposed facility. The future plans to provide adequate water for fire fighting should be included in the initial construction phase. We will require the II' on-site storage to meet NFPA 1231 requirements. (See enclosure) I N If you have any questions, please feel free to call . • Sincerely, cS�^.sue arry D nner, Fire Marshal Poudre Fire Authority LD/rl Enclosures PROTECTING LIVES & PROPERTY \bUCA Jfl Phone / j, • 505 PETERSON Pi'1'4' r A11� FORT COLLINS, COLO. 80524 February 15, 1984 Rod Allison, Current Planner II Department of Planning Services 915 - 10th Street Greeley, Colorado 80631 Dear Mr. Allison: I have discussed Tech-America Group' s proposal for an animal research facility with Tom Norton. Mr. Norton has assured me that the Poudre Fire Authority' s concerns over access and water for fire protection can be adequately addressed in the final design of the facility. We have no problem with the facility if our concerns are addressed in the final design. We would, however, like to have Poudre Fire Authority' s approval of design for access and water supply on site as conditions placed on this development. If you have any questions, please call . Sincerely, alfrrenner Fire Marshal l" 11 1., 1984 Weld Co. Planning Cammissinn LD/rl PROTECTING LIVES & PROPERTY e champlin A Subsidiary of Union Pacific Corporation 9 x 1'- [-7;] + MAR 1 4 1984 WillornA Keefe EXPRESS MAIL Staff Attorney -- - - March 13, 1984 The Board of County Commissioners of Weld County, Colorado Weld County Centennial Center 915 - 10th Street Greeley, Colorado 80631 Attn: Mary Ann Feuerstein RE : Docket #84-10 Use by Special Review - Animal Research Facility TechAmerica Group, Inc . Township 7 North, Range 67 West Section 3 : SW4 Ladies and Gentlemen : Champlin Petroleum Company has received notice that a hearing is scheduled for Wednesday, March 14, 1984 to consider the ap- plication for a Special Use Permit allowing intensive agricul- tural use. Union Pacific Land Resources Company, an affiliate of Champlin Petroleum Company, owns the oil and gas estate underlying the above-referenced Section 3; Champlin Petroleum Company has the right to acquire those interests from Union Pacific Land Re- sources Company. It is Champlin's understanding that the applicant has not re- quested a zoning change from the present acgricultural classi- fication, and that oil and gas extraction will remain a use by right . Therefore, Champlin Petroleum Company has no objection to the proposed Special Use Permit . Nevertheless , Champlin may wish in the future to exercise its right to drill wells and extract oil and gas from the affected property and there- Champlin Petroleum Company Denver Region P.O. Box 1257 4/1 Englewood, Colorado 80150 ( t_ 303 / 779 0079 Board of County Commissioners of Weld County, Colorado March 13, 1984 Page 2 fore asserts its position that the mineral estate is a domi- nant estate and preserves all rights to conduct oil and gas exploration and production operations on the property. Very truly yours, bOttetenm Q - 1)-2762-- William A. Keefe Staff Attorney WAK/jma E.. ., (YIEMORAf1DU(11 IIDc . To Clerk to the Board Date March 14, 1984 COLORADO From Rod Allison, Planner II Subject: USR-607:84:3 - Tech America Group, Inc. The attached referrals and letters were received on the above referenced case after the Case Summary Sheet was prepared. RA:dg THE WATER SUPPLY AND STORAGE COMPANY HARVEY G. JOHNSON. PRESIDENT VIVIENNE I. WOODWARD. SECRETARY POET ORRICE BOX 1504 PHONE 482-3433 2319 EAST MULBERRY FORT COLLINS, COLORADO 60822 February 27, 1984 Mr. Rod Allison Current Planner 11 Weld County Planning Services 915 10th Street Greeley, Colorado 80631 Dear Mr. Allison; Re: Tech-America Group, Inc. USR-607:84:3 Thank you for copies of the comments from the Environmental Health Depart- ment regarding the application from the Tech-America Group, Inc. , per our request. The Water Supply and Storage Company requirements are as follows: 1. No disposal of any kind to enter our ditch, either by seepage or runoff. Our greatest concern is that our ditch dumps into Black Hollow Reservoir, which is leased to Colorado State Game and Fish for public use. 2. No structures of any kind within 20 feet on each side of the ditch. 3. No crossing of our ditch of any kind without a written contract from our Company. 4. No pumping from our ditch at anytime. Sincerely, THE WATER SUPPLY AND STORAGE COMPANY Harvey G. Johnson _ President i hl Z.�'��_ . �n !L 1' f ,-H HGJ/vw 1I 2 j iIflG4— Weld co, Planning Gumnitssa . 14 liiir . � ,. �t-; 0 it �� • �D ra, onP Pf'�J ors, i�,�a�:a,�ono Exr 40( 715 70TH STREET ! �' - �� ,HEELEy,(;O LORAnp 8063' �� " l/ 2G i984 �i u CD , WO `' J -1 a MON+ V 2 &s CASE NUMBER USR-607:84:3 i a � �Ia�0lllg CORi071SS1U,, DENVEWL °N t. r4 "m.! • January 25, 1984 COLORADO REFERRAL TO WHOM IT MAY CONCERN : Enclosed is an application from Tech-America Group, Inc. for a Use by Special Review Permit for an Animal Research Facility • The parcel of land is described as part of the SW1, Section 3, T7N, R67W of the 6th P.M. , Weld County, Colorado • The location of the parcel of land for which this application has been submitted is 5.5 miles north of Severance; north of Weld County Road 84 and east of Weld County Road 19 . 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- tatc the processing of the proposal and will ensure prompt considera- tion of your recommendations . If a response from your office is not • received within 14 days of mailing from our office , it may be in- terpreted to mean approval by your office. If you are unable to respond within 14 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 February 10, 1984, 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 . s 2. A formal recommendation is under consideration and will be submitted to you prior to 3 . Please refer t e enclosed letter. Colorado Dept. of Health Signed ClitrtQa4- Agency Water Quality Control Date 3/1/84 Permits & Enforcement ?fr- o d Allison, Current Planner II RA:rg PLATTE RI vL.. POWER AUTHOR') it TIMBERLINE & HORSETOOTH ROADS • FORT COLLINS, COLORADO 80525 February 22 , 1984 Telephone: (3031 226-4000 Board of Directors Cable: "PLATTRIVER" Bill D. Carnahan Robed L. Dekker John B. Knezovich David C. Plumb John H. Rust,Jr. William G. Swenson Harry B.Tregent Dieter P.Wirtzfeld General Manager Albert J. Hamilton Mr. Rod Allison, Planner Weld County Planning Services 915 Tenth Street Greeley, Colorado 80631 Dear Mr. Allison: In response to Mr. Tom Norton' s request, I am writing you to describe what Platte River Power Authority considers appropriate use of our Rights-of-Way as a parking area. Enclosed is a copy of a typical easement currently used . Platte River is not in opposition to the joint use of our Trans- mission Rights-of-Way. However any such joint use must be done in strict adherence to the safety requirements of the National Electric Safety Code and Platte River Power Authority. Conse- quently Platte River requires review and approval of all design drawings for any such facility. Our review would address such issues as -ground elevation and the .location of traffic ways such as curb cuts or cul-de-sacs. Platte River is prepared to approve the use of our Rights-of-Way for parking areas provided that the intended users of such Rights-of-Way submit plans for our review and obtain a permit for construction from Platte River in writing. We would be available to discuss the procedures for submitting such plans for our review and subsequent approval . Sincerely yours , PLATT IVER PO ER AUTHORITY/49' C; \ R J. Rohl v 3 2 3 19984 Director of Engineers F u /sl P12n�lag Camttlissioe Neld Co. Enclosures cc: Tom Norton C char ern a A'wP ur:dmry of Uoirn Paafir.Corporation February 21 , 1984 J C Crone Stan Attorney Weld County Planning Commission 915 - 10th Street Greeley, Colorado 80631 Weld County Department of Planning Services 915 - 10th Street Room 342 Greeley, Colorado 80631 Attn : Rod Allison RE : USR 607 Special Use Permit TechAmerica Group, Inc . Animal Research Facility Township 7 North, Range 67 West: Section 3 : SW4 Ladies and Gentlemen : Champlin Petroleum Company has received notice that a hearing is scheduled for Tuesday, February 21 , 1984 to consider the application for a Special Use Permit allowing intensive agri- cultural use. Union Pacific Land Resources Company, an affiliate of Champlin Petroleum Company, owns the oil and gas estate underlying the above-referenced Section 3; Champlin Petroleum Company has the right to acquire those interests from Union Pacific Land Re- sources Company. It is my understanding from a telephone conversation with Rod Allison that the applicant has not requested a zoning change from the present agricultural classification , and that oil and gas extraction will remain a use by right . Therefore, Champ- lin Petroleum Company has no objection to the proposed Special Use Permit . Nevertheless, Champlin may wish in the future to exercise its right to drill wells and extract oil and gas from the affected property and therefore asserts its position that Champlin Petroleum Company Denver Region P O. Box 1257 Englewood. Colorado 80150 303 779 0079 Weld County Planning Commission Weld County Dept . of Planning Services February 21 , 1984 Page 2 the mineral estate is a dominant estate and preserves all rights to conduct oil and gas exploration and production operations on the property. Very truly yours , VC ' . { )'lam- J C. Cirone VStaff Attorney Champlin Petroleum Company fl ell Co. PianninQ Comniisslon \'d United States Soil Department of Conservation 4302 W. 9th St. Rd. , Greeley, CO 80634 erilAgriculture Service Milton Baumgartner, Pres. West Greeley Soil Conservation District P. 0. Box 86 Greeley, CO 80632 January 31, 1984 Dear Milt, The following are remarks pertinent to the application for a Use by Special Review submitted by Tech-America Group, Inc. for an animal research facility located in part of the SW' of Section 3, T7 North, R67 West, of the 6th P.M., Weld County, Colorado. The greatest concern appears to be the retention of animal wastes on the site without risk of contaminating the Larimer Co. Canal, Black Hollow Reservoir or the ground- water. Since any runoff from the animal holding facilities will be channelled directly into an impervious holding pond, and since no large stockpiles of manure are to be maintained at the site but periodically spread onto surrounding cropland and pas- tureland, it seems that the problem of any possible contamination has been planned for in a sufficient manner. Substantial imput has already been provided by Empire Labs, Inc. regarding any possi- ble soil limitations on the site. There appears to be no conflicts between their statement and any special consideration as may have been set forth by the South Weld County Soil Survey. I do, however, have some concerns regarding the future landscaping plans for the site. Since a good percentage of the total area under consideration is to be seeded to permanent grass pasture for the purpose of erosion control and livestock feed, and since the soils on the site tend to be shallow and have a low soil loss tolerance, I feel that the species selection as well as the future management applied should meet certain requirements. Slope ,n the site is approximately 4 percent in some of the steeper areas so there is a p. _. .bility of water erosion as well as wind erosion. Dryland grass mixtures, as sold by many seed companies, often contain a variety of species which may or may not be successful on the soils in question. Any dryland grass mixtures should be limited to native species that are compatible with each other as well as the soils on which they are planted. Any introduced grasses should be planted singularly or perhaps with one other well adapted perennial such as a small amount of dryland alfalfa. At any rate, rhizomatous species should be preferred over bunch grass types for their erosion prevention qualities. Yellow sweetclover, crested wheatgrass and any mixtures containing even a small portion of annual ryegrass would be better avoided under exist- ing conditions. — _ - 2i1 _ 4 -4 1 \it miss. to.p\ 0*to m weld If native species are used, proper grazing use should be adhered to in order to maintain sufficient vegetative cover on the soil surface. For this purpose, re- moval of not more than half of the total annual production each year will help to insure the viability of the plants. If introduced pasture grasses are used, grazing should not be allowed until the plants have reached a height of 4 to 6 inches and at no time during the year should they be grazed or cut below an average height of 3 inches. If I can be of any further assistance, please feel to contact me. Sincerely, Alan R. Forkey Range Conservationist Greeley SCS ARF/kp (Llcfw„i LcL 722e, /.(17O1 L, 9l5 - r"7 2 3164 y1 14 u Planning Lamndss-an is YILZAL " iriic i✓'eel 71,-(c ?/ ri_" .�.ie--CUi a urC ,, -1 9 L. '.t _Ce 4 GL9 L?ilL))Ud C Lint, ,'sz hnuyuk, cj/ Jc1(c( ,1 L6 a tL wr.G)7u .4, altfcc' -`2tc,:!_` 7L: r6 17 i � � I LL / i /� t LL t C 6 L� : / 2 : ��,tz�ti�� i + ' r f C G�C� mac, -� a:u i �' lL L61)2,1 ,-ta971 .L.LIY)2a'',' L'� L L- 'r ` �Q4.6; ;, v�:� / Lt AIC"7714Z,92412Cc LG$�'I/ / ./ .ik el�.A41.1<,t-^✓:,"' k,,�y!rl1^LY.'-�� -L'1✓ 1f Cile4/Jek L( ill>ef-e> /)(L ELF) dtzt,LJ - {� 31 c / ` 7U -tl'`Ce-41G 72c'�-' f7 1 Ltiy%c1v C`'2az4 6 i L�-(J 4LLh�'J _1rLCCIL' et, cw�-6 � L 2._1LLLL e— , /� I United States Soil A Department of Conservation 4302 W. 9th St. Rd. , Gruel ey, CO 80634 ,f• Agriculture Service Milton Baumgartner, Pres. West Greeley Soil Conservation District P. 0. Box 86 Greeley, CO 80632 January 31, 1984 Dear Milt, The following are remarks pertinent to the application for a Use by Special Review submitted by Tech-America Group, Inc. for an animal research facility located in part of the SW3 of Section 3, T7 North, R67 West, of the 6th P M., Weld County, Colorado. The greatest concern appears to be the retention of animal wastes on the site without risk of contaminating the Larimer Co. Canal, Black Hollow Reservoir or the ground- water. Since any runoff from the animal holding facilities will be channelled directly into an impervious holding pond, and since no large stockpiles of manure are to be maintained at the site but periodically spread -onto surrounding cropland and pas- tureland, it seems that the problem of any possible contamination has been planned for in a sufficient manner. Substantial imput has already been provided by Empire Labs, Inc. regarding any possi- ble soil limitations on the site. There appears to be no conflicts between their statement and any special consideration as may have been set forth by the South Weld County Soil Survey. I do, however, have some concerns regarding the future landscaping plans for the site. Since a good percentage of the total area under consideration is to be seeded to permanent grass pasture for the purpose of erosion control and livestock feed, and since the soils on the site tend to be shallow and have a low soil loss tolerance, I feel that the species selection as well as the future management applied should meet certain requirements. Slope on the site is approximately 4 percent in some of the steeper areas so there is a possibility of water erosion as well as wind erosion. -Dryland grass mixtures, as sold by many seed companies, often contain a variety of species which may or may not be successful on the soils in question. Any dryland grass mixtures should be limited to native species that are compatible with each other as well as the soils on which they are planted. Any introduced grasses should be planted singularly or perhaps with one other well adapted perennial such as a small amount of dryland alfalfa. At any rate, rhizomatous species should be preferred over bunch grass types for their erosion prevention qualities. Yellow sweetclover, crested wheatgrass and any mixtures _containing even a small portion of annual ryegrass would be better avoided under exist- ing conditions. t ' '1.211-. 1, 1�0-4 $000%Commission Weld Co. If native species are used, proper grazing use should be adhered to in order to maintain sufficient vegetative cover on the soil surface. For this purpose, re- moval of not more than half of the total annual production each year will help to insure the viability of the plants. If introduced pasture grasses are used, grazing should not be allowed until the plants have reached a height of 4 to 6 inches and at no time during the year should they be grazed or cut below an average height of 3 inches. If I can be of any further assistance, please feel to contact me. Sincerely, Alan R. Forkey Range Conservationist Greeley SCS ARF/kp AGENDA ➢ic, c Jebruary 21, 1984 NAME Tech-America Group, Inc. ADDRESS P,O. Box 1211, Ft. Collins, CO 30522 L 0CATI 0 N Approximately 5.5 miles north of Severance; north of Weld County Road 84 and east of Weld County Road-19 LEGAL DESCRIPTI0 N Part of the 5W4, Section 3, T7N, R67W of the 6th P.M. TYPE OPERATIO N A Use by Special Review Permit for an Animal Research Facility L0MMENTS, _ 224,. 2.47 -tO yt44.q J WELD COUNTY EXTENSION cERVICF. lE ORAnD m 'Ilk To Rod Allison, Planning Date February 7, 1984 COLORADO From Ron Stow, Environmental Health Tech-America Group, Inc. USR-607:84:3 suoi�r: Our comments: 1. The pond must be designed and constructed per the Colorado Department of Health's Guidelines for the Design of Feedlot Runoff Containment Facilities. The pond msut be approved by the Colorado Health Department Water Quality Control Division's District Engineer. I suggest that a referral be made to him. (Bud Mahn - telephone 320-8333). 2. The individual sewage disposal facility must be engineer-designed and approved by the Weld County Board of Health. Permit appli- cations may be obtained at our office. 3. Any pathological incinerator planned must be approved by and permitted through the Colorado Department of Health's Air Pollution Control Division (telephone 320-4180) . 4. I am concerned with the various types of organisms which may be used to infect the animals and how impact to the public will be negated. We require that a list of organisms be submitted to both the Colorado Department of Health's Zoonoses Division (Dr. Emerson) and to our department. I am concerned with the effects of building a pond (which may be filled with pathogenic organisms) adjacent to a major irrigation canal without any controls other than construction guides. RS/br ..11 J A a Ji \)11 L O4 1 ') 19 t ?Veld Cu. Planning Commission ( C inErnoRAnDurn 44\i/f(i , km viik Rod Allison, Planning February 9, 1984 To Date COLORADO From Ron Stow, Environmental Health Tech-America/USR-607:84:3 Subject: Based upon a telephone conversation with Dr. Steve Stroh on 2-8-84, -I can make the following comments: 1. No site incinerator is planned. Dead small animals (dogs and cats) are taken to the CSU incinerator. Larger animals are disposed of through bi-products companies. Larger animals, if considered a potential biohazard, are taken to the Larimer County Landfill by Tech-America personnel. Weld County Health Department has no problems with the above-delineated procedures. 2. Dr. Stroh is sending me a list of organisms with which they will use to inoculate animals. The list is filed with the USDA-APHIS office. Organisms to be used are those commonly found in any feedlot operation and are not considered hazardous. RKS/bks 71 _ L_,lir -_ ic, i i'� _____ aJ Wind Co. Niannjog i;onumssim; Please p. or t_; • �rrrrr�+r ,nnr I: . 1,-..-1;r::-..-;S, Tr;!.;/ki., ;•;, r ..r,, S r.,,...r.n. ( Slkit Am) LIP I_Ulit imiri1i-tw liUn Ii James A. Aranci1415 W. Mountain Ave. --------•-a-7115-t---03,0,_00.-_-_0.34.____ ;0.J4 Jessie Jane Aranci� Ft. Collins , CO 80521 _w _.._.__-_ Black Hollow Reservoir Au1 t, Colorado 80610 0705-03-0-00.015 0705--03-0-00-016 .Lc\Ae & Do othvy'G.Parker 551. So. Vine Street __.�_. 0705_04-0--r:: ►-0�O?.___......._.___ Denver, CO 80209 Doroth Floisery€.. T,ec�i.s_ 55.1 So. Vine Street 0705-04-0-00-003 _._.._ tnorothy G. 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