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Home My WebLink About810330.tiff _I i 1 �k pd.1 Is" c got ycS .5q. '11 .es; ^?�; °, �73It IN 3 aZ Ll' S - €E - _ "E 6. E.� _� A; u r of zt¢ �° aj 5a... ,l o o 1E-- ,y`r�' b e5 .p 84 = ®" _ al `41 ., .4 E _ _ 3 -= - E _ e` 5 `i. - a c '_F.II r a v a m z �_ g c..a ae " y - o , <E iI C_ a ,t z N yy E5 Sy E EY` � w i� D , S "e :i !..17.!::'61.-.r , _ LLI 9 cp s8 fi a" e" _ k S�" \4 �g �= a V j <` _ c _ "E E CAS '1 Wl �j� 1� T, .5: _ C,m, -' _ :5i% o - ey i ,,l'. E. 7' " o �� .--;,s3 _ `nil 41 i i to, N �� t " s AE" L -g- 4 uu" .3I e - - = I ! E C .,o ;DAM; .. G (11 El 4. -gg 1 =, d Hill!! ¢ _ a ., ., e m _ I fl K, "n& I QI J- I a y S Y A v€If E _t________ —1— T Vh;.,,o4 - ^u 3 uy` ^ym g2� ,q.7cs r _ _ �^ NoY4' = ,-c44 \ 4'','1. 71,0 Y low A,17'0 _ o2'"� I wn = al Y;` ---4— 11°,2 5„t2gi'It' '-. tli .2“".,E. 2 fF 'L3 FCM _ 1 I�:� �_'j'.—n5 po ^ M$P5g 3 `y N . �` 11.4r —y 1 — 11 --F-Hi — - — d HMO J I I \ oo;- \ —— ) �y o�47— W , , rii I , I I / __-J I 1 / I r-- ` 4iLl ---- . .-- \, +_, \ 13 I // i _ _ _ \ li / ,i„,_.=_. 1 , _� �� I i 1 3 -- I' — x \ —— — — — — o 1. 3: 3,1= m'r 1I III 1„ RESOLUTION RE: APPROVAL OF USE BY SPECIAL REVIEW FOR A COMPRESSOR STATION - PANHANDLE EASTERN PIPELINE CO. , 635 NORTH 7TH AVENUE, BRIGHTON, CO 80601 WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners of Weld County, Colorado held a public hearing on the 26th day of August, 1981 at the hour of 2 : 00 o' clock p.m. in the Chambers of the Board of County Commissioners for the purpose of hearing the application of Panhandle Eastern Pipeline Co. , 635 North 7th Avenue, Brighton, CO 80601 for a Use by Special Review for a compressor station, on the following described real estate: Part of the NW4, Section 14, Township 1 North, Range 66 West of the 6th P.M. , Weld County, Colorado. WHEREAS, evidence was presented in support of the granting of the request for a compressor station, on the abovedescribed real estate, and WHEREAS, Section 24 of the Weld County Zoning Ordinance authorizes such a use in an Agricultural Zone District upon approval by the Board of County Commissioners, and WHEREAS, the Board of County Commissioners of Weld County, Colorado heard all of the testimony and statements of those present, has studied the request of the petitioner and the recommendations of the Weld County Planning Commission and all of the exhibits and evidence presented in this matter, and having been fully informed, is satisfied that the request for a compressor station, on the abovedescribed real estate, conforms to the purposes of Section 24 of the Weld County Zoning Ordinance. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners that the application of the petitioner for a Use by Special Review for a compressor station be, and hereby is, granted. BE IT FURTHER RESOLVED by the Board that the reasons for PL0781 Page 2 RE: PANHANDLE EASTERN approval contained in the Planning Commission recommendations dated July 7, 1981 be, and hereby are, incorporated as the findings of fact of the Board in this matter. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 26th day of August, A.D. , 1981. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO � -e.-- (Aye) C ck Carlso , Chairman ABSENT Norman Carlson, Pro-Tem /2 12/t-1- (Aye) C. W. Kirby ,�l/� e.c, (A e) T. Martin 1-AAA e) _ /J ne K. S inmark ATTEST:/i -l `t t:AA,-�,p, Weld County Clerk and Recorder and C-1 to the Boa d BY'\ ;. /L <�- �e y County irk APPRO D AS TO FORM: e ;i31--- -e-O County Attorney DATE PRESENTED: SEPTEMBER 2, 1981 BEFORE THE WELD COUNTY, COLORADO PLANNING COMMISSION , RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Date July 7. 1981 Case No. SUP # 468:81 :14 APPLICATION OF Panhandle Eastern Pipeline Company ADDRESS 635 North 7th. Ave. , Brighton C. :s.s Moved by Bob Ehrlich that the following resolution be % 4VEGIO for passage by the Weld County Planning Commission: -l3* County Planning Commission that the c./4 ( --� Be it Resolved by the Weldc.:, t.> application for site approval of Compressor station covers the following described property in Weld County, Colorado, to-w .---,)4r/6153 , Pt. of NW14, Section 14, T1N, R66W cod J ,/�/9 be recommended (favorably);60 AXr X'AMi to the Board of County Commissioners for the following reasons: 1. It is the opinion of the Planning Commission that this request is in agreement with the Weld County Comprehensive Plan in that the proposed use would not appear to have any adverse impacts on the agricultural interest of the County or the environment. 2. It is the opinion of the Planning Commission that the proposed operation is in compliance with the provisions of Section 3.3.E. (2) of the Weld County Zoning Resolution. 3. It is the opinion of the Planning Commission that the attached Development Standards will minimize impacts on surrounding uses and the area to the greatest extent possible and provide adequate protection of the health, safety, and welfare of the inhahitants of the area and the County. Continued on second sheet Motion seconded by Bob Halleran Vote: For Passage Bob Ehrlich Against Passage Don Billings Bob Halleran Fred Otis 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, Jeanene Moore , Recording Secretary of the Weld County Planning Commission, do hereby certify that the above and foregoing Resolution is a true copy of the Resolution of the Planning Commission of Weld County, Colorado, adopted on July 7, 1981 and recorded in Book No. VTT of the proceedings of the said Planning Commission. Dated the 9th. day of July , 19 81 . le44111114- Secretar Resolution of Recommendation to the Board of County Commissioners SAP-468:81 :14 ,July 7, 1981 Continuation of Reasons : —hese determinations are based, in part, upon a review of the information submitted by the applicant, other relevant information regarding the request, and the responses of the referral entities which have reviewed this request. The Planning Commission's recommendations is conditional upon the following: 1. The attached Development Standards being recommended and adopted for the Special Use Permit. 2. No building or electrical permits shall be issued on the Special Use Permit area until the Development Standards for the Special Use Permit and the property owners signature have been placed on the Special Use Permit plat and the plat has been delivered to the office of the Planning Services. TEN:jkm 7-9-81 PANHANDLE EASTERN PIPELINE C0'.-^tN. SU:-468:81 :14 DEVELOPMENT STANDARDS 1. The permitted use on the hereon described parcel of land shall be for the compression of natural gas and all uses permitted by right in the Agricultural Zone District. Major facilities shall be limited to these shown hereon which includes three (3) 4,000 hoursepower engine compressor units, one planned for immediate construction and two (2) planned for future installa- tions. 2. The engine/compressor unit(s) may be in operation twenty-four (24) hours per day 365 days per year. 3. All accesses shall have the approval of the Weld County Engineering Depart- meat. All accesses shall be constructed in accordance with the recommendations and/or requirements of the Weld County Engineering Department. 4. All construction, electrical work and fabrication will be done in accordance with the Weld County Building Code. 5. Recommendations of the Empire Laboratories, Inc. , "Report of a Geotechnical Investigation for Dougan Compressor Station. . ." shall be followed for construc- tion on the site. 6. The appearance of the facility shall be maintained in a neat and orderly condition through periodic painting and maintenance. 7. The Special Use Permit area shall be maintained in such a manner so as to prevent soil erosion, fugitive dust, and the growth of noxious weeds. 8. All phases of the operation shall comply with all county and State Health Standards and Regulations pertaining to air quality, water quality, noise emission, and sanitary disposal systems. 9. Safety andfu-e protection will be as prescribed by the Hudson Fire Protection District, Industry Standards, and/or other applicable rules and regulations of governmental bodies having jurisdiction on the premises. 10. The Special Use Permit shall be limited to the plans shown hereon and governed by the Development Standards stated above and all applicable Weld County Regulations. Any material deviations from the plans and/or Development Standards, as shown or stated above, shall require the approval of an amendment of the Special Use Permit by the Planning Commission and the Board of County Commissioners before such changes from the plans and/or Development Standards shall be permitted. Any other changes from the plans and/or Development Standards shall be filed in the office of the Department of Planning Services. 11. The property owner and/or operator of this operation shall be responsible for complying with all of the above stated Development Standards. Noncompli- ance with any of the above stated Development Standards may be reason for revocation of the Special Use Permit by the Board of County Commissioners. TEH:rjg A public hearing was conducted on August 26, , 1981 at 2 : 00 P.M. , with the following present: CHUCK CARLSON CHAIRMAN NORMAN CARLSON PRO TEM EXCUSED BILL KIRBY COMMISSIONER JOHN MARTIN COMMISSIONER JUNE STEINMARK COMMISSIONER Also present: ACTING CLERK TO THE BOARD, Keithe White ASSISTANT COUNTY ATTORNEY, R. Russell Anson PLANNING DEPARTMENT REPRESENTATIVE, Tom Honn The following business was transacted: I hereby certify that pursuant to a notice dated July 20, 1981 and duly published July 23 and August 13, 1981 in the Johnstown Breeze a public hearing was held on the request of PANHANDLE EASTERN PIPELINE CO FOR A SPECIAL USE PERMIT, COMPRESSOR STATION. Mr. Anson reviewed the notice and stated what the Board must consider when determining whether or not to grant a SUP pursuant to the zoning ordinance. Mr. Honn reviewed the Planning Commission' s favorable recommendation, conditions and development standards. Panhandle' s representative, Sharon Prater, stated the need for this new facility, reviewed the safety features and stated the facility will be maned during the day. The facility is located approximately 4 mile east of where CR 10 deadends. Earl Whitt, area landowner, was present and stated he was opposed to this facility because there are already too may gas pipelines in the area. A proposed pipeline to this facility will transverse his property and he has refused to give Panhandle an easement. The facility is approximately one mile from Mr. Whitt' s house. Ms. Prater stated that Panhandle has been ordered to lower the pressure in their present gas line. The Ft. Lupton station is not capable of handeling all the gas that is being produced in the are. Commissioner Steinmark made a motion to approve the SUP with the conditions and development standards as recommended by the Planning Commission. Commissioner Matin seconded the motion and it carried unanimously. C IRMAN \-- BOARD OF COUNTY COMMISSIONERS ATTEST: ` I( (/ -reti last Cs, / WELD COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: A (67 y County Cle k DOCK 81-37 TAPE 81-56 LHR 906 Date : r 7, 1981 CASE NUMBER: SUP-468:81:14 NAME: Panhandle Eastern Pipeline Company REQUEST: Compressor Station LEGAL DESCRIPTION: part of the NW1 , Section 14, T1N, R66W LOCATION: 3 miles southeast of Fort Lupton THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS REQUEST BE approved FOR THE FOLLOWING REASONS : 1. It is the opinion of the Department of Planning Service's staff that this request is in agreement with the-Weld County Comprehensive Plan in that the proposed use would not appear to have any adverse impacts on the agricultural interest of the County or the environment. 2. It is the opinion of the Department of Planning Service's staff that the proposed operation is in compliance with the provisions of Section 3.3.E. (2) of the Weld County Zoning Resolution 3. It is the opinion of the Department of Planning Service's staff that the attached Development Standards will minimize impacts on surrounding uses and the area to the greatest extent possible and provide adequate protection of the health, safety, and welfare of the inhabitants of the area and the County. These determinations are based, in part, upon a review of the information submitted by the applicant, other relevant information regarding the request, •and the responses of the referral entities which have reviewed this request. The Department of Planning Service's staff recommendation is conditional upon the following: 1. The attached Development Standards being recommended and adopted for the Special Use Permit. 2. No building or electrical permits shall be issued on the Special Use Permit area until the Development Standards for the Special Use Permit and the property owners signature have been placed on the Special Use Permit plat and the plat has been delivered to the office of the Department of Planning Services. TEH:rjg r j g L PANHANDLE EASTERN PIPELINE COMPANY SUP-468:81:14 DEVELOPMENT STANDARDS 1. The permitted use on the hereon described parcel of land shall be for the compression of natural gas and all uses permitted by right in the Agricultural Zone District. Major facilities shall be limited to these shown hereon which includes three (3) 4,000 hoursepower engine compressor units, one planned for immediate construction and two (2) planned for future installa- tions. 2. The engine/compressor unit(s) may be in operation twenty-four (24) hours per day 365 days per year. 3. All accesses shall have the approval of the Weld County Engineering Depart- ment. All accesses shall be constructed in accordance with the recommendations and/or requirements of the Weld County Engineering Department. 4. All construction, electrical work and fabrication will be done in accordance with the Weld County Building Code. 5. Recommendations of the Empire Laboratories, Inc., "Report of a Geotechnical Investigation for Dougan Compressor Station. . ." shall be followed for construc- tion on the site. 6. The appearance of the facility shall be maintained in a neat and orderly condition through periodic painting and maintenance. 7. The Special Use Permit area shall be maintained in such a manner so as to prevent soil erosion, fugitive dust, and the growth of noxious weeds. 8. All phases of the operation shall comply with all county and State Health Standards and Regulations pertaining to air quality, water quality, noise emission, and sanitary disposal systems. 9. Safety and fire protection will be as prescribed by the Hudson Fire Protection District, Industry Standards, and/or other applicable rules and regulations of governmental bodies having jurisdiction on the premises. 10. The Special Use Permit shall be limited to the plans shown hereon and governed by the Development Standards stated above and all applicable Weld County Regulations. Any material deviations from the plans and/or Development Standards, as shown or stated above, shall require the approval of an amendment of the Special Use Permit by the Planning Commission and the Board of County Commissioners before such changes from the plans and/or Development Standards shall be permitted. Any other changes from the plans and/or Development Standards shall be filed in the office of the Department of Planning Services. 11. The property owner and/or operator of this operation shall be responsible for complying with all of the above stated Development Standards. Noncompli- ance with any of the above stated Development Standards may be reason for revocation of the Special Use Permit by the Board of County Commissioners. TEH:rjg DATE: July 15, 1981 TO: The Board of County Commissioners Weld County, Colorado FROM: Clerk to the Board Office Commissioners: If you have no objections, we have tentatively set the following hearing for the 26th of August, 1981 DOC 81-37 Panhandle Eastern Pipeline Co. , SUP, Compressor station • OFFICE OF THE CLERK TO TO� THE BOARD B . GC/,61-e5 J 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 (--_, -- DEGAS, I MENT OF BUILDING INSFEC I3N PHONE(303) 35o-400C EX' 42"_ ;, 915101^5'cccT GREELEY, COLORADO KE ' lik June 1, 1981 O COLORADO • Ms. Sharon J. Prater Panhandle Eastern Pipeline Company 635 North 7th Avenue P.O. Box 127 Brighton, Colorado 80601 Re: Request for a Special Use Permit for a compressor station on property described as part of the NWT, Section 14, T1N, R66W of the 6th P.M. Weld County, Colorado. Dear Ms. Prater: Your application and related materials for the request described above are complete and in order at the present time. I have scheduled a meeting with the Weld County Planning Commission for Tuesday,July 7, 1981 at 1:30 p.m. This meeting will take place in the County Commissioners Hearing Room, first floor, Weld County Centennial Center, 915 10th Street, Greeley, Colorado. It is recommended that you and/or a representative be • in attendance to make your presentation on your request and be available to answer any questions the Planning Commission members might have with respect to your application. Please be aware that the Department of Planning Services staff will make a recommendation concerning this application to the Planning Commission. It is the responsibility of the applicant to contact the Department of Planning Services office a few days before the date of the hearing to obtain that recommendation. I have enclosed the affidavit form I had intended to give you Thursday for mineral ownership. If you can return the form and necessary information by June 10, 1981, I will be able to meet notification deadlines. If you have any questions concerning this matter, please feel free to contact our office. ' Resp-ctfully, q Thomas E. Honn Zoning Administrator TEH:rjg t� ''_ F. C :ple'e� ,),2 :-1.1 4. i __ y .13. 4. A 'y.; .- .clth.:'"r__;:.RNTO"4pacecn i a , SENDER l:c_.. I.:'�. = ,a:. :) r, .,..e. • A33 year nd-lrass i)he"RE T.:RN TO"space on -- gr_vuse. �. 1. =i1._`.:i1-e,_r�s-dice , .:-.£sled(c. -ck one.) w 1. T`^fact;^3 scrv: r.:,e i; "4! -d(z .` one.) X :;h-..••7 v :1 to n:--a__. - -deliver —_G Mg Show tov_ioma-_. d.:-.'3.dclwe:ed —G, -. Shea m to .-'o ,c-,'c add--,. -_ -_very,..—G ❑ Show to s, .c w-1 a+';dre:. r;d_'; --G{ I' ❑ RE3T:lIC:E DEL v.-RY REST I'. rEDI:'r;Ea2Y " Shrv'ou';o-1 and c' de_,vcr.9 G ,n Shcw t d data daIivcr:d f• •�G O th'"i t ICTED DLL7./RY. Show to whom,e.:::,r zd address c f de.aery.$_ Show to who:1,d.' .1 adds_ ,cf. L.-zri.I 1 1 c (CC';SILT Fi1—.._..5 ER FOR FEES) (CONSULT POTIMP;,TER FOR I EES) f —� — 2. ARTICLE S.DDREa:'3 7j. — 70 Roy Mathews 2. ARTICLE ADDRESSED TO. 1 s Panhandle Eastern Pipeline q• 96 Lookout Mountain Road ro -I I z e P.O. Box 127 - s Golden, Colorado 80226 " Colorado 80601 s. A1?ICL'c l�SCRIPT{^R. rn z Brighton, _ _ ___ 9 - -— -- 1 F.t3ccrERL9 NO. CC-.i.r:£D no. INSURED 11.0. CO Cmf 3. la:;TIC .C-r�i'.P7)0_• �� n RCS:5 EREJ 1.3. CE.17Y.—:--10 NO. I:4StiAED LEO. -4 att P26 0274200 ;24 ON 00 1'• P26 0274132, i n _le'wz s cola n=cR =':c of cddreswe or agent) r' •_,c ❑ s_,_;.)r.of c•-ldr._see or a3cnt) =a I)-�te.,:u .c3 the.)antic': -a----:bed abc•a. G7 I, % .tccc ' - ,c -L :,cLbcdab_ne. ''� S'_-!±TUr.E OAdd;vsee :CAud;arizedagent r- 3 teCCA'C3 th"' • a _NATUA£ Ctt:--sue ❑Au`_.or.znia�nt a • ! r,i.'4"."" )1. • , -- i ' .r .7L:.. :�� f l POSTMARK ₹/4• r ` i' .#, L . _a..C� Etc en',,.1 reverted) ri J u_ v, X981 :�. �., , D G. AmD: `�c.-..Ja owy if requeJd1 r.,rel_Fi,, 1\ .,1 3 L .i:z_T3Li:LIVERR':".ALISE: 4-LEEKS rTCAI1 II. yT),ti'_SF a ..*GPO.1 :043 �i-- ac..,PJ.tb79 L9J'..) P ai lit I cd ' fl ® of 0cd O - UJ SCC w �t- o` aQ a%. , � o-J G 00 y .., 0, �s> -`_ �p W B_& }.1 W 0 o mo=w ,oau' r' -1 , N U) O Q J .-� �o �-,T l' '�a. W 4) o= .000 W r1 co O > O -.✓, so sow u- 00 IM IM UW ;XI NO° W w ono �o ri P¢w �w'' Q O- N CD W O .¢> W la F CO F`a U Ox O a < Q' 2';,F- cno wan vTioo in¢¢ G Ice 11 e, JL FE m rI Z `1�,Z �+ W w y _ F3LL 0 z f�r -)-) w w rt 331AH3S 1d1333H PIHf113H o .a LDS Z G tit< <.. Cry . c'. ° ,z w •N to< v S33{AH3S inlel1d0 a .I- I-- l' zO� O a 0 ,.., co N(1+a (� a S33d Hod H31StlI lSed 1lf1S1d03 0o Q ( 9-61 tat/'OOSti W!o3 Sd 1 PANHANDLE EASTERN PIPE LINE COMPANY P. O. BOX 127 BRIGHTON, COLORADO 80601 May 22, 1981 Weld County Planning Commission 915 Tenth Street P. 0. Box 758 Greeley, CO 80631 Re: Application for Special Use Certificate and Planned Unit Development Certificate for Dougan Station (Northeast Quarter of the Northwest Quarter of Section 14, Township 1 North, Range 66 West) Gentlemen: Panhandle Eastern Pipe Line Company has had connected and is connecting and delivering natural gas from the Ft. Lupton South Field. Due to anticipated increase in the number of gas wells in this field, the re- quired reduction of production pressures, and with approved 160-acre well spacing, it is necessary to install a natural gas compressor unit. This unit will reduce the current line pressure and allow the wells in this field to produce at a lower pressure. The Ft. Lupton South Field is located in Townships 1 North and 2 North, Ranges 65 and 66 West, Weld County, Colorado. The location of the proposed booster station and related facilities are shown on the attached "Exhibit A" reproducible drawing. The planned facilities at the station will consist of liquid retention facilities, lube oil and ambitrol facilities, and three, 4000 horsepower engine compressor units and gas coolers, one planned for 1981 and two (2) planned for future installation. All units will be enclosed within a specially insulated steel building and includes intake and exhaust silencing equipment. A minimum of air pollution can be expected from the exhausts of the clean-burning natural gas powered gas compressors. The design indicates that the property line noise level shall normally be 45-51 dba with the proposed facilities installed and 53-57 dba with future facilities. The plant will be adequately protected from fire hazards through in- stallation of fire and gas detection equipment which would automatically x May 22, 1981 Page -2- shut down the plant. Thirty (30#) pounds ansal dry powder extinguishers will be located strategically throughout the facilities. In addition, emergency shut-down systems for high and low temperatures and high and low pressures will be provided on each compressor unit. The station is designed for daily attended operation, and Panhandle Eastern will be installing a small office building inside the station site. Therefore, we will be applying to the Colorado Board of Water Resources for a permit to drill an exempt water well . The sewage from this office will be handled by a septic tank and leach field and application will be made through the Weld County Health Department. Also enclosed is a copy of an extensive soil investigation prepared by Empire Laboratories, Inc. , Ft. Collins, Colorado. It was necessary to do the soil tests prior to design of our compressor building, engine pads, and various other concrete foundations. The proposed facilities and ingress and egress roads are shown on the attached "Exhibit A". Should you require additional information or have any questions concerning this application, please contact me at 659-5922, Brighton, Colorado. Sincerely, PANHAI EASTERN PIPE LINE COMPANY 14.1W1 c. ge2-41-4-- Sharon J. Prater Right-of-Way Representative SJP/ms Enclosures p 4G8 '. I '. V __ -_ =- _ _-_ =_ G -z6-; i : ThmkamaLe. aw-1 'D 1m, eon/I-Yu/1 ANAFAT5s0( € A (ovn -_-__5C:-===I O';: K)1A)est 14 - — SU l0 USE: N.) E Ni 5 � d i ) SON ING: N f� LO C T I ON: rn-lies east -kv\ E A (ecc cam, Qo 2L. I 0 west) S A W A - • COMET : M PA-14 I: 114 iA/10t, tA)S-1 IlaGe.) fdADA,. A1 OILS . the,fric v.)es1 ct.L ov -O)-bcpta,o Q:��i �; hi4pro hkkus-tte,5 e_A__1O s . , �!,QS ssf s BY: Pne-7Q-(117 i ill CASE SUMMARY SHEET Case Number : SUP-468:81 :4 P. C. Hearing Date : JULY 7, 1981 Applicant: Panhandle Eastern Pipeline Property Owner: same Size of Parcel: 40 acres + Staff Member to Contact : Tom Legal Description: - pt. NW4, Sec. 14, T1N, R66W Location: Three miles southeast of Ft. Lupton Existing Zoning: A Request : Compressor station Possible Issues Summarized from Application i5a"teriaas:• 1. Noise to area residences 2. Water availability _ _ - CLERK TO THE BOARD CHECKLIST Hearing Title: Received from Planning D__artment 7//y/c9/ //Hearing date approved �' Notice typed 7- Notices sent to: Legal advertising '/11 ,O.e.) • Planning Department Health Department Bulletin board Local newspaper Adjacent landowners Packets made Packets to Commissioners • N OTICE Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning Resolution, a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado, Weld County Centennial Center, 915 10th Street, Greeley, Colorado, at the time specified. All persons in any manner interested in the Special Use Permit are requested to attend and may be heard . BE IT ALSO KNOWN that the text and maps so certified by the Weld County Planning Commission may be examined in the office of the Clerk to the Board of County Commissioners , located in the Weld County Centennial Center, 915 10th Street, Third Floor, Greeley, Colorado . APPLICANT DOCKET NO. 81-37 Panhandle Eastern Pipeline Co. 635 North 7th Avenue Brighton, CO 80601 DATE: August 26, 1981 TIME : 2: 00 P.M. REQUEST : Special Use Permit - Compressor station LEGAL DESCRIPTION Part of the NW4, Section 14, Township 1 North, Range 66 West, Weld County, Colorado THE BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: Keitha White, Deputy DATED: July 20, 1981 PUBLISHED: July 23 and August 13, 1981 in the Johnstown Breeze a _ ? ? • 7 7 ; _ (ma( ci a 1 w 4 7 ; �, • O 1 - a ' - _ - E., % O W 7 C 7 _ 7 7 7 9 ; ;n 7 C S Nc.Ns.. 00 r"'" cxs....., i "'""..2' : ). i or... 0 ,-. fr - 3 5 7 c_. .7.-, 1.::: --.. - - - 7 r II • k▪ k Ts C 7 i 7 • r 6 w 7 71 e 7 ,E 7 j A 7 7 7 r '< ' C C 0 1 1 0 3 \-N.' .."3. _ E• �' �, C \Z ? T = 7 ' 7 a a a s M pT • 0♦ • _ Q r -flt = O 1 1 - ' T \� 7 °< O 7 - C - Ca 7 s 3= -. et ' ' T- " S f 1 ? '� ..4 2.... 0.... 7 • ..."' 5 = -.• * 2c 7:: ■ 7: a 3 7 a : i ' • 0 3 c K a v a c ro t °.. 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S N C- ApOA 2 OD"-' or_ '5 f. o ,a 3vN ""O, n °Im U)�� r4mzm1a ° - < � yn unoa < � ¢AAoony °, m m°AO - C,-E. ° >•a<,.< a'4 7, m3D� m<•e3na. i _�� ZO 41 11 'a." - m e..1 a ;31.mL). m ?arm S� ! 5, 2 A r , mc < m ' m a. FD 0O K c 7 c .-- oz, ate,<� _,m_.' �p..q • e m '" raw OA< /�\ • »5m<° ' —'5„-Ir."v r - , 7e �= a ?mom, I Z►+. -rOa co rim �'✓" O. gor z JDo a gA A Z '"'N - y SPECIAL u ,i; P1•;IMIT 4fii APPLICANT: t CAST; +i P'1'T26 1 'I9- REQUEST: NIAitIvesciy\ Sancx, C ^ ll 11 / LEGAL: (A, to`� dQQ 4 . ( U '2- 3 LOCATION: 3 mitts C cJ (..-10DIA J _ DATE BY Application Received 5-2-(0_�� DCAA PP _ Application Fee - Receipt # t1 -76i ?..., 5-2D-U 1 2-0b V Recording Fee "5(2 ' 2G-S1 DOA Application Complete S� a- "i DA P.C. Hearing Date: J(AXE/ 7 ) 16:4 ( s- 277 ---R, X 4 Letter to Applicant Drafted ��S`Z-7 -Z .. Referrals Listed ` act Field Check by D.P.S . Staff File Assembled b - \ - ' . Referrals Mailed 6 1 - 1 -'`A "' Chaindexed L, " \ - \ A ( Notification of Applicant , b- 1 - 1 \ -'A Surrounding Property Owners Researched ' .; 5' 0',--•1 -, ' ' C r--_ '\ Airphoto/Vicinity Map Preapred,,,,�A �/ (; Property Owners Notified by: \�(,U►UL242 b • 1,- 3 -$ L `'`1O i Agendas Mailed by: \ R) 8 ` Legal Approved by County Attorney A �AReferrals - Complete OtA Preliminary D.P.S. Staff Comments t C oll Staff Conference D.P.S. Comments ILLA3 [i P.C. Hearing Action : A lla-gt1- 7-g, a-M P.C. Resolution 714/ J rh Case Sent to Clerk to Board _1 C.C. Hearing - ?j(,,o Action : I5 ' (di 1 1 ? C.C. Resolution Received qi 14 6 ON/ History Card Complete C.C. Resolution Sent to Drafting Drafted on Mylar 3'�\'� OVG,_. Document Sent to Clerk and Recorder 451'6\ ,i\ c: - P.C. Minutes SPECIAL USE PERMIT APPLICATION Weld County Department of Planning Services 915 - 10th Street Greeley , Colorado 80631 PHONE : 356-4000 Ext . 400 FOR PLANNING DEPARTMENT USE ONLY : Permit Fee : 140.00 Case Number : SUP Recording Fee : jO.°O (33G.) App . Checked by : friA Receipt No . : Writ TO BE COMPLETED BY APPLICANT IN ACCORDANCE WITH PROCEDURAL GUIDE REQUIRE- MENTS : Print or type only , except for necessary signatures . I , (we ) the undersigned , hereby request a hearing before the Weld County Planning Commission concerning a proposed Special Use Permit for the following described unincorporated area of Weld County : LEGAL DESCRIPTION of contiguous property owned upon which Special Use Permit is proposed : SEE ATTACHED LEGAL DESCRIPTION OF SPECIAL USE PERMIT AREA: STREET LOCATION : County Roads 10 & 33 ZONE : A/D PROPOSED USE: Dehydration and compression of natural gas FEE OWNERS OF AREA PROPOSED FOR SPECIAL USE : NAME : Panhandle Eastern Pipe Line CoADDRESS : P. 0. Box 127 TEL : 659-5922 NAME : ADDRESS : Brighton, CO 80601 TEL : NAME : ADDRESS : TEL : I hereby depose and state under the penalties of perjury that all state- ments , proposals and/or plans submitted with or contained within this application are true and correct to the best of my knowledge . COUNTY OF WELD ) STATE OF COLORADO ) Lll�Zf (1121:64- Signature : Owne or Authorized Agent Subscribed ans sworn to before me this .22 day of 7')i e--:) , 19f7. SEAL Notary Public My commission expires : _3 / ' €rc 1� DOUGAN BOOSTER STATION WELD COUNTY, COLORADO PROPERTY DESCRIPTION That part of the Northwest Quarter of Section 14, Township 1 North, Range 66 West, Weld County, Colorado, being more particularly described as follows: Beginning at a point on the North line of said Northwest Quarter, said point being South 89 Degrees 43 Minutes 04 Seconds East a distance of 1322.99 feet from the Northwest corner of said Northwest Quarter; thence continuing South 89 Degrees 43 Minutes 04 Seconds East for a distance of 1322.99 feet to the Northeast corner of said Northwest Quarter; thence South 00 Degrees 15 Minutes 18 Seconds West for a distance of 1324.73 feet to a point; thence North 89 Degrees 44 Minutes 32 Seconds West for a distance of 1322.02 feet to a point; thence North 00 Degrees 12 Min- utes 40 Seconds East for a distance of 1325.98 feet to the point of beginning. This tract contains 40.24 acres, more or less. ROAD EASEMENT An easement 40 feet in width for ingress and egress over and across the following described lands: That part of the Northwest Quarter of Section 14, Township 1 North, Range 66 West, Weld County, Colorado, being more particularly described as follows: Beginning at the Northwest corner of said Northwest Quarter; thence South 89 Degrees 43 Minutes 04 Seconds East along the North line of said Northwest Quarter for a distance of 1322.99 feet to a point; thence South 00 Degrees 12 Minutes 40 Seconds West for a distance of 40.00 feet to a point; thence North 89 Degrees 43 Minutes 04 Seconds West for a distance of 1322.99 feet to a point on the West line of said Northwest Quarter; thence North 00 Degrees 11 Minutes 48 Seconds East for a distance of 40.00 feet to the point of beginning. This tract contains 1.21 sq. acres, more or less. REFERRAL LI ST - c: A2pL__ ;ITT Panhandle Eastern Pipeli Company CASE 1' SUP-468:81:14 • `„..1 REFERRALS SENT OUT ON: June 1, 1981 REFERRALS TO BE RECEIVED BY: June 30, 1981 U U O En O U O P: c • EFER LALS nonnotcymtictinonitAx INV\-e.:27O .-- County Health JAV✓..e- l"? County Engineer - Brighton Soil Conservation Service 108 West Walnut Brighton, Colorado 80601 24 \`�A i"2_,C) Colorado Geological Survey �� „. 1313 Sherman Street Denver, Colorado 80203 (� State Engineer Division of Water Resources 1313 Sherman Street Room 818 Denver, Colorado 80203 ' 1IJiW'^wn— 16 Hudson Fire District v� P.O. Box 7 Hudson, Colorado 80642 Colorado Oil and Gas Commission \� � State Centennial Center 1313 Sherman Street Denver, Colorado 80203 Wilber Wafel Planning Commission Member P.O. Box 333 Keenesburg, Colorado 80643 A DEPARTMENT OF PLANNING SERVICES - PHONE (303)356-4000 EXT .4f)( 915 10TH STREET GREELEY,COLORADO 80631 r r'-:-., 1 \_ i ® • CASE NUMBER SUP-468:81:14 ____ _ _ COLORADO REFERRAL TO WHOM IT MAY CONCERN: Enclosed is an application from Panhandle Eastern Pipeline Company for a special use permit for a compressor station The parcel of land is described as part of the NW4, Section 14, T1N, R66W of the 6th P.M. , Weld County, Colorado The location of the parcel of land for which this application has been submitted is 3 miles southeast of Fort Lupton This application is submitted to your office for review and recommenda- tions. Any comments or recouunendations you consider relevant to this request would be appreciated. Your prompt reply will help to facili- tate the processing of the proposal and will ensure prompt considera- tion of your recommendations. If a response from your office is not received within 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 June 30, 1981 so that we may give full consideration to your recommendation. Thank you very much for your help and cooperation in this matter. 1. We have reviewed the proposal and find no conflicts with our interests. 2. A formal recommendation is under consideration and will be submitted to you prior to 3 . Please refer to the enclosed letter. S gne• Agency Date Z.' ing Administ -for + t t-k.ov.V _ . 0 .F r - `'`PHONE (303 355-40DC EY' I .9i5 IC"- _ JUN 2 1981 [,1GREELEY,CCLOP^,O: EDE. V ,_: ,1 WELD COUNTY • " I D c DaIneering Department CASE NUMBER SUP-468:81:14 COLORADO REFERRAL TO WHOM IT MAY CONCERN : Enclosed is an application from Panhandle Eastern Pipeline Company for a special use permit for a compressor station The parcel of land is described as part of the NW 4, Section 14, T1N, R66W of the 6th P.M. , Weld County, Colorado • The location of the parcel of land for which this application has been submitted is 3 miles southeast of Fort Lupton This application is submitted to your office for review and recommenda- tions. Any comments or recommendations you consider relevant to this request would be appreciated. Your prompt reply will help to facili- tate the processing of the proposal and will ensure prompt considera- tion of your recouiuiendations. 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 June 30, 1981 so that we may give full consideration to your recommendation. Thank you very much for your help and cooperation in this matter. 1. )( We have reviewed the proposal and find no conflicts with our interests. 2. A formal recommendation is under consideration and will be submitted to you prior to • 3 . Pleas - refer to the enclosed letter. .' u'&4 (. S gn Agency Cry ‘n cc r:."434 , pa. ..L.4 ,-81 t �lr' NQ F;cl�l I�,sp�G.� off- " y�d ► ii �i i��a, . F Z.• ing Administ -tor • 4 ,tio Agsal •�� `DNS, �MtA. _ _ . .- �= - ' . ',_ -- - ' C0LQ 011;- - PHONE 1303' 356-4D00 EX- .t 0151c -fir; col 8 910/17_, G?E=LEY,COL07--AD. 506 v.-J- --- 7 DA- 'l1 x nr ,IJN X981 4 ,� O ' CASE I�'UI`BER SUP-468:81:14 • RSC5COLORADO �-, F15akiail ,,r,l,Yy s3 lc��ERRA7j,�� TO WHOM IT MAY CONCERN: Enclosed is an application from Panhandle Eastern Pipeline Company for a special use pariit for a compressor station The parcel of land is described as part of the NW 4, Section 14, T1N, R66W of the 6th P.M. , Weld County, Colorado The location of the parcel of land for which this application has been submitted is 3 miles southeast of Fort Lupton This application is submitted to your office for review and recouuuienda- tions. Any couiuients or recouliendations you consider relevant to this request would be appreciated. Your prompt reply will help to facili- tate the processing of the proposal and will ensure prompt considera- tion of your recouuuendations. 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 June 30, 1981 so that we may give full consideration to your recouiuiendation. Thank you very much for your help and cooperation in this matter. 1. X We have reviewed the proposal and find no conflicts with our interests. 2. A formal recommendation is under consideration and will be submitted to you prior to 3 . Please refer o the enclosed letter. S gn-. -4- a k Agency4- a.J,e; (..' e-t.Date C-3 q'/ . e ei--0044.2 i Z.- ing Administ -tor PONE 5303. 355-4DE'C 6,E _, G?EE! rcjn CASE NUMBER SUP-468:81:14 COLORADO REFERRAL TO WHOM IT MAY CONCERN: Enclosed is an application from Panhandle Eastern Pipeline Company for a special use permit for a compressor station The parcel of land is described as part of the NA, Section 14, T1N, R66W of the 6th P.M. , Weld County, Colorado The location of the parcel of land for which this application has been submitted is 3 miles southeast of Fort Lupton This application is submitted to your office for review and recommenda- tions. Any comments or recommendations you consider relevant to this request would be appreciated. Your prompt reply will help to facili- tate the processing of the proposal and will ensure prompt considera- tion of your recommendations. If a response from your office is not received within 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 June 30, 1981 so that we may give full consideration to your recommendation. Thank you very much for your help and cooperation in this matter. 1. We have reviewed the proposal and find no conflicts with our interests. 2. A formal recommendation is under consideration and will be submitted to you prior to • 3 . Please refer to the enclosed r. S gn"• . -E! -t'. gen � Gij., Date -/7 J • \• Z. ing Administ -tor i fra DEPARTMENT ®F* 10001D F'HONL(303)35diic.�I \ 1516 HOSPI I Al_FiOAD GREELEY,COLORADO bu 31 COL June 30, 1981 TO: Thomas E. Honn, Zoning Administrator Weld County Planning FROM: Ronald K. Stow, Director Environmental Health Services SUBJECT: Panhandle Eastern Pipeline Company SUP- 468:81:14 Our comments concerning the special use permit for the proposed compressor station SE of Fort Lupton are as follows: 1. Application must be made to the Air Pollution Control Division, Colorado Department of Health, 4210 E. 11th Ave. Denver, Colorado for an air emissions permit for the facility. 2. Application has been made to this department for septic facilities for employee restrooms. 3. Noise standards for residential (agricultural zoning) impact as delineated in 25-12-103, C.R.S. 1973, as amended, must be maintained. eic`Lhti�°2128Z��j7 a LP k' iCk2 if,-6 l 917 :7-Eby CO eleti W. 'ft ce,0 '73440 ‘211''444°Alla.t0 La RICHARD D LAMM * 6 * JOHN W. ROLD GOVERNOR , #�,,, * Director ]8 q0 COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING-1313 SHERMAN STREET DENVER,COLORADO 80203 PHONE (303)80MC74 866-2611 June 26, 1981 Weld County Department of Planning Services 915 10th St. Greeley, Colorado 80631 Dear Department Members: RE: PANHANDLE EASTERN PIPELINE COMPANY, SUP-468:81:14 We have reviewed the plat and attendent information for the P.E.P.C. Special Use Permit. If the Empire Laboratories, Inc. (ELI Project No. 4304-80) recommendations are followed, we have no objection to approval of this application. Sincerely, 7c1 Sulia E. Turney E, iduivv—,46-- JUN 1981 0241 Engineering Geologist (R, g�cEIVEO cP, 1 t f wwirt rcn�iss°t�e i ,G vv. cc: LUC �616'�lt 9L��u\v�� GEOLOGY STORY OF THE PAST . . . KEY TO THE FUTURE Of.CClO RICHARD D. LAMM !.Q%% �`°• J A DANIELSON Governor �' vii OI State Engineer t nu �'�1876 �`- DIVISION OF WATER RESOURCES Department of Natural Resources 1313 Sherman Street-Room 818 Denver,Colorado 80203 Administration(303)866-3581 Ground Water(303)866-3587 June 15, 1981 Mr. Thomas Honn Weld County Department of Planning Services 915 10th Street Greeley, CO 80631 Re: Panhandle Eastern Pipeline Case No. SUP-468:81:14 Dear Mr. Honn: We have reviewed the above referenced special use proposal. Water will be needed for drinking and sanitary facilities or for fire protection and a well permit can be issued as the only well on a tract of land of more than 35 acres in size. Very truly yours, la b . 4,0ae‘.. Hal D. Simpson, P.E. Assistant State Engineer HDS/GDV:mvf cc: Jim Clark, Div. Eng. Dewayne Schroeder Land Use Commission r' /0 F.- 2 • Recorded at __-- o'clock N 1981 BOOK 1.850335 9 � OPTION 3-1 State of Colorado, Weld CounClerk & Recorder THIS OPTION, made and entered into this / day of t , c . 19 ,/ , between Roy C. Mathews of 96 Lookout Mountain Road, Golden, Colorado, hereinafter designated as First Party, and Panhandle Eastern Pipe Line Company, a corporation, having a mailing address of Post Office Box 1348, Kansas City, Q Missouri , 64141 , hereinafter designated as Second Party. WITNESSETH: 1 . First Party, in consideration of -�,�,L+-c \i/*- .„„,,P Dollars ($5-1000, 00 ) duly paid to First Party by Second Party, receipt of which is hereby acknowledged, does hereby grant unto Second Party, its successors and assigns, the sole and exclusive option and right to purchase, within 180 days from the date hereof, for a total consideration of Seventy Two Thousand, Five Hundred Dollars ($72,500.00) , the following described real estate and all existing improvements located in Weld County, Colorado, to-wit: That part of the Northwest Quarter of Section 14, Township 1 North, Range 66 West, Weld County, Colorado, being more particularly de- scribed as follows: Beginning at a point on the North line of said Northwest Quarter, said point being South 89 Degrees 43 Minutes 04 Seconds East a dis- tance of 1322.99 feet from the Northwest corner of said Northwest Quarter; thence continuing South 89 Degrees 43 Minutes 04 Seconds East for a distance of 1322.99 feet to the Northeast corner of said Northwest Quarter; thence South 00 Degrees 15 Minutes 18 Seconds West for a distance of 1324.73 feet to a point; thence North 89 Degrees 44 Minutes 32 Seconds West for a distance of 1322.02 feet to a point; thence North 00 Degrees 12 Minutes 40 Seconds East for a distance of 1325.98 feet to the point of beginning. This tract contains 40.24 acres, more or less. An easement 40 feet in width for ingress and egress over and across the following described lands: That part of the Northwest Quarter of Section 14, Township 1 North, Range 66 West, Weld County, Colorado, being more particularly described as follows: Beginning at the Northwest corner of said Northwest Quarter; thence South 89 Degrees 43 Minutes 04 Seconds East along the North line of said Northwest Quarter for a distance of 1322.99 feet to a point; thence South 00 Degrees 12 Minutes 40 Seconds West for a distance of 40.00 feet to a point; thence North 89 Degrees 43 Minutes 04 Seconds West for a distance of 1322.99 feet to a point on the West line of said Northwest Quarter; thence North 00 Degrees 11 Minutes 48 Seconds East for a distance of 40.00 feet to the point of beginning. This tract contains 1 .21 sq. acres, more or less. This Agreement is conditional upon Panhandle Eastern obtaining the approval of a Weld County Special Use Permit. 2. The parties hereto agree that if, within the time above specified, Sec- ond Party, its successors or assigns, shall declare its intention to exercise said right or option to purchase the above described land by giving written notice by registered mail to the last known address of First Party: BOOK. 928 1850335 .2- (a) First Party shall , within thirty (30) days following exercise of the option, furnish to Second Party an Abstract of Title brought down to the date of such declaration, and Second Party, its successors or assigns, shall be allowed the further period of twenty-one (21 ) days from the time such Abstract is delivered to it within which to examine the title to said land and mail or deliver to First Party notice of any objections to said title, and First Party shall have forty-five (45) days thereafter within which to correct any existing defects in the title to said land. (b) In lieu of furnishing such Abstract of Title, the First Party may, within thirty (30) days following exercise of the option, furnish the Second Party, at First Party cost, a title commitment for an Owner's Title Insurance Policy issued by a title insurance company satisfactory to Second Party in the amount of the purchase price, showing only standard exceptions and standard restrictions of record, if any. If the title commitment shows defects other than standard restrictions of record, First Party shall have forty-five (45) days to have these defects removed. (c) In case defects in title are not rectified within the time specified, this contract shall be null and void, unless the Second Party elects to waive such defects, and the option money shall be returned. 3. First Party further covenants and agrees that they, their heirs, exe- cutors, administrators, or assigns, shall and will , at any time within an additional thirty (30) day period that the title to said land is satisfactory to Second Party and upon payment of the balance of said purchase money (of which the said sum of O-e Dollars (S DDO- eO ) shall be considered as paid on account) , execute and deliver to Second Party, its successors or assigns, a good and sufficient Warranty Deed, with release of the wife's dower, homestead or other rights, conveying said land and all improvements thereon to Second Party in fee simple, the said land and improvements to be free and clear of all liens, encumbrances and defects of title. 4. All taxes, assessments and utilities assessed for any prior calendar year and remaining unpaid shall be paid by First Party, and all taxes, assessments and utilities assessed for the current calendar year shall be prorated between First Party and Second Party on a calendar year basis as of the date immediately prior to the date of transfer of title. - Book 1850335 92 2-3 5. In the event that Second Party, its successors or assigns, shall fail to exercise said option or to complete the purchase as aforesaid within the time or times above provided, then said right or option shall cease and terminate and this agreement shall be considered null and void and said sum of L/ Gael I4 Dollars ($ �,-()Op,n0 ) shall be for- feited to First Party. 6. It is expressly agreed that all terms and conditions are included herein, and no modification hereto shall be binding unless endorsed in writing by the parties hereto. IN WITNESS WHEREOF, this instrument is executed the day and year First above written. Roy C/ Mathews PANHANDLE EASTERN PIPE LINE COMPANY By t i Vice-President - • - .ATTEST: E. O. Nelson - 1 • . e Assistant Secretary \ . � STATE OF COLORADO) ) ss. COUNTY OF0 ) The foreeQing instrument was acknowledged before me the / day of• f_ toy C. Mathews. tomniission expires: NORieirt9X- MyLIC STATE OF MISSOURI) ) ss. COUNTY OF JACKSON) The foregoing instrument was acknowledged before me this '( day of -CJf,:� j, 19 _, by ' tt�ci c<<-�-- Vice President, and a ) , ' LADt , Assistant Secretary of Panhandle Eastern Pipe Line Company, a Delaware•,Corporation, on behalf of the Corporation. �I • C My-t mmission. expires: NOTARY PUBLIC—Linda Lee Iler v�1 bk ,►q�'y 931 ..9 e. AM..8191981 ��Recorded ot..._.._.._ ....-... o'clock .�...‘-lnyRec. No. 1852655 ,.,. ud•�a�,P, 7, / c_5 State of Colorado, Weld County Clerk & Recorder No.757.Rev.1966 OPTION.—Bradford Publlslung Co.. 1824.46 Stout Street,Denver.Colurado-12-78 I Denver , Colorado, March la , 198.1 I i RECEIVED OF Offre...L.-_TaoGkhart..and.-.Larry-.E..-.SrPTaart c- the sum of $3-,000.0Q--and.-no/cents Dollars, as part payment for the following described Real Estate, to wit: West z of Section 14, Township J,. North..Qf-.Bnge-.6.6.Wes _of_.the._6--P_.E- except the Northeast 40 acres arlad tb _.Sputhwest.- 0..acres...therenf_ o County of Weld. (Approximately.220._Acres) C.2 0 0 The entire price to be paid for said above described Real Estate is $ L7.07500..D0 ( Clae_.Hundred_Seuen. y-Thousar-td,--•) ivt --Hundred-•-••Dollars), and it is to be paid as follows: ^, $..3.,.OQQ_.00.1Zexeby..-reccipteri._fnL..anrl--$167,.500.04-.in--cam--©r•.cr-t fied•-€tea CD C, or optionees may sale their option for $&p,.500_..00._z .kh -the--.purrhaser..of c this option assuming full responsibility of said Qption with.the_.might � to purchase the 220 acres for the arrouat._of._$1G.7.,500A0D_.from_-the.pmesen.t o e-r -as- the-optiorr eal-ls--for-$i3; 5fl:00-₹awrriai-th"the-rernaining_ b-alance to.-be.paid..a&..fo11ows .$L5377: 0.•00.-a-s--the- re Gin-irtg--bal�nee to be--paid ,in annual payments of $14,306.53 includin4 principal and 8.5 percent interest rate_.and with...t he__remain-ing--balane-e- ck4e -in- ari l--in--seven -(7>--years ' Title to be perfect, and good and sufficient...Genera-1--warrar÷4eed to be executed and delivered to' the said purchasers their - heirs or assigns, on or before the 13 day of._JIQvember , 19.82 ,together with an abstract of title certified to date, or a title insurance policy as evidenced by a title commitment in an amount equal to the purchase price,at seller's kihfibWa'n'd'expense, shall be furnished within..30....days M4>{OWA44tW .prior._ta...clelivery.•of.deed•, provided, however, that the payment of$•170,-500-.00 is tendered or paid at said date. If the said payment of$.1707500.-00 is not paid or tendered on or before the said ._il day of November , 19-.82....,then this contract to be void and of no effect and both parties released from all obligations herein,and the said$.3p00 ©©paid on this date is to be held by Roy.C_..Alathews as liquidated damages. Itnessed by . 1 _____>." & (::-v16- (/‘, too*, 931 1852655 ADDENDUM 1V OPTION? This addendum, when signed by purchasers and seller, shall be incorporated into the attached option, dated March 13, 1981, for the sale and purchase of approximately 220 acres, more or less, located to wit: West 2 of Section 14, Township 1, North of Range 66 West of the 6 P.M. except the Northeast 40 acres and the Southwest 40 acres thereof. County of Weld. 1. Seller is aware that purchasers are both licensed Real Estate Agents in the state of Colorado. 2. Seller has been informed and is aware that properties in the surrounding have sold or being offered for sale for $1,600.00 to $1,700.00 per acre. 3. Seller admits that this is the second time property has been offered for sale since his aquintance with optionees. 4. Seller shall have to right to a 1031 Tax Exchange. SIGNATURES: : Ste: WITNESSED BY: V. ROY C. PUR Y E. TEWART 0 BQpK Recorded at.__./.O 3 o'clock.. ..M., �A N 6 1981,,,,,,,,Weld, County, Colorado 924 1846052 • • C�2 Reception No...._......» ..............._........ ............»........»....»......»...._...Recorder. #. Al A THIS, DEED, Made this 5th day of January , 1981 , I between ' ROY C. MATHEWS cT of the County of Jefferson• and state of o Colorado, of the first part,and ALICE J. MATHEWS • - 1395 Le E LAI<et000 n , c,0 Scan(D of the County of Jefferson and state of o Colorado,of the second part, WITNESSETH,That the said part Y of the first part,for and in consideration of the sum of a Ten Dollars and other good and valuable considerations DOLLARS, to the said part y of the first part in hand paid by the said part Y of the second part,the receipt whereof is hereby confessed and acknowledged, has remised, released, sold, conveyed and QUIT CLAIMED, and by o these presents does remise, release, sell, convey and QUIT CLAIM unto the said part y of the second part, Her heirs,successors and assigns,o forever, all the right, title, interest, claim and demand which the said o part y of the first part ha s in and to the following described lot or parcel of land situate, lying and being in the County of Weld and State of Colorado, to wit: • His interest in the East One Half of `o SECTION 14, TOWNSHIP 1, ' NORTH 'RANGE 66 WEST -WELD COUNTY, STATE OF COLORADO. . TO HAVE AND TO HOLD the same,together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining,and all the estate,right, title, interest and claim whatsoever, of the said part y of the first part, either in law or equity, to the only proper use, benefit and behoof of the said part y of the second part,her heirs and assigns forever. IN WITNESS WHEREOF,The said part y of the first part has hereunto set his hand and seal the day and year first above written. ( Y 4,--i," Signed, Sealed and Delivered in the Presence of- ,ROYç2IA4ISEALI MAT I,.,; [SEAL] .....[SEAL] ' [SEAL] STATE OF COLORADO, 1 . .—_County-of Adams - J - a ,,_ , . ,`�t ht, oiegoiI``frtrument,was acknowledged before me this 5th day of January , o I n }• t� "ROY C. MATHEWS ' * . t ies exp_Ires 427- er ; 19 Y Z.-Witness my hand and official seal. , t Op Coy i "a/,n,..,,,,... .. -.._-. _ ....� .._ .... .... -....:....N w • Notary •If byy natural person or'persona here insert name or Haman; If by person acting 1a representative or ottiolal capacity or m attorney-in-fact, then fneert name of person as executor atptorney-ln-fact or other capacity or description; if by officer of cor- pratfAcknoall,then insertec. name 6 1 Cuc officer Revised offlStatutesth pre.ident or other officers of such corporation, naming it.—Statutory No. 933. QUIT CLAIM DEED.—Bradford Publishing Co.,182446 Stout Street.Dann Colorado /BOOK Recorded at. �3 »o'clock» JAN 6 1981 9241846053• �' Weld County, Colorado ReceptionNo...._....._..». ».». ..»»»»..»»».._»...... ...»._.»......._.........».......Recorder. THIS DEED, Made this 5th day of January , 1981 ", between ALICE J. MATHEWS o% of the County of Jefferson and state of o Colorado, of the first part, and ROY C. MATHEWS 6, Loo,eour /)14N R L. GOLDEN) CO 8Utioi of the County of Jefferson and state of Colorado,of the second part, WITNESSETH,That the said party of the first part,for and in consideration of the sum of Ten dollars and other good and valuable consierations DOLLARS, to the said party of the first part in hand paid by the said part y of the second part,the receipt whereof is hereby confessed and acknowledged, has remised, released, sold, conveyed and QUIT CLAIMED, and by these presents do es remise, release, sell, convey and QUIT CLAIM unto the said part y of the second part, her heirs, successors and assigns, forever, all the right, title, interest, claim and demand which the said o part y of the first part ha 8 in and to the following described lot or parcel of land situate, lying and being in the County of Weld and State of Colorado, to wit: 9? Her Interest in the West One Half Of, SECTION 14, TOWNSHIP 1 NORTH RANGE 66WEST WELD COUNTY, COLORADO. EXCEPT the West 210 feet of Section 14, as conveyed to PUBLIC SERVICE COMPANY OF COLORADO by Warranty Deed recorded in Book Aryp Page j/..cr re/ Weld County Records. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining,and all the estate,right, title,interest and claim whatsoever, of the said part y of the first part, either in law or equity, to the only proper use, benefit and behoof of the said part y of the second part, his --heirs and assigns forever. IN WITNESS WHEREOF, The said part y of the first part ha s hereunto set Her hand and seal the day and year first above written. �� [SEAL] Signed, Sealed and Delivered in the Presence of Al.IC J MATHEWS ......._...[SEAL] „, [SEAL] [SEAL] • SATE OF COLORADO,• Jas. ,.• fir„ .` •Cty of - :• st ahhcf*rer ros ment was acknowledged before me this S j day of• , t }9 � •' r:A'L4G'E J. MATHEWS \�,••-. MyEcommis$oa Otpirese �' /98 19 . Witness m and and official =al. 'It'.'•• • . ....••-'� .4. . • N . Publlo.- • • •It byy natural person or persona here insert name or names; if by person acting In representative or official capacity or as attorney-in-fact, then insert name of person as executor attorney-In-fact or other capacity or desertp�tion; if by officer of cor- poration,then insert name of such officer or officers,as the president or other officers of such corporation, naming IL—Statutory Acknowledgment, Sec. 118-8-1 Colorado Revised Statutes 1968. No. 933. QUIT CLAIM DEED.—Bradford Publishing Co.,1824-46 Stout Street,Denver,Cateredo B� Recorded at..._..-..S.I _..o'aoc._.14... A.N._. ..2._1,910 Reception No is151a..._....,.--....._... - _...Recorder. Weld Count, Color oord ee tamp THIS DEED, Made this 31st day of DECEMBER , 19 79 , between i MATHEWS FARMS a c. of the County of JEFFERSON , State of Colorado,of the first part, and o ROY C. MATHEWS AND ALICE J. MATHEWS of the County of JEFFERSON and State of Colorado, of the second part: e WITNESSETH, That the said party of the first part, for and in consideration of the sum of o TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION DOLLARS n to the said part y of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, ha s remised, released, sold, conveyed and quit o claimed, and by these presents do remise, release, sell, convey and quit claim unto the said parties of 0 the second part, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the right, title, interest, claim and demand which the said party of the first part ha s in and to the following described lot or parcel of land situate, lying and being in the w County of JEFFERSON and State of Colorado, to wit: , r - SECTION 14, TOWNSHIP 1 NORTH RANGE 66 WEST WELD COUNTY, STATE OF COLORADO TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privi- leges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest, and claim whatsoever of the said party of the first part, either in law or equity, unto the said parties of the second part, their heirs and assigns forever, not in tenancy in common but in joint tenancy. IN WITNESS WHEREOF, The said part y of the first part ha s hereunto set hand and seal the day and year first above written. Signed, Sealed and Delivered in the presence of - .,1..1__;c%G._._. . ..V . , n 077 C.,777/17 • , ,_ ,) I,. '' [SEAL] STATE OF COL9W0, Ise. J County of l "_./ .�, . _lhe forego' instrument as aclmow ed ed before me this y of , j • 19 1 ,by �� My commission expires ' My Commission E:,pr C's Es c pt.23,1981 r -4 : �0 C �� N A WITNESS my hand and official seal. �` a j) �G� _ b r- i 1-/P. • :„.., . .`. 0 .- . . No.962. QUIT CLAIM DEED.To Joint Tenants.—Bradford Publishing Co.,182446 Stout Street,Denver,Colorado-12-69 i d BOOK Recorded at 1 MAY 9 1974 • 63GitrlS. LEE SHEHEE, JR 714 Reception No Recorder. ROY C. MATHEWS, - whose address is Lakewood, rn County of Jefferson , State of Colorado , for the consideration of TEN AND NO/100ths rn dollars, in hand paid, hereby sell(s) and convey(s) to so cap MATHEWS FARMS, a partnership, vi whose address is Lakewood, , County of Jefferson , and State of Colorado, the following zaticproperty in the County of Weld , and State of Colorado,to wit: All oil, gas and other minerals in, on and under Section 14, Township 1 North, Range 66 West, 6th P.M. ; with all its appurtenances, and warrant(s) the title to the same, subject to a mineral lease now of record. This Deed is given by the grantor to Mathews Farms , a partner- ship, for which the grantor has always held legal record ownership as nominee. Signed this 8th day of , 1974 C. MATHEWS STATE OF COLORADO, ss. CITY & County of DENVER _:;h4e4 o'ke'going instrument was acknowledged before me this 8th May , 19 74 ,by ROY C C. MATHEWS. `��,N � -•"^ ` • • > OT/ r odmnkission expires • `i W ness tty hand and official seal. i -4-4Y G • -7� J Notary Public. • /1 \" • -51 An o!ry�L rmit?edgment.—If by natural person or persona here insert name or names; if by person acting In representative or • ."'•""_•.ofilCial capacity or as attorney-in-fact then insert name of person as executor attorney-in-fact or other capacity or descrlp- -''et..1.=_t�11cgn_��• if-'by officer of corporation then insert name of such officer or officers as the president or other officers of such cor- t pbf ion naming it r No.897. Warranty Deed—Short Form—See.118-1-13,C.D.S.1963—Bradford Publishing Co.,1824-46 Stout Street,Denver,Colorado—4-73 `r: Ap .t `rl B0'1'ed forK record Mdsy!-6 t37 A.D.19 at �o IrMft/ M. I hl ---._1608542 1-/ ANNv SPon+►a� --- L N° RECORDER i Z Ni arrantg Eirrb , w--f 1Ktww all I►: en b g tlireor Presents, That Roy C. Mathewg II t‘z I of the County of •TPfferson and State of Col nrado , for the I O ' consideration of One Dollar and other good and valuable considerations, in hand paid, hereby sell and " 11 11 convey to_. _ _ M. R Wicks . _ o °in Joint Tenancy°, I %.° ii of the County of E) Paso and State of Colorado , f 1 o r-ic.311; whose mailing address is Western Federal Bldg. , Colo. .SprLnPs, Colorado i 1-i I the following Real Property situate in the County of Weld and State of I m ; Colorado, (Assessor's Schedule Number_ ) to-wit: co ii Section 14, Township 1 North, Range 66 West, 6th PM, i `'' 0 Weld County, Colorado. (EXCEPT the West 210 feet thereof as con1' rl o !i veyed to PUBLIC SERVICE COMPANY of Colorado by Warranty Deed n i1 recorded in Book 1540 at Pages 459 and 461, Weld County, Colorado) . I ____ _ - ------ State D 1 Brit r t; `0 made c''- p -t-t- !i Date 1 , *Subject to existing mineral rights lease , oil, gas, and mineral rights over and above a possible four wells vest with the land. Grantor to retain all oil and aas leasing righ s on said wells. with all its appurtenances and warrant(s) the title to the same, subject to . easements, restrictions, and reservations of record, if any * • Signed and delivered this 14th day if' February , 19.1. , / ".-' ---„77-416, ___ ` it S,T4`1K OF tt, -- ,,p_` ss. The foregoing instrument was acknowledged before me • �% ` �-0-0- i this tVa111 day of .J`.. -t.;•10N-.� , 197 r NSw,o Ire 00 by t� `sr\t. ,.r �'` 9'(f?eecsc.s4Ind and official seal. ..Ny°,ortfrhlission expires ls„o.,�* ., v6 I'll I 4 I1 NOTARY PUBLIC� STATE OF II County of-- ,ss The foregoing instrument was acknowledged before me this— _day of_ -- - ----- , 19 _, by... - _— as President !1 and_ ___—_— -- __ __ __ _-- as____ Secretary of r — -----_ _—_ ----___-- _ _a corporation. ‘Vitness my hand and official seal. I' My commission pares NOTARY PUBLIC i DCMPU°CO-PL,H)152 CTo u1R472 1 s1•'urnniud by i '! COLORADO TITLE GUARANTY CO. °If joint tenancy is not desired, ,- 4 EL PASO ABSTRACT CO. • strike the phrase between the asterisks. - n I'�' 121 East Vcrnlilo Au•. • Colorado Springs.Colorado a REGISTERED MAIL DEPARTMENT OF PLANNING SERVICES PHONE (303)356-4000 EXT 404 915 10TH STREET \ i GREELEY,COLORADO 80631 ® June 8, 1981 COLOR 'a- O CASE NUMBER SUP-468:81:14 To Whom It May Concern: You are receiving a copy of this notification because your name appears as a subsurface mineral owner or lessee of subsurface mineral interests on or under the property under consideration. The Weld County Planning Commission will review a request from Panhandle Eastern Pipeline Company for Compressor Station on property described as follows : part of the NW., Section 14, T1N, R66W The location of the parcel of land for which this application has been submitted is : 3 miles southeast of Fort Lupton, Colorado The meeting by the Weld County Planning Commission is scheduled for July 7, 1981 . This meeting will take place in the County Commissioners Hearing Room, first floor, Weld County Centennial Center, 915 10th Street, Greeley, Colorado-at- 1 : 30 p.m. If you have any questions concerning this matter, please contact the Department of Planning Services at 4000, Extension 404 . 12'CrItV Zoning Administrator CERTIFICATE OF MAILING I hereby certify that I have placed a true and correct copy of the attached Notice of Hearing in case 88 SUP-468:81:14 for Panhandle Eastern Pipeline Company in the United States Mail postage prepaid First Class Mail, and addressed to the above stated persons, As per attached list This 6th day of June , 1561 A Roy Mathews - 96 Lookout Mountain Rd. , Golden, CO 80226 Alice Mathews - 1395 Lee, Lakewood, CO 80226 *Larry E. Stewart and Jeffrey L. Lockhart - Option to purchase part of the W/2 See attached option. 4814 So. Nucla Way, Aurora, CO 80013 u '. RECEIPT FOR CERTIFIED MADL RECEIPT FOR CERTIFIED MAIL RECERu FOR CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED- NOT FOR INTERNATIONAL MAIL NO INSURANCE COVERAGE PROVIDED- .,D":SJRANC:COVEI;AE PROVIDtO- (See Reverse) NOT FOR INTERNATIONAL MAIL i;JT FDIC I;`jTE['JATIDNAL MAIL SENT TO (See Reverse) (See Reverse) Roy Mathews SENT TO SENT TO STREET AND NO Larry E. Stewart Alice Mathews 96 Lookout Mountain Road STREET AND NO STREET AND NO PO,STATE AND ZIP CODE 4814 S. Nucla Way _ 1395 Lee Golden, Colo. 80226 PO STATE AND ZIP CODE PO STATE AND ZIP CODE POSTAGE S Aurora, Co. 80013 Lakewood, Colorado 80226 -- - POSTAGE S POSTAL= S CERTIFIED FEE C CERTIFIED FEE C CERTIFIED FEE '+' SPECIAL DELIVERY C - - - x RESTRICTED DELIVERY C w SPECIAL DELIVERY C u SPECIAL DELIVERY C o • x • RESTRICTED DELIVERY C RESTRICTED DELIVERY C cc en W SHOW'0 WHOM AD C LL - _ - i- cz — D'-' .-, I'FRED m en w SHOW TO WHOM,M.D C r_ fn i SH0'WTOW"O'1A'.D w w w v DATE DELIVERED u W ' D i C rI— c� DATE DELIVER." rr w w S":'V."0 WHOM DATE _ 5 r= , y y A'.O ADDRESS OF C W W SHOO TO WHOM DATE SHOW TO V.,O" DATE w a W OE_VERY �, cn AND ADDRESS OF C r v) r A'.D ADDRESS OF C ti = w S"!':'0,H0"1ANDDATE ¢ DELIVERY 0- cx DELIVERY p0 DELVEPED L""111 H RFSTP CTED C ' o W SHOW TO WHOM A'.D DATE '— e w SHOW TO l"OM A'.D DATE en o a� DEL LFRY = cc DELIVERED WITH PESTR CTED C ¢ DELIVERED W,TH RESTRICTED C E StiO.VTOWHOM DATE AD - o o = DELIVERY n DELIVERY ADDRESS OF DELIVERY':',TH C v w SHO'TTOWHOM DATE 050 _ c3 E SHOW TOWI'O",DATE AND sp RESTR CTED DELIVERY s ADDRESS OF DELIVERY WITH C i'- ADD'nESSOF DEL lcRYINITH C RESTRICTED DELIVERY RESTRICTED CRIVERY -- TOTAL POSTAGE AND FEES S r r o+ TOTAL POSTAGE AND FEES $ -. TOTAL POSTAGE AND FEES $ n. POSTMARK OR DATE - of?., POSTMARK OR DATE 6..., POSTMARK OR DATE 0OO 0 0 en o n E oo rn S CC E F 6-8-81 6-8-81 fl 6-8-81 ci a up `r - o, r✓ PETITION SUPPORTING SPECIAL USE PERMIT Board of County Commissioners of Weld County, Colorado - Weld County Centennial Center 915 10th Street Greeley, Colorado 80631 Dear Commissioners : We, the undersigned owners of property located within 500 feet of the property described in the application submitted by Panhandle Eastern Pipe,Line CO herby petition you to grant this request for Dougan Compressor Station use. Sign re Mailing Address Description of Property Pt. of W//Y AkC1,g EJ,y Ries Y -5-AXo.i 00/04€4 )70c /3 /V .7760 4-4 / i✓� H "one ( 6 Weil- Soy i,a theus 9'5 Lookout ' ounta in ad. , Golden, Co. 30795 774e, 6l✓f/Fin- , 9 .4c es. .9,trer' *Note: These people have an option to purchase from Roy C. Mathews, zwe Nothing has been recorded yet. PA-17ele'✓ ye dgC,ee✓ li9/0",;1 0 o 9c es ,:1 ice ?•ra thews 1 395 Lee, LakeNiood, Co. 0227 42 14 Ttii. t66.; _(day iseinan is tryYnr> to urchase land from .rs. ® address of 9765 . orrBInc , ve. , Littleton, Co. 8012.7) '.Jarrn_n ''arT's, Inc, 16!!.0 ) ',Told Co, lid. 12, Ft. Lupton, Co. Sec. 11=T11,-66 V"• NAMES -OF OWNERS OF PROPERTY WITHIN 5uu FEET Please print or type NAME MAILING ADDRESS 'Tarren Yarns, Inc. 16490 '.Tc1cd Co. AO. 12, Ft. Lupton,Co. aoy 1 athews 96 Lookout Ilountai: Ad. , Golden, Co. 80401 =13ce i'athews 1395 Lee, Lakewood, Co. 8022.6 MAILING LIST Panhandle Eastern Pipeline Company SUP-468:81:14 Warren Farms, Inc. 16490 Weld County Road 12 Fort Lupton, Colorado 80621 Roy Mathews 96 Lookout Mountain Road Golden, Colorado 80401 Alice Mathews 1395 Lee Lakewood, Colorado 80226 AFFIDAVIT OF INTEPEST OWNERS SURFACE ESTz_TE — Application No. S bject Property Dougan Compressor Station STATE OF COLORADO ) ss COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names and addresses of all surface owners within 500 feet of the property of the subject application as their names appear upon the plats or records in the Weld County Clerk and Recorder ' s Office and as their most recent addresses appear in a telephone or other directory of general use in the area of the subject property or on the tax records of Weld County. c):41-hel C-3211' Sharon J. Prate The foregoing instrument was subscribed and sworn to before me this 2 day of � , 19 •=1-7/ by WITNESS my hand and official seal. My Commission expires : 3-/3-Y-5— Notary Public PANHANDLE EASTERN PIPE LINE COMPANY P 0 BOX 127 BRIGHTON, COLORADO 80601 June 5, 1981 Mr. Thomas E. Honn Zoning Administration Weld County, Colorado 915 Tenth Street Greeley, CO 80631 Dear Mr. Honn: Enclosed is the Affidavit of Interest Owners Mineral and/or Subsurface, with attached list of all mineral owners having interest in Section 14, Township 1 North, Range 66 West of the 6th P.M. Also enclosed are copies of various conveyances showing the transfers of property minerals and etc. As per your letter dated June 1, 1981, representation from our Engineering Department and myself will attend the scheduled meeting on July 7, 1981. If you have any questions, please call me at 659-5922, Brighton, Colorado 80601. Sincerely, PANHANDLE EASTERN PIPE LINE COMPANY \ 77;7 Sharon J. Prater U✓ Right-of-Way Representative SJP/ms Enclosure I �� 967 rN2 �• i; CMG �`A�/ j •IDAVIT CF INTER ES': OWNER MINERALS AND/OR SUESURFACE Application No. Subject Property s , :' ;:o•-)ressmr 'tr tion STATE OF COLORADO ) ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names and addresses of all mineral owners and/or lessees of mineral owners having an interest in the property which is the subject of the application as their names appear upon the plats or records in the Weld County Clerk and Recorder ' s Office and as their most recent addresses appear in a telephone or other directory of general use in the area of the subject property or on the tax records of Weld County, The foregoing instrument was subscribed and sworn to before me this S" day of 91'-t4,52 , 19 F/ by WITNESS my hand and official seal. My Commission expires: 3-/3'i7'5 Notary Public REPORT OF A GEOTECHNICAL INVESTIGATION FOR DOUGAN COMPRESSOR STATION WELD COUNTY, COLORADO PANHANDLE EASTERN PIPELINE COMPANY BRIGHTON, COLORADO PROJECT NO. 4304-80 BY EMPIRE LABORATORIES, INC. 214 NORTH HOWES STREET FORT COLLINS, COLORADO 80521 Inc.Empire Laboratories, Branch Offices 1242 Bramwood Place MATERIALS AND FOUNDATION ENGINEERS Longmont, Colorado 80501 P O Box 1135 214 No Howes Fort Collins,Colorado 80522 (3031 776 3921 P O Box 429 (303)484-0359 3151 Nation Way Cheyenne,Wyoming 82001 January 23, 1981 P O Box 10076 (307) 632 9224 Panhandle Eastern Pipeline Company P. 0. Box 127 Brighton, Colorado 80601 Re: Dougan Compressor Station Weld County, Colorado ELI Project No. 4304-80 Gentlemen: For clarification, we have revised Page 4 of our geotechnical report for the above-referenced project. The revised page is enclosed for inclusion in your copies of the report. In the area of the main compressor building, the upper six (6) inches of the silty sand should be compacted to a minimum of ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78 prior to placement of foundation concrete. If you have any questions or if we can be of further assistance, please contact us. Very truly yours, EMPIRE LABORATORIES, I C. V_� �sr�9 �y 1 � i �� 191 9 ws✓ lJr� ames E. Veith, P. E. � v F• � Geotechnical Engineer n, �°pjbb Enclosure ft a MEMBER OF CONSULTING ENGINEERS COUNCIL �\\\ii -. -ate TABLE OF CONTENTS Table of Contents i Letter of Transmittal ii Report 1 Appendix A A-1 Test Boring Location Plan A-2 Key to Borings A-3 Log of Borings A-4 Appendix B B-1 Consolidation Test Data B-2 Grain Size Distribution Curve B-5 Summary of Test Results B-6 Appendix C C-1 i Empire Laboratories, ll.,.�g atorie� Inc. Branch Offices -.• t� ��7a�[.lyY 1242 Brentwood Place Longmont,Colorado 80501 MATERIALS AND FOUNDATION ENGINEERS P O Box 1 735 214 No Howes Fort Collins,Colorado 80522 (3031 776 3921 P O Box 429 (303)484-0359 p 3151 Nation Way January 6, 1981 Cheyenne,Wyoming 82001 P O Box 10076 (307) 632 9224 Panhandle Eastern Pipeline Company P. 0. Box 127 Brighton, Colorado 80601 Gentlemen: We are pleased to submit our Report of a Geotechnical Investigation prepared for the proposed Dougan Compressor Station, Weld County, Colorado. The subsurface conditions revealed by this investigation are suitable for the intended construction, provided construction is in accordance with the recommendations contained in this report. The attached report presents the subsurface conditions at the site and our recommendations for development of the site. We appreciate this opportunity of consulting with you on this project. If you have any questions or if we can be of further assistance, please contact us. ti,av,r'if1:;;;1(,4 Very truly yours, ,`��S�ES E yr,�, EMPI E LABORATORIES, INC. 4. @@`` Rfio �� ^4,pg 15919 : p ,. James E. Vei th, P.E. .7): 5',/ONs' c;%"O Geotechnical Engineer 'f�, ^ ;aoe°`yP��° 'f/YP COL-',,,, Reviewed bey: iJ`�tii..;:'Fi1'",,/ t :7, .',,,,;:.-:::::f.l.e, ..:';3(:IG'''r s'''G C Chester C. Smith, P.E. - � ao President `-A i. (jut., 'o = c^ma 'c ` ., ClC . ...= : W - _cc -I yr MEMBER OF CONSULTING ENGINEERS COUNCIL \�Jyyy .e //I'4 ' ii REPORT OF A GEOTECHNICAL INVESTIGATION SCOPE This report presents the results of a geotechnical investigation prepared for the proposed Dougan Compressor Station, Weld County, Colo- rado. The investigation included test borings, laboratory testing, engineering evaluation, and preparation of this report. The purposes of the investigation were to determine subsurface conditions at the site and to provide recommendations for design and construction of foundations and slabs on grade. INVESTIGATIONAL PROCEDURES Six (6) test borings were drilled at the site on December 18, 1980. Locations of the test borings are shown on the Test Boring Location Plan included in Appendix A. Test borings were established in the field by representatives of Panhandle Eastern Pipeline Company. The borings were advanced with continuous-flight augers to depths fourteen and one-half (14-1/2) to twenty-four and one-half (24-1/2) feet below present grades. Samples were recovered with two and one-half (2- 1/2) inch Shelby tubes and the standard penetration sample technique. During drilling, a geotechnical engineer of Empire Laboratories, Inc. was present and made a continuous visual inspection of soils encoun- tered. Logs prepared from the field notes are included in Appendix A of this report. Indicated on the logs are the primary strata encountered, locations of samples, and groundwater conditions. Representative samples recovered in the test borings were selected for tests in the laboratory to determine their physical characteristics and engineering properties. Included in the test program were natural moisture content, water soluble sulfates, Atterberg limits, gradation -1- analysis, dry density, unconfined compressive strength, consolidation characteristics, swell potential , and swell-consolidation character- istics. Laboratory test results are summarized in Appendix B. SITE LOCATION AND DESCRIPTION The project site is located approximately two (2) miles south and three (3) miles east of Fort Lupton, Colorado. More specifically, the property is situate in the northwest 1/4 of Section 14, Township 1 North, Range 66 West of the Sixth Prime Meridian, Weld County, Colorado. The property is presently an open, grass- and weed-covered area used for grazing. Slope and drainage are to the north and east from a knob located west of the primary building area. The property is pre- sently fenced on all sides. Weld County Road 33 borders the property on the west. High tension wires exist along the east side of County Road 33. SOIL AND GROUNDWATER CONDITIONS The following are the characteristics of the primary soil strata encountered at the site. (1 ) Topsoil : Approximately six (6) inches of sandy topsoil was encountered at the surface at all boring locations. The topsoil has been penetrated by root growth and organic matter and is not suitable for foundation bearing or as backfill material . (2) Silty Sand: The topsoil in Borings 1 through 5 is underlain by brown and tan silty fine to medium sand. The sand extends to a depth of seven (7) feet in Boring 1 and to the bedrock surface in Borings 2 through 5. In situ, the sand is loose to medium dense and has low shear strength and bearing character- istics. -2- (3) Sandy Clayey Silt: The topsoil in Boring 6 is underlain by brown sandy clayey silt extending approximately two (2) feet below present grades. The silt is medium dense and has moderate shear strength and bearing characteristics. (4) Sandy Silty Clay: Brown sandy silty clay with fine gravel was encountered at seven (7) feet in Boring 1 and extends to the bedrock surface. In situ, the sandy silty clay is stiff and has moderate shear strength and bearing characteristics. (5) Bedrock: The surface of bedrock was encountered at depths two (2) to fifteen (15) feet below present grades. In Borings 2 through 6, the bedrock is claystone. Sandstone was encoun- tered in Boring 1 . The upper one (1) to four (4) feet of the bedrock formation is weathered. The underlying claystone and sandstone are hard and have high shear strength and bearing characteristics. (6) Groundwater: No water was encountered in the test borings within the depths explored. Groundwater levels at the site will fluctuate with seasonal variations and conditions and irrigation demands on and adjacent to the property. Due to the low permeability of the claystone bedrock with respect to the overlying overburden material , formation of a perched water table on the bedrock surface is possible. ANALYSIS AND RECOMMENDATIONS Plans submitted to us indicate a main compressor building will be constructed in the area of Borings 3 and 4. Various tanks, towers, etc. , will be erected in the area of Borings 1 , 2 and 5. A small slab- on-grade shop building will be constructed in the area of Boring 6. We further understand that the main compressor building will probably be supported on a reinforced concrete mat foundation. -3- The following are our recommendations for design and construction of foundations for the various units. Foundations Light-weight tanks, towers, etc. , can be, supported_on_conventional continuous or isolated spread footings bering_.in the_near-surface_ silty sand encountered in Borin2s_l through 5. Prior to placement of foun- dation concrete, the bearing material should be examined by qualified geotechnical personnel . All footings should bear a minimum of twelve (12) inches below present grades with exterior footings a minimum of thirty (30) inches below exterior finished grades for frost protection. Conventional footings bearing in the near-surface silty sand as recom- mended above may be designed for a maximum allowable soil bearing pressure of two_thousand. (2000)_Pounds,_,per square foot_undr dead_p�us_ maximum live loads. Based upon laboratory tests and analyses, the anticipated settlement of conventional footings under the above maximum bearing pressure should not exceed one-half (1/2) to three-fourths (3/4) inch. Support of the main compressor building on a reinforced concrete mat bearing in the silk sand is feasible. Prior to placement of the reinforcing steel and concrete, the bearing material should be examined by qualified geotechnical personnel . We also recommend that the upper six (6) inches of the silty sand be_compacted to a _minimum_of_ ninety- five percent (95%) of Standard Proctor Density ASTM D 698-78 (see_ Appendix C. ) prior to placement of the concrete. We recommend that the mat be designed for a maximum allowable soil bearing pressure _of_two thousand (2000) pounds per square_foot under dead plus maximum live loads. Based upon the results of laboratory tests and the thickness of the compressible layer, the anticipated settlement under the above maximum uniform bearing pressure should not exceed one (1 ) to one and one-fourth (1-1/4) inch. We anticipate that the majority of this settlement will occur during construction and initial application of dead loads. -4- If the compressor station units cannot tolerate the anticipated settlements or if lateral or overturning forces are such that use of conventional shallow-depth footings are not practical , then we recommend that the units be supported on straight-shaft drilled piers end bearing in the sandstone and claystone bedrock. Piers drilled a minimum of three (3) feet into the firm bedrock stratum may be designed for a maximum allowable end bearing pressure of ten thousand (10,000) pounds per square foot. An estimated skin friction of one thousand (1000) pounds per square foot will be developed for that portion of the pier embedded into the firm bedrock stratum. To counteract swelling pressures which will develop if the subsoils become wetted, all piers should be designed for a minimum dead load of five thousand (5000) pounds per square foot. Where this minimum dead load requirement cannot be satis- fied, skin friction from additional embedment into the firm bedrock should be used to resist uplift. All piers should be reinforced their full length to resist tensile stresses created by swelling pressures acting on the pier. The anticipated settlement of piers under the above maximum loading should be negligible. The drilled piers should be designed to resist all induced lateral and overturning forces. The ultimate passive resistance of the near- surface silty sand should be computed using a unit weight of soil of one hundred twenty-five (125) pounds per cubic foot and an angle of internal friction, p, of twenty-five degrees (25°). Temporary casing of pier holes may be required to prevent sloughing of the overburden materials and to facilitate cleaning and inspection. We suggest minimum eighteen (18) to twenty-four (24) inch diameter piers be used. It is recommended that qualified geotechnical personnel be present during drilling operations to identify and verify penetration into the firm bedrock, make certain that all piers are of proper diameter and plumbness and that they are thoroughly cleaned and dewatered, and ensure that reinforcing steel and concrete are properly placed. Due to the shallow depth to rock i n the area of the shop buiJ ding_ and theee ansive„Rotentiajof t£h, tone bedrock. we recommend that -5- the shop building be supported on a drilled pier foundation system. The above recommended bearing pressures should be used for design of drilled piers for the shop building. Slabs on Grade In proposed slab-on-grade areas, the upper six (6) inches of the topsoil should be stripped. Following stripping, the upper six (6) inches of the subgrade should be scarified and recompacted in place at or near optimum moisture content to a minimum of ninety percent (90%) of Standard Proctor Density ASTM D 698-78. (See Appendix C.) The on-site overburden materials are suitable for use as fill in slab-on-grade additions. Additional off-site fill required beneath slabs on grade should be a material approved by the geotechnical engineer. All fill beneath slabs on grade should be placed at or near optimum moisture content and compacted to a minimum of ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Conventional slab-on-grade construction can be used at the sub- station site. Due to the shallow depth to rock in Boring 6 and the probable formation of a perched water table on the bedrock surface, we recommend that the finished floor of the shod building be placed at least three (3) feet above the bedrock surface. We also recommend that a perimeter foundation drain be placed around the shop building. We suggest that a four-inch diameter open-jointed or perforated tile be placed around the entire building. The tile should be surrounded by clean, graded gravel from three-fourths (3/4) to one and one-half (1- 1/2) inch in size extending from at least six (6) inches below the bottom of the tile to within one (1 ) foot of finished exterior grade. The drainage tile should be placed at least twelve (12) inches below the finished floor elevation and have a minimum grade of one-eighth (1/8) inch per foot. The top of the gravel should be covered with an un- treated building paper to prevent the gravel from becoming clogged by earth backfill . To prevent surface water from entering the system, we recommend that the on-site material be placed as backfill over the -6- system and compacted at or near optimum moisture content to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Slabs on rade su ortin heavx_floor loads should be underlain by at least six (6) inches of crushed gravel base course, placed at optimum moisture content and compacted to a minimum of ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Office and other areas transmitting light floor loads should be underlain by a minimum of four (4) inches of clean gravel or crushed rock free of fines. The gravel base course and/or gravel will help to distribute floor loads and will act as a capillary break. All slabs onjrade should be designed for the imposed loading, and it is suggested that they be designed and con- structed structurally independent of all bearing members. To minimize and control shrinkage cracks which will develop in slabs on grade, we suggest that control joints be placed every twenty (20) to twenty-five (25) feet and that the total area contained within these joints be no greater than six hundred twenty-five (625) square feet. Due to the swell potential of the material in the area of the shop building, all nonbearing partitions placed on the slab-on-Qrade�should be provided with slip joints (top or bottom) so that pressure from heaving slabs will not damage the partition or the structure above. Pavements We recommend that the upper six (6) inches of existing topsoil be stripped within areas to be paved. Following stripping of the topsoil , the upper six (6) inches of the subgrade should be scarified and re- compacted to a minimum of ninety percent (90%) of Standard Proctor Density ASTM D 698-78. (See Appendix C. ) On-site material is suitable for use as compacted fill in proposed pavement areas. Any additional off-site fill required in pavement areas should be a material approved by the geotechnical engineer. Fill in paved areas should be placed at or near optimum moisture and compacted to a minimum of ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. -7- AASHT0 classifications of the material forming pavement subgrade is A-2-4 and A-4 with group indices of 0. Based upon a group index of 0, the following pavement thickness is recommended. Select Base Course 4" Asphaltic Concrete 2" Total Pavement Thickness 6" If no asphaltic concrete is used, we recommend that a minimum of ten (10) inches select base course material be used. The base course overlying the subgrade should consist of a hard, durable, crushed rock or stone and filler and should have a minimum "R" value of 80. The 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 30-65 #8 25-55 #200 3-12 Liquid Limit - 30 Maximum Plasticity Index - 6 Maximum The base course should be placed on the subgrade at or near optimum moisture and compacted to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. It is important that the base course be shaped to grade so that proper drainage of the pavement area is ob- tained. -8- GENERAL RECOMMENDATIONS (1 ) Laboratory tests indicate that water soluble sulfates in the soil are negligible, and a Type I cement may be used in all concrete exposed to subsoils. All slabs on grade subjected to de-icing chemicals should be composed of a more durable con- crete 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. Five percent (5%) for the first five (5) feet away from the structures is the sug- gested slope. (3) Backfill around the outside perimeter of the structures should be mechanically compacted at optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. (See Appendix C.) Puddling should not be permitted as a method of compaction. (4) All plumbing and utility trenches underlying slabs and paved areas should be backfilled with an approved material compacted to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Puddling should not be permitted as a method of compaction. (5) Gutters and downspouts should be designed to carry roof runoff water well beyond the backfill area. (6) It is recommended that all compaction requirements specified herein be verified in the field with density tests performed under the direction of the geotechnical engineer. -9- (7) It is recommended that a registered professional engineer design the foundations using the recommendations presented in 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 design of the structures or their locations are planned, the conclusions and recommen- dations contained in this report will not be considered valid unless said changes are reviewed and conclusions of this report modified or approved in writing by Empire Laboratories, Inc. , the soils engineer of record. Every effort was made to provide comprehensive site coverage through careful locations of the test borings, while keeping the site investigation economically feasible. Variations in soil and groundwater conditions between test borings may be encountered during construction. In order to permit correlation between the reported subsurface conditions and 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 review during the excavation and foundation phases of the work. Empire Laboratories, Inc. assumes no responsibility for compliance with the recommendations included in this report unless they have been retained to perform adequate on-site construction review during the course of construction. Tin. TEST BORING LOCATION PLAN 7-B M, TOP or N.E_ . PROPE...RTY • LQR Ps lE_R . E_I_E_\/./ T!o hf = InQ O' LO U NT Y R O/\L 10 tih G r = 2O' Kto.5 I‘.lo. 1,40.3 • 1 .10.2 0+00 M, 0+00E_ • A-2 • EMPIRE LABORATORIES, INC. KEY TO BORING LOGS ��/ TOPSOIL �. ' GRAVEL Parse AAP FILL I.1 SAND & GRAVEL �/� SILT ••i' SILTY SAND & GRAVEL , •. t'2 '1 CLAYEY SILT o p COBBLES i . SANDY SILT ,.o. SAND,GRAVEL& COBBLES �, CLAY mom WEATHERED BEDROCK SILTY CLAY __ SILTSTONE BEDROCK .r SANDY CLAY EmsCLAYSTONE BEDROCK dIIii SAND ® SANDSTONE BEDROCK 1® �•/. SILTY SAND MINIS LIMESTONE i. . IMO CLAYEY SAND ra � GRANITE op SANDY SILTY CLAY 0 SHELBY TUBE SAMPLE liSTANDARD PENETRATION DRIVE SAMPLER v WATER TABLE 0 HOURS AFTER 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 ILAt3ORATQRIES.INQ. • LOG OF BORINGS E _E-V/STIDN No. 1 1V o.2 N o. 3 120 ,. 16/12, : r •; � -• i -t.115 9/12 f, < - =,'L., _ _ - , . . . ,• /. ,-, 1 A r , ..E- , - , . 24/12 lv/r' 110 >• 17/12j',( j� • .,� 20/12 < - F ! i 50/8 . : 11/12 / . 6/12 I. . 105 f • . . 8/12 • 8/12 . .'• _ 50/5 a : .- i• . 100 �'1./ •/ -/ /•f - 14/12 ■ ►_ 22/12 p 95 - 1 a 42112 ] 50/11 90 , - _ _ 38/12 i TBM, top of northeast property corner. Assume elevation = 100.0'. A-4 _ EMPIRE LABORATORIES, INC. 9 LOG OF BORINGS E_1_E_V/,rloN t.1O.4- Ho .5 No. 6- ►roc. 110 14 12 E 15 12," / • 8/12; . '! 105 10/12: . - > - - • . 14 12�_' 10/12 .• ! 12 12 ./ 100 i• ' • 14/12! . 95 17/12 33 2 30 2 29/12 _ 90 26 12�— 37/12 85 EMPIRE LABOA5ORIES, INC. APPENDIX B. i CONSOLIDATION--SWELL TEST • BORING NO. 1 DEPTH 3-0 DRY DENSITY 108.3#/Ft3 • % MOISTURF 5.9% O F Q , a o . 52 .50 .49 . 0.1 0.5 1.0 . 5 10 APPLIED PRESSURE-TONS/SQ. FT. , s , i • J - • z 2 f.--c 0 9 3 z O u 0.1 0.5 1.0 5 10 1 APPLIED PRESSURE-TONS/SQ. FT. t 4 , f B-2 EMPIRE LABORATORIES, INC. 1 CONSOLIDATION--SWELL TEST BORING NO. 3 DEPTH 3.0 _ DRY DENSITY 101 .1#/Ft3 % MOISTURF 2.5% o t • o . 63 f D 0 .61 .60 -... .'4%Nt36°%•%,„\Ns40 .59 o.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. 0 J W z 2 0 3 z O u , 0.1 0.5 1.0 5 I0 APPLIED PRESSURE-TONS/SQ. FT. EMPIRE LABcRATORIES, INC. A CONSOLIDATION--SWELL TEST BORING NO. 6 DEPTH 3.0 l 104.7#/Ft3 DRY DENSITY % MOISTURE 13.7 - - - - • • o .58 . 57 • .56 - .55 .54 - 0.1 0.5 1.0 5 10 - APPLIED PRESSURE-TONS/SQ. FT. 0 w s 1 l O�. . . a 0 2 J VZ O 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. i B-4 _ EMPIRE LABORATORIES, INC.,,_____ a3NIVl32i IN3D 2I3d 1 I .O N C.)') ' N o n m o. 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Sin N J w = N (J N N Z W w Li GL a vi F-- O 1 • w Cd FN W-- "� O I- Ve Cr) O^ d0' Q ZZ ON CO CT CC Z N N CO CZ Z _ LLI 0- a = w N >- I-- Z'.-L: O C7) VD to Lu 0 0 1- N LC) r- >- CD r O O p r r r r w c • D r d" d' 1... CO tO CO CD O Cr) I--- ON 1. N CO (5 r d" d' r Cr) d' CY) Cr) CT CS N CD r Cr) N O N N N r r- r r N IC) LC) U) LC) LC) CO LC) CD CD CD CD LC) O CD CD CD . CD CD CD CD O O • I d' al CD a d- • d- r d' L.C) CO CT) r r r d' IC) co 01 r- r N r N d" LS) CO Ol r W I~i 1 1 1 1 1 1 1 1 1 1 , , , , 1 1 1 1 1 1 , 1 p in O CD CD CD LC) LO LC) CD O CD O U) U) LC) CD CD CD CD CD O L1) O Cr) d- I's CO CO CO O Ch d- Is.. C70 M CA in O r CI d- I's CO CY, r r r r— N r-- 0 Z rY Z d' Ln tD O m 8-7 • SUMMARY OF TEST RESULTS Atterberg Summary Boring No. - 1 2 6 Depth (Ft.) 3.0-4.0 18.0-19.0 1 .0-2.0 Liquid Limit 16.5 43.7 21 .5 Plastic Limit 19.6 19.6 17.8 Plasticity Index 0.0 24.1 3.7 % Passing 200 16.9 89.5 51 .3 Group Index 0.0 26.0 0.0 Classification . Unified SM CL CL-ML AASHTO A-2-4(0) A-7-6(26) A-4(0) B-8 APPENDIX C. APPENDIX C Suggested Specifications for Placement of Compacted Earth Fill and/or Backfills. GENERAL A soils engineer shall be the owner's representative to inspect and control all compacted fill and/or compacted backfill placed on the project. The soils engineer shall approve all earth materials prior to their use, the methods of placing, and the degree of compaction obtained. Approval from the soils engineer will be required prior to the owner's final acceptance of the filling operations. MATERIALS Soils used for all compacted fill beneath interior floor slabs shall be a granular type material approved by the soils engineer. The upper 12" to 18" of compacted earth backfill placed adjacent to exterior foundation walls shall be a relatively impervious, nonexpansive material . No material having a maximum dimension greater than six inches shall be placed in any fill . All materials proposed for use in compacted fill and/or compacted backfill shall be approved prior to their use by the soils engineer. PREPARATION OF SUBGRADE All topsoil , vegetation, debris, and other unsuitable material shall be removed to a depth satisfactory to the soils engineer before begin- ning preparation of the subgrade. The subgrade surface of the area to be filled shall be scarified a minimum depth of six inches, mois- tened as necessary, and compacted in a manner specified below for the subsequent layers of fill . Fill shall not be placed on frozen or muddy ground. r 9 PLACING FILL No sod, brush, frozen material , or other unsuitable material shall be placed in the fill . Distribution of material in the fill shall be such as to preclude the formation of lenses of material differing from the surrounding material . The materials shall be delivered to and spread on the fill surface in a manner which will result in a uniformly com- pacted fill . Prior to compacting, each layer shall have a maximum thickness of eight inches, and its upper surface shall be approximately horizontal . MOISTURE CONTROL While being compacted, the fill material in each layer shall as nearly as practical contain the amount of moisture required for optimum com- paction or as specified, and the moisture shall be uniform throughout the fill . The contractor may be required to add necessary moisture to the fill material and to uniformly mix the water with the fill material if, in the opinion of the soils engineer, it is not possible to obtain uniform moisture content by adding water on the fill surface. If, in the opinion of the soils engineer, the material proposed for use in the compacted fill is too wet to permit adequate compaction, it shall be dried in an acceptable manner prior to placement and compaction. COMPACTION When an acceptable, uniform moisture content is obtained, each layer shall be compacted by a method acceptable to the soils engineer and as specified in the foregoing report as determined by applicable standards. Compaction shall be performed by rolling with approved tamping rollers, pneumatic-tired rollers, three-wheel power rollers, vibratory compactors or other approved equipment well-suited to the soil being compacted. If a sheepfoot roller is used, it shall be provided with cleaner bars attached in a manner which will prevent the accumulation of material between the tamper feet. The rollers should be designed so that the effective weight can be increased. MOISTURE - DENSITY DETERMINATION Samples of representative fill materials to be placed shall be fur- nished by the contractor to the soils engineer for determination of maximum density and optimum moisture or percent of Relative Density for these materials. Tests for this determination will be made using methods conforming to requirements of ASTM D 698, ASTM D 1557, or ASTM D 2049. Copies of the results of these tests will be furnished to the contractor. These test results shall be the basis of control for all compaction effort. DENSITY TESTS The density and moisture content of each layer of compacted fill will be determined by the soils engineer in accordance with ASTM D 1556, ASTM D 2167, or ASTM D 2922. Any material found not to comply with the minimum specified density shall be recompacted until the required density is obtained. The results of all density tests will be furnished to both the owner and the contractor by the soils engineer. r_n Em 'ie T ° stories I �C. Branch Offices �1�u , ale 1242 Bramwood Place Longmont, Colorado 80501 MATERIALS AND FOUNDATION ENGINEERS P O Box 1135 214 No Howes Fort Collins,Colorado 80522 (303) 776 3921 P O Box 429 (303)484-0359 3151 Nation Way Cheyenne,Wyoming 82001 January 30, 1981 P o Box 10076 (307) 632-9224 Panhandle Eastern Pipeline Company P. 0. Box 127 Brighton, Colorado 80601 Re: Dougan Compressor Station Weld County, Colorado ELI Project No. 4304-80 Gentlemen: This Addendum to our geotechnical report presents the results of addi- tional subsurface investigations at the project site. The purposes of the additional investigation were to provide recommendations for design and construction for foundations for the relocated shop and office building. Borings 7 and 8 were drilled at the project site on January 22, 1981 . The locations of the test borings are shown on the attached Test Boring Location Plan. The borings were advanced with four-inch diameter, continuous-flight augers to depths approximately twenty-four (24) feet below present grades. Samples were recovered with two and one-half (2- 1/2) inch diameter Shelby tubes and the standard penetration sample technique. During drilling, a field engineer of Empire Laboratories, Inc. was present and made a continuous visual inspection of soils encountered. Logs prepared from the field notes are attached. In- dicated on the logs are the primary strata encountered, locations of samples, and the groundwater conditions. The following are the characteristics of the primary soil strata en- countered in the supplemental test borings. (1 ) Topsoil : Thickness of topsoil at test boring locations is approximately six (6) inches. The topsoil has been penetrated by root growth and organic matter and is not suitable for foundation bearing or as backfill material . (2) Silty Sand: The topsoil is underlain by brown and tan silty fine to medium sand extending to the bedrock surface. In situ �.PeORAro or w A MEMBER OF CONSULTING ENGINEERS COUNCIL Panhandle Eastern Pipeline Company Page 2 January 30, 1981 the sand is loose to medium dense and has low shear strength and bearing characteristics. (3) Sandstone Bedrock: The surface of sandstone bedrock was en- countered in the borings approximately sixteen and one-half (16-1/2) feet below present grades. The upper one (1 ) foot of the bedrock formation is weathered. The underlying sandstone is hard and has high shear strength and bearing character- istics. (4) Groundwater: No water was encountered in the test borings within the depths explored. Groundwater levels at the site will fluctuate with seasonal variations and conditions. We understand that the proposed office/shop building will be a one- story, slab-on-grade structure. Based upon the subsurface conditions encountered and the anticipated structural loads, we recommend that the structure be supported on conventional continuous or isolated spread footings bearing in the natural , undisturbed soil . The undisturbed nature of the bearing material should be verified by qualified geo- technical personnel prior to placement of foundation concrete. All footings should bear a minimum of twelve (12) inches below present grades with exterior footings a minimum of thirty (30) inches below exterior finished grades for frost protection. Footings bearing at the above-recommended depths may be designed for a maximum allowable soil bearing pressure of two thousand (2000) pounds per square foot under dead plus maximum live loads. Based upon laboratory tests and analyses, the anticipated settlement under the above maximum bearing pressure should not exceed three-fourths (3/4) inch. As an alternative, structural loads could be supported on straight-shaft drilled piers end bearing in the sandstone bedrock. Piers drilled a minimum of three (3) feet into the firm sandstone may be designed for a maximum allowable end bearing pressure of twenty thousand (20,000) pounds per square foot. An estimated skin friction of two thousand (2000) pounds per square foot will be developed for that portion of the pier embedded into the firm sandstone. The anticipated settlement under the above maximum loading should be negligible. Temporary casing of pier holes may be required to prevent sloughing of the overburden materials and to facilitate cleaning and inspection. We suggest that minimum eighteen (18) to twenty-four (24) inch diameter piers be used. Panhandle Eastern Pipeline Company Page 3 January 30, 1981 We recommend that qualified geotechnical personnel be present during drilling operations to identify and verify penetration into the firm bedrock, make certain that all piers are of the proper diameter and plumbness and that they are thoroughly cleaned and dewatered, and ensure reinforcing steel and concrete are properly placed. The soils encountered at the proposed subgrade elevation are adequate for supporting normal floor loads on grade and may be used as fill material to support slab-on-grade construction. The upper six (6) to eight (8) inches of topsoil should be removed within the building limits prior to placing any fill material . Subgrade receiving fill should be scarified a minimum depth of six (6) inches and recompacted at or near optimum moisture content to a minimum of ninety percent (90%) of Standard Proctor Density ASTM D 698-78. Additional off-site fill required beneath slabs on grade should be a material approved by the soils engineer. All fill beneath slabs on grade should be placed at or near optimum moisture content and compacted to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Slabs on grade supporting heavy floor loads should be underlain by at least six (6) inches of crushed gravel base course, placed at optimum moisture content and compacted to a minimum of ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Office and other areas transmitting light floor loads should be underlain by a minimum of four (4) inches of clean gravel or crushed rock free of fines. The gravel base course and/or gravel will help to distribute floor loads and will act as a capillary break. All slabs on grade should be designed for the imposed loading, and it is suggested that they be designed and con- structed structurally independent of all bearing members. To minimize and control shrinkage cracks which will develop in slabs on grade, we suggest that control joints be placed every twenty (20) to twenty-five (25) feet and that the total area contained within these joints be no greater than six hundred twenty-five (625) square feet. Pavements constructed in the area of the proposed relocated building should be designed and constructed in accordance with the recommen- dations contained in our geotechnical report. Laboratory tests indicate that water soluble sulfates in the soil are negligible, and a Type I cement may be used in all concrete exposed to Panhandle Eastern Pipeline Company Page 4 January 30, 1981 Finished grade should be sloped away from the structure on all sides to give positive drainage. Five percent (5%) for the first five (5) feet away from the structure is the suggested slope. Backfill around the outside perimeter of the structure should be mechani- cally compacted at optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. Puddling should not be permitted as a method of compaction. Gutters and downspouts should be designed to carry roof runoff water well beyond the backfill area. It is recommended that a registered professional engineer design the foundations using the recommendations presented in this report. If you have any questions concerning the recommendations contained herein or if we can be of further assistance, please contact us. Very truly yours, .o0"19::"" EMPI E LABORATORIES, NC. +e c�ee iQ '~ James E. Veith, P.E. Geotechnical Engineer C'J'- Reviewed 1\\ by: Chester C. Smith, P.E. President cic • N • • - TEST BORING LOCATION PLAN TB M, TOP OF- N.E._. PROPE._RTY E-0Rti1E_R . nSSUMF .E___L..E_v�Y10 tit = Jn[Z0 /L� COUNTY Rant-, l o I"eZOo• G - ( va.8 . No.5 0 No.4 No.3 M0.Z ED tJo.l o+Do ff i a+DOE_ - ®bRILLFJ 1E c. 18, 196O _ _ QDRILL.b ,J/,N• ZZ, 198 1 -'5-: _ KEY TO BORING LOGS �� TOPSOIL �•, • GRAVEL FILL .•Firma • •• SAND & GRAVEL aixoso^�/� SILT SILTY SAND & GRAVEL Elp CLAYEY SILT "gyp COBBLES o v . i. e • SANDY SILT P. SAND,GRAVEL& COBBLES FaCLAY WEATHERED BEDROCK Pli SILTY CLAY MIMI liZI=II SILTSTONE BEDROCK Mmi �� SANDY CLAY NM Imo CLAYSTONE BEDROCK INN SAND ® SANDSTONE BEDROCK •e•e, SILTY SAND MINN LIMESTONE i. ,. II_■ Ira CLAYEY SAND ® GRANITE siSANDY SILTY CLAY F 1 ESHELBY TUBE SAMPLE giSTANDARD PENETRATION DRIVE SAMPLER WATER TABLE 0 HOURS AFTER DRILLING C HOLE CAVED 5/12 Indicates that 5 blows of a 140 pound hammer falling 30 inches was required to penetrate 12 inches. -6- EMPIRE LABORATORIES, INC. LOG OF BORINGS E-,LE_V/sTIDIV tJo.7 n.lo.a - ✓ ✓, 8/12 ' 8/12 . 120 -/. / • - 7/12 : .' / _ / 9/12 - • • " / 115 7/12 :! ' .',e3 L i j • j . 9/12 i - / . . ./ -.,., • / *// 110 12/12 ••/. - . '/ • J'! 11112 'f i. i. / - •,. ✓ ` . / , 105 50/7 e i: :H . . . 50/6 - : : 100 q . . 50/11 -1 50/6 - ' 1 - TBM, top of northeast property corner. Assume elevation = 100.0'. -7- EMPIRE LABORATORIES, INC. z CONSOLIDATION--SWELL TEST I BORING NO. 7 DEPTH 3.0 f DRY DENSITY 94.9w/Ft3 % MOISTURF 4.0% I . 73 .72 . O .71 a c o o .70 e .69 1 .68 i I .67 I t 1 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. r i } a w t 1 S g I z 2 O t Q o t 3 o r 4 t i . I 0.1 o.s 1.o s 10 APPLIED PRESSURE-TONS/SQ. FT. w Z Q= N N N r N N N N F-U N QZ r r r r l0 r- r r r r l0 LO \ \ \ \ CO \ \ \ \ \ CY CO t` N CD O CO CT Ql r O O W 3 r LC) LC) r- LC) LC) WO d J co • • J LO e O J, LO l7W - r- QCY LLLU F--J N 1/1 J "U = c.75 U NZ W w CG CL Li): • F- a U, w in u l 0 w o- O 0 ~• W O O Il. Z w c, Q U 0 z C) O Q cc z CQ n W c = W N } I- N N Z LC • �U CO a O >- I-- c2 0 W CY D L.0 CD CT CO LO I- CO N r r LC) CO �N o • • • • • • • • • O N •zt M O 1"-• I', N N .1- N Ql LO r r LO C) C) O O • r • I , O O O CD LO• O CD LC) _ . . d' al • • • • O d' Q7 ct' 1--' r CF in co Ol r r N r— In LO Ql r r r N w LL 1 I I I I I 1 1 1 I I I 1 1 1 I - o LC) C) C) O O LC) LC) LC) 1.C) O C) C) C) 10 LC) LC) O M ct- I- CO MOO M CD c1- LC) CO 01 M CO Cr) r- r N r- r N U Z O Z t\ CO m C) SUMMARY OF TEST RESULTS Atterberg Summary Boring No. 8 Depth (Ft.) 4.0-5.0 Liquid Limit 11 .8 Plastic Limit 16.1 Plasticity Index N.P. % Passing 200 6.8 Group Index 0.0 Classification Unified SM AASHTO A.-2-4(0) in 4eD ,vc �,.f DoC SI- 9 ct21t' 8/-cg, ZA-s : — d1.ow.- - Jua,ce6 PN.� yp�q„auae.lcty,r6w..mu., ,, £t .nce.,...,...a d].w 3tde5 ,24\a3tAllu-, PJusaStii4 ROu3 '- 'fivV/V — Ou4s.. 1. `30P6,1 leofrtAAZ Yi‘a.ttgi k4 -- 10 ( 2c14 .50-v\ vhe,tle, wept -stazp, — kiaa406(614-W.t4111 \kiis 'ilk1/45\istr4,3bi c10-4.10,L4-- cH- totAD — ,Articov.01A444A_% Ita-L41. s \(\z-G-v‘ -9;%1A.°U1 \ elet% [LitaPtJ-11 gQJLL - 4e J04 €. u..s Q50 4kc's.N. ckirh te x" )( SO �� - 1eNcL .4_ >LA-10z illeo\• \\aa-v-Q s'C;A a , ow -r-- �S ibkaJtAiktivoiSoh4 as yx.e9›a.,i tvh- eliPoltee iv-A o.Q °r .P'°;-1 ivlocuettc A43ceitz s opz. Lo/e, &Jo ATTENDANCE RECORD TODAY' S HEARINGS ARE AS FOLLOWS: PANHANDLE EASTERN PIPELINE CO. - DOCKET NO. 81-37 PLEASE write or print legibly your - name, address and the DOC # (as listed above) or the applicants name of the hearing you are attending. NAME ADDRESS HEARING ATTENDING goi_e-LOuA' �o,✓ a7( /27 g/— 37 ar/ilvic.)4 _C6 ?:E zvv' / (2®. -f1 mit) J, PP/9/9/ d601 Q7 E5k3/94lorv/ Co - 37 o e /T 5. ( Ai c� �. �,- 81-37 if' L a • O c S1 Ll?ER: Complete•tt us 1,2,and 3. \� r F o Add your a:dress in the"1'.FT:'RN To"apace on r�® �+ 0) l.Og reverse. w t.7 1. The`�'. 0) rla co �= a following scrvi_a is requer.:d(.-'.1_ck one.) w a > W <-- . ,— Sho Al to v,hom and date dci,v ercd a �`� ter'is w cti }I O > ≥ o an w g Show to whom,d._!a and address of delivery —e r Eli a W C� cc wooc ❑ RESTRICTED I -I_Ib ERY v w¢ 0) w .� , �`g �m� c Show to whom c^,1 date dcLvcred —ft c.�� N ) .C w oW oo'� ow o.n 'w 0 u'I- W w o o W ¢ �'�" a s 0 RESTRICTED DELIVERY. �� 'b 0P a `w` a U is b? . o�� oo ' eau o `¢ ❑ ¢ 0 ,¢ Show to whom,date,and ad less of loll:ery.S— CO •,ZQ w W N .0 intro woo inaQ a .„ ffl I- a. ~ _o a tl w E ¢ 331A113S 1d1333H t,Jn1.3U o o I w 0 a s CONSULT POSTMASTER FOR FEES) Z an 'M a S33111U3S ltlrJOlldO a 2. ARTICLE ADDRE ED TO: LiUL Pam M 2 . S333 803 831SVULSOd 1lnSNO3 ° p A .� Warren Farms, Inc. 1 9L6 'rdd`008£u C � z 16490 Weld County Rol i (112( I . a Fit Lupton, CO 867.1 3. ART)Cl_CESCRIPT.Z1- tn CECiLTER:D r,o• cr n IirIEC NO. INSL:REO f:,c. —9 i---'7d r-i v 0 v ' 0 0 0 0ii ON � a Lo m _�__ 6873477 o l a1.va}:c'eata:n sir,tatute of aadrerie or ow:-,t) —rLUd 5 a U 13 .fl I I .fl , rc I;≥<re receded the art...':described above. • W s~ O I o= a c__ H O U } o Q' I S.�NATUi s G 6d-_ _see C7Authorized agent L� ac] v• `ai m U W o a my aWQ r9 CO _ > E ice ,≥ ,. - W C / . )C r;L1 , a ty P 'CS >LU 0 aW oW m.� xn0 wLL 7.- r DATE C CELI'Ji ,Y �" ; T co w oW o > ou.≥ owL W / / / wt.-. Co w O ii- =,y '-w., g3 Z Ii- 6 ` t '0' cL—rj W w -J 0 W 4,,t.,-", .7:=, it a a A _ _ �p �¢`•' p a 2 i�c ion sWu; �mw CW9 i0 Z 5. ABC:<:...;1C�ar:sea c.r if ,•� m e'l ®CO �i Z F w IU 0- v.o Loam Loom wax a .... O -1 'MPS r S'. fin— CD w w a w ~ v8. M, cnRj- o �J � ¢ n .¢ 33U1H3S 1d1333H r.8nl3u a s y / �' a S331n83S lUNOIldO a w O O O O 6. UNAGLE TO DELIVER dECA�f5E• �[:f�e 1�" • uW In LL I SEA UN H31stl1J1SDd 11flSND3 a o. '�a- 91.61 Jdd`Q08E t s' lrk ' A ' • GP:]•1979-u0_:453 Il.4 U 0 . 0 U U U Q ,_•� I ........ 81-37 'i _• ® G J HtI,_S'—;,r ER: Complete'teals 1,2,c_ar.' In a "Cr m o Add.your a...__ ss In Cu': TERN TO"apace on -i co m 2 g reverse. ... w� b `-_ Qmcc w �� m 1. ;v' ••followinz r_rvice i•_requested(check one.) .�� W~ in w Q > am m,� Q.. m>' in ` 1�r.,hc.'`'?v,hom z'2,:rte delivered —G' c a: 3 +J � > o L W o I=oo w I '-; 0 Show to wham,(_'.and add-n s cf delivery __sr \ tr l.X� s m I.L. taw a) w o mw c ❑ I:EST JCirDi _i_IVERY lJi f- O d w w oW o0 oQ olio�, 2W ® -,-v) � LL ,a '0 -a> =-- . a la 4 Show to Fis and rate dLll i_tJ Y o.- om,. o,, .'omLo W O LLC\I 2E w W inn L,an L'mm .<CC a ,cc o ❑ ItEL.I_.,i£D,::_LIVERY. I� o w ,, ,w I¢ 3311183S 1d13338 Nlin138 8 I� Show to whom,date,and a '. :s of del.sary.5— —z o2 >Ir O w a a 0 z z o w F- S33II183S ltlrJ011d0 J '� v] a It (CO`EU'LT PO;„!ASTER FOR FEES) UU LL/i f24 P RI S333 80d 831Stl6J1SOd 1luSND3 0 la 2. ARTICLE A03RES, "13: M 91.61 rdd`oos£du In Panhandle Eastern Pipeline 5 635 North 7th Avenue • Brighton, CO 80601 —1 I 0 'u o o 0 0 o n 3. 1.,i l'.61.7_L. ,..1.1P: +ON- "r:s1 i l PEG;aTERE:,r!v. c..:TIFMED NJ. INSliii sa Na I Li N 6873476 IU _J 'N C I ! I 1 0 - , fl t .:.rays r l s.^ t rr9 of at ire:se or agent) wU m } o� a- I iasc'cce:.ed ti_:az_.c'c dcscr_'sed abo c. CO CE 1 1 3 O Cr ow ��,, r, > > E ocCI �,, ,a' o„, o', Li WW ^. 1 O 3≥ �m mow C -• / tl1 '�- w 111 O o� o¢> o..- .''c3 G w �'• 4. ® c3`— , QN w U �y ;.z> :�� W a �G m AT:OFjeLI<E.41`e _ • 'P ARK CO ,i p,_ om_, o.L- tioin W '� I, 1 qp QC;�- p G ¢ a xwv. mw O s C ,at' r I .r 'b�l �C� Oz Li-1 U r Lon intro Loom roam M, a`a 10 U 1&) (DI- oo 7- W ¢ 33UIL'as 1d1333H IlHn138 n ,Q �1 E. F.;'aRE:>*';Comp ele enty if requestedY _ `•'," Ht n z � S331A83S]tIND]J 0 F 'JI,' n0IUJ jig u' I-4 a.° 2 S333 UDd L'l1StlLJ1S0d 1laSNO3 2 2 441 1.`I M 91.61'add`008£w. • 6. UNABLE 70 DLLIVCA`BLUAUSE: CLLP. I b INITIALS 7. H y G a n 3+ Iv 1''(GPO•1979-3GC J3 1.0 - •ri I di o,d _ - h 'p i ) ui'7 CL r co o II ni c„.. 'c7 N„ •c3 W w .111: \\...\. a •.a y o W ''0.4 ' J „�1 I, S'-a 4 �' o 'N q .. t, f • 9 •> .4y c7 - 0o LL M . u 0. LJ L :1 -- I: �., ',J [� 4 g n Z C1 0 CO C $t M \} U cc Y c. n .-I C. :A .J In . d l4 ` U ft P,_, O Ot' EE W „, 1.:1 . . abr \,`'J a :,- f• e u w ••0 t !-• x F Cr 0) 0 U 6 3 3 n l : LJ + F W U C.. C1 Y Q C.r i� O 4 -IJ , O 9 ty ",,,.'1 -� O 4] a U, i- G O I- G •r J .rfl3 0 �". J 0 w u t Ir -� ` J ti r i" J~ .>;: I'� O .4 O U R t.' U „11.::<;'.-•, , ; 1 I 1 W ..• t t V' C-4 V3 .U. to v \ H F•� '� 1�- - t' j ti f. Z �» ❑ o LO 0 I`� W �`� 1, j ../ I� law ® N aa, � m , .. ;., ` t i I a a3 ,Li PS t urm 3a11,1-.01.1")/3 RETURN RECEIPT.Rta1:5 10 R_ o.INLUt1.1U P.N..)LERTIPIED MAIL A 81-37 t p j` a: 0 ELI\DER. C'n:late c'..---:1,2,and 3 L`/ \v\\ Ill p U Z E o Add yo,:r ad1..^St in the"RETURN TO"space on 0 fz l 0 t- j Ew W' 1. The follrn.L- service is requeated(.:heck one.) r o 0� g zw'1C: to t�`or: r9 cs.e delr:.rad —d c �_ rLL� 0 oao ❑ Show to whom,date and address of delivery — c• O RESTRICTED DELIVERY Show I t v horn rod date delivered _4 0 F.ES1:'IC i•D DELIVERY. Show to shorn,date,and address of delivery.$—_— (CONSULT POSTMASTER FOR FEES) 'd S'-+ a..1 2. ARTICLE ADDRESSED TO: 4W HI,,CD { Alice Mathews co u 3 00 a 1395 Lee a� a ro o , Lakewood, CO 80226 d-1 H--I ni I.3. ARTICLE CaSCRIPI.3;J: CO 1a m RE2il TCRED F1O. LES-fa—J INSURED NO. INS. D N3. I-2 W H z 6873479 •I-1 0 O (�;.-ra'vc ch(acrt s,g.tz_Jra cf oAre;�®or agent) 144-I-I 0 F — T C'''' ® 03 N R1 g I h.ce race,ted the artia_e desrueed above. S� rl 1'7 O r S:Cr ATURE DAd,:,e..uee DAu, mined agent 4r .,! L 4. Z.2--,r,--2----_ `ti p ---2,„,/ ` , DATE OF C..:LIVERY -.POSTMAR- a, , D 5. AD.:::1E-3 it:mapie:a aniy If raquesie I D .1.J , , `- / E. LNASLC TO DELIVCR SECASISE: Ci:SAZ S J,- `` - - p INITIALS �,�it, F'�` l/I _.. _ _ ��,._ �. `��' ' '\ '� ' 3 GFO.19790u 433 ( I v 9 I tt SENDER Complete items 1,2,and 3. 7 _ -'✓,.;,,,s o Add your at. ras in the"RETURN TO"space on . ! I rcS ersc. r'1.a rE) n 1. The fol',:v,'ro service:;requested(r c�'(one) • Show to t':'on 3 data d ..✓ecd 4 EI •=A ' r O t'ho.v to worn,drte ar.d address of dahvary —c4 z , - 0 RESr: CTEDDEIJ;ERY �" y 1 Ehoc✓t0 cYi.om and c tad:i�' - 1-- I? �' (p= 0 ZESTt i l ED Iii I I,'LP:Y, 111��/1 u - Sh,iv t3 whom, and address c i :uvery.S— a ' f I (O'C'.SULT F JST'�A T:n FOR;"DES) �r0 f 2. ARTICLE ADDRE S:O T^ �q, I CO m Larry E. Stewart i. © I c 4814 South Nucla Way �a O260 ;� 33 Aurora, Colorado 80013 t7 t'<3JAEO C: \ 'rte� I �P26'1027413�s f;t�p((1 PCd OC,�1dGiOJ AR 3 ltar .=i t' (A : - -n' -- -...a of a.-dr3:'acn or Drama)Li cc f a r» I:as-a rc'ohcd tho a.. c_rribed ahr,ve. 'o CS.Z"L."I;,-iE GAdd.c;ee DAu'dso.zed agent i',3., to C t?:aer.(2-r. FC0T LARK C G,c. LD:S.iZs.3::o0- 5e only if requested) n rt F,-, 0. UNAD'LE TO C=L1\/Eb u_..,9USE: CLERK'S U INITIALS P- r *.L'FO.1970300-459 FILE CONTAINS OVERSIZED MAP PLEASE SEE ORIGINAL FILE Hello