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Home My WebLink About20040504.tiff FROM : RgPR0 E SVCS FRX NO. : 9705359854 ^ Dec. 03 2002 05:11PM P1 R) 4311 Highway 66, Suite 4 rTh Longmont, CO 80504 Office(970) 535-9318 Fax(970) 535-9854 To: Robert Anderson Fax: 720-652-4211 From: Sharyn Frazer Date: 12-3-02 Re: Stromo, LLC Pages: 2, including cover CC: 0 Urgent 0 For Review 0 Please 0 Please 0 Please Comment Reply RecYcle I got your letter today regarding the date of the PC Hearing for the t to Stromo, LLC. I was preparing the mineral notification letters and I , px the questionnaire says" Type III to a Type I Composting Facility'and ' ..-: ••i W tion page reads "Type Ito a Type III, etc. ,r_. fi Cir =ttached a corrected application page to this fax. Let me know if this will any problems. Thanks Sharyn /535-9318 a rte e4 2004-0504 FROM : f)'gPR0 ENV SUCS FAX NO. : 9705359854 ^Dec. 03 2002 05:12PM P2 DEPARTMENT OF PLANNING SERVICES 1555 N. 17th Avenue, Greeley, CO 80631 Phone(970)353-6100, Ext. 3540, Fax(970)304-6498 AMENDED USE BY SPECIAL REVIEW APPLICATION Application Fee Paid Receipt# Date Recording Fee Paid Receipt# Date Application Reviewed by: TO BE COMPLETED BY APPLICANT: (Please print or type, except for necessary signature) DESCRIPTION OF SPECIAL REVIEW PERMIT AREA: PARCEL NUMBER: 121328000013 LEGAL DESCRIPTION: The SW4 of Section 26, T3N, R65W of the 6th P.M., Weld County, Colorado Total Acreage 60.6 acres, more or less Zone District A(Agricultural) Overlay Zone N/A Property Address(if available): 21970 WCR 30, Platteville, CO 80651 Proposed Use: Change composting facility from a Class III to a Class I Composting Facility SURFACE FEE (PROPERTY OWNERS)OF AREA PROPOSED FOR THE SPECIAL REVIEW PERMIT Name: Stromo, LLC, c/o John Moser/Tim Smith, Manager Address: 6600 W. 20th St,#11, Greeley, CO 80634 Telephone: 303-434-8924 APPLICANT OR AUTHORIZED AGENT(if different than above) Name: Thomas Haren,AgPro Environmental Services, LLC Address:4311 Highway 66, Suite 4 City/State/Zip: Longmont,CO 80504 Mobile Telephone: 970-535-9318 Business Telephone:970-535-9318 DEPARTMENT OF PLANNING SERVICES USE ONLY Case# Floodplain: ❑ Yes X No Geologic Hazard: 0 Yes X No I hereby state that all statements and plans submitted with the application are true and correct to the best of my knowledge. t Signature: Owner or Authorized Agent eit• DileIMO DEPARTMENT OF PLANNING SERVICES 1555 N. 17th Avenue, Greeley, CO 80631 Phone(970)353-6100, Ext. 3540, Fax(970)304-6498 AMENDED USE BY SPECIAL REVIEW APPLICATION Application Fee Paid Receipt# Date Recording Fee Paid Receipt# Date Application Reviewed by: TO BE COMPLETED BY APPLICANT: (Please print or type, except for necessary signature) DESCRIPTION OF SPECIAL REVIEW PERMIT AREA: PARCEL NUMBER: 121326000013 LEGAL DESCRIPTION: The SW4 of Section 26,T3N, R65W of the 6th P.M.,Weld County, Colorado Total Acreage 60.6 acres, more or less Zone District A(Agricultural) Overlay Zone N/A Property Address(if available): 21970 WCR 30, Platteville, CO 80651 Proposed Use: Change composting facility from a Class 1 to a Class III Composting Facility 1 SURFACE FEE(PROPERTY OWNERS)OF AREA PROPOSED FOR THE SPECIAL REVIEW PERMIT Name: Stromo, LLC, c/o John Moser/Tim Smith, Manager Address: 6600 W. 2d°St.,#11, Greeley, CO 80634 Telephone: 303-434-8924 APPLICANT OR AUTHORIZED AGENT(if different than above) Name: Thomas Haren,AgPro Environmental Services, LLC Address: 4311 Highway 66, Suite 4 City/State/Zip: Longmont, CO 80504 Mobile Telephone: 970-535-9318 Business Telephone: 970-535-9318 DEPARTMENT OF PLANNING SERVICES USE ONLY Case# Floodplain: 0 Yes X No Geologic Hazard: 0 Yes X No I hereby state that all statements and plans submitted with the applicatiorryare t e dc ect to the best of my knowledge. / na r : er or Authorized Agent CAA W4 &P r November 11, 2002 Weld County Planning Department 1551 N. 17`h Avenue Greeley, CO 80631 To Whom it May Concern, We have contracted with AgPro Environmental Services, LLC, to process all work related to an Amended Use by Special Review application to be filed at Weld County. AgPro Environmental Services, LLC, is authorized to represent John and Ellen Moser, Stromo, LLC, throughout this process. Sincerely, ex nnaine% nn.odor Jo Moser Ellen Moser ,-� STROMO, LLC c/o John Moser AMENDED USE BY SPECIAL REVIEW QUESTIONNAIRE The following questions are to be answered and submitted as part of the USR application. If a question does not pertain to your use, please respond with "not applicable", with an explanation as to why the question is not applicable. 1. Explain, in detail, the proposed use of the property. The property is currently used to compost animal manure and green wastes in windrows involving the standard treatment/blending technologies. It is currently permitted by Weld County and The Colorado State Department of Public Health and Environment as a Class 3 Composting Facility. The request for the Amended Use by Special Review is to change the facility from a Class 3 facility to a Class 1 facility with a certificate of designation. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22. Chapter 22 of the Weld County Code allows for Agricultural use of the property. Composting and recycling of manures, carbon sources and organic materials should be considered to be an agricultural support facility. 3. Explain how this proposal Is consistent with the Intent of the Weld County Code, Chapter 23 and the zone district in which it is located. The use is consistent with the Weld County Comprehensive plan through the preservation, enhancement and growth of agriculture. Efforts to preserve productive agriculture land include the maintenance, enhancement and growth of a viable, profitable, agricultural business. The proposed site is not located within a geologic hazard zone or airport overlay zone. The property use is necessary in Weld County to preserve the agricultural economic base historically attributed to the area. 4. What types of uses surround the site? Explain how the proposed use is consistent and compatible with surrounding land uses. The surrounding properties are devoted to irrigated cultivation or dry land pasturing of livestock. The composting of organic materials is an agricultural support activity which is consistent and compatible with surrounding land uses which are also agriculturally oriented. 5. Describe, in detail, the following: a. How many people will use this site? 3-5 people will be operating the composting site. Truck drivers associated with shipping and receiving will also use the site. b. How many employees are proposed to be employed at this site? 3-5 employees will operate this composting site. n c. What are the hours of operation? Hours of operation are sunrise to sunset up to seven (7) days per week. Shipping and receiving will not occur on Sundays. d. What type and how many structures will be erected (built) on this site? No permanent structures will be built on-site other than the necessary ponds, pads and environmental or nuisance controls. e. What type and how many animals, if any,will be on this site? None f. What kind (type, size, weight) of vehicles will access this site and how often? Tandem trucks (12cy)and tractor/end dump trailers (18cy), 60-80,000 GVW. g. Who will provide fire protection to the site? Platteville Fire Protection District h. What is the water source on the property? (Both domestic and irrigation). A domestic well is available for use on this property. Drinking water for employees will be bottled water. i. What is the sewage disposal system on the property? (Existing and proposed). None exists and none is proposed. There is currently a restroom facility in the shop/office. Additional on-site facilities can be serviced with port-a-potties. j. If storage or warehousing is proposed, what type of items will be stored? Storage of materials for processing and finished product will be stored on-site. 6. Explain the proposed landscaping for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal. Dryland pasture grass has been seeded along the west and north berm walls. No other landscaping is planned. 7. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. n Upon termination of the Use by Special Review activity, the site will be returned to dryland pasture by discing and harrowing the surface and using a seed drill to plant a dryland pasture seed mix. A bond for financial assurance for site restoration is posted with the Colorado Department of Public Health and Environment n n 8. Explain how the storm water drainage will be handled on the site. The surface glow gradient is southeast to northwest with an average slope of 3%. A soil berm wall 18 inches high and 6 feet wide will be constructed along the west side of the property and inside and adjacent to the existing private road which runs parallel to the west boundary. The length of the west berm wall is +/- 2,640 feet. Additionally a similar berm wall 18 inches high and 6 feet wide has been constructed along the north end of the property on the south side of the existing barbed wire fence. The length of the north berm wall is+/- 1,000 feet. The calculated "effective containment volume of the berm wall structures is estimated to be 960,000 cubic feet based on a water retention "area" created by the berm walls in the northwest corner of the property with the dimensions of 800' Lx 800' Wx1.5' H. This estimated retention volume capability represents 22.03 acre-feet of water. The property's 25-year rainfall runoff is estimated at 3.02 inches (based on 5 CCR 1002-81 charts and data). The total rain runoff potential for this property (based on the CCR data) is 660,000 cubic feet (2,640' x 1000' x 0.25') or a calculated 15.15 acre-feet of runoff volume. The berm wall therefore represents a storm water capacity of 145%. Please refer to the attached Storm Water Containment System Plat attached to this questionnaire. 9. Explain how long it will take to construct this site and when construction and landscaping Is scheduled to begin. The grass seeding on the berm wall and the contouring of the west one-half of the USR permitted property is currently in place. 10. Explain where storage and/or stockpile of wastes will occur on this site. No other wastes will be stored or stockpiled on this site. The animal manure brought to this site will immediately be placed in windrows where the composting process will begin Road File# rik• R&: Other Case No., • APPENDIX B WELD COUNTY ROAD ACCESS INFORMATION SHEET , Weld County Public Works Department' Date: 1111 H Street,P.O.Box 758, Greeley,CO 80632 . Phone: (970)356-4000,Ext.3750 Fax: (970)304-6497 Res: 970-330-3474 I. Applicant Name Mr. John Moser aka_ STR0MQ,1 i r moneBus: 970-539-0999 Address 6600 West 20th St. # 11 City Greeley state t.azip 80634 2. Address orlocationofaccess 21970 WCR # 30 / W/4 of SW/4, Section 26, T3N, R65W, 6th P.M Section 26 Township 3N Range 65W Subdivision Block Lot Weld County Road # .90 Side of Road south Distance from nearest intersection U.5 miles 3. Is there an existing access to the property? Yes X No #of accesses two 4. Proposed Use: _ O Permanent O- Residential/Agricultural 611 Industrial . • ❑ Temporary ❑ Subdivision .❑ Commercial O Other 5. Site Sketch Legend for Access Description: AG= Agricultural WCR # 30 RES = Residential • _ O&G= Oil&Gas �.R = Ditch Road t!"` = House • private I -J = Shed access nQ • Subject Site private access-' 0&G ************************************ ****************************************************************■****** OFFICE USE ONLY: • Road AD'1 Date ' • Accidents Date Road ADT Date .:. Accidents Date • Drainage Requirement . Culvert Size Length Special Conditions ❑ Installation authorized ❑ Information Insufficient Reviewed By: Title: m:wpfileslengineerlaccess REPORT DATE frel...' COLORADO WELLS,APPLICATIONS4-OND PERMITS PAGE 1 Mon Oct 3009:1326 CST 2000 COLORADO DIVISION OF WATER F. .OUCES PERMIT D CTY OWNER INFORMATION ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P � tit O OATF CD OATF WO Mn OR NSFIU1TF APR IRR AOFR YIP norm IFV moon OTRC CFC CHP RN,:.. 1 WEL MOSER JOHN R 12623 WELD CNTY RD 43 HUDSON,CO 80642 NP 01-17-1995 SA 07-08-1096 7 1 08-14-1995 0 0 GW 0 74 0 400N 2590E NWNF 21 3N 65W S 44856F 1 WEL MOSER JOHN R 12623 WELD CNTY RD 43 HUDSON,CO 80642 NP 01-17-1995 SA 07-06-1996 2 1 06-14-1995 0 0 GW 0 75 0 700N 2590E NWNF 27 3N 65W S 15264AD 1 WEL WES MOSER 8 SONS INC%KIM LAWRENCE 1011 ELEVENTH AVE GREELEY,CO 80631 on 08-76-1996 2 1 0 0 GW 0 0 0 200N 7590F NWNF 27 3N 65W S 6600F 1 WEL MOSER NORMAN RT 2 BOX 52 FT LUPTON,CO 80621 FP 17-21-1984 OC 07.10.1977 2 1 09-01-1984 000 000 GW 120000 75 20 200N2590F NWNF 27 3N 65W S 53425F 1 WEL WES MOSER 8 SONS INC C/0 KIM LAWRENCE 1011 ELEVENTH AVE GREELEY,CO 80631- NP m78-1998 AR 01-11-20011 2 1 0 80500 GW 0 0 0 200N,2990F NWNF 27 3N 65W 5 5179F 1 WEL RITCHEY EUGENE B 8 NAOMI JO ROUTE 3 BOX 58 BRIGHTON,CO 80642 FP 07-20-1964 Of. 04.05-1971 2 1 03-70.1964 000 000 GW 100000 79 7 00 NWNW 27 IN 65W 5 36479 1 WEL MOSER NORMAN RT 2 BOX 52 FT LUPTON,CO 80621 2 A 01-14-1969 0 0 GW 7000 54 9 00 SWNW 27 3N 65W S /19351 1 WEL MOSER WESLEY E 8 GRACE STAR ROUTE HUDSON,CO 80642 7 a 04-20-1954 0 0 GW 1000 40 15 00 CCESE- 27 3N 65W S 37832M 1 WEL METRO WASTEWATER RECLAMATION 01ST 6450 YORK ST DENVER CO 80229 NP 09.07-1990 CA 02-07-1991 2 0 M 11-08-1990 000 0 GW 000 9 0 15660F 'SFS5 27 3N 65W 5 138508 1 WEL RTTCHEY EUGENE B RT 3 BOX 58 BRIGHTON,CO 80601 GA 01-041985 CA 01.25-1965 2 69 0 0 GW 2000 A0 0 21905100W NWSW 27 3N 65W S 138509 1 WEL RITCHEY EUGENE B RT 3 BOX 58 BRIGHTON,CO 80601 NP 09-19-1984 IN 7 89 12-01-1920 0 0 GW 1300 380 152 26905300W NWSW 27 3N 65W 9 14373RR 1 WEL RITCHEY EUGENE B 8 NAOMI JO RT 3 BOX 58 BRIGHTON,CO 80601 FP 02-25-1968 06 04-115-1971 1 1 03-15.1968 000 000 GW 120000 81 12 135051300W NWSW 27 3N 65W S 14373R 1 WEL RITCHEY EUGENE B 8 NAOMI JO RT 3 BOX 58 BRIGHTON,CO 60601 NP 04-21-1960 OC 04-05-1971 2 1 01-01-1947 0.00 0.00 OW 1800.00 72 12 0.0 NWSW 27 3N 65W S ^ REPORT DAZE ' .' COLORADO WELLS,APPLICATIONS-4,ND PERMITS PAGE 1 Mon Oct 30 09:13:04 CST 2000 COLORADO DIVISION OF WATER K ;OUCES PERMIT D CTY OWNER INFORMATION ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P ^I1 OATF /:0 DATF WO Mn DR IISF DATF APR IRR AOFR VIFI O DPTH I FV OOORD OTRS SFr SHP RNG ./ 1 WEL MOSER NORMAN STAR RT BOX 105O HUDSON,CO 80642 7 a 01-20-1970 0 100 GW 1500 349 176 400N 9:92E NENE 26 3N 55W S 24545MH 1 WEL METRO WASTEWATER RECLAMATION DIST 6450 YORK ST DENVER,CO 80229 MH 09-28-1994 7 O M 000 0 GW 000 18 0 0.0 NWN;W 78 3N 65W S > 3411F 1 WEL MOSER NORMAN RT 2 BOX 52 FT LUPTON,CO 80621 FP 01-04.1967 OF 02-10-1977 7 1 0%054962 000 000 OW 100000 74 4 400N7590E WNW 26 3N 65W S 223067 1 WEL FLOWERS HERBERT P O BOX 21484 DENVER,CO 80221- NP 17-064999 AR 01.10-0000 1 A I 0 0 KLF 0 0 0 15003.1300W NESE 28 3N 8.5V7 S 223066 1 WEL DYBING RICK P O BOX 322 BERTHOUD,CO 80513- NP 12-08-1999 AR 01-10-2000 1 8 L 0 0 KLF 15.00 440 245 375S.865E SESE 26 3N 65W S r t^ re%REPORT DATE COLORADO WELLS,APPLICATIONSaAND PERMITS PAGE I Mon Oct 30 09:13:26 CST 2000 COLORADO DIVISION OF WATER F ;OUCES PERMIT D CTY OWNER INFORMATION ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P _ fl GATE nn DATE WO Mn no NSF OATF APR IRR AOFR VIFI O norm I FV nnn n CTRS SFr SHP RNG M. r` 1 WEL MOSER JOHN R 12623 WELD CNTY RD 43 HUDSON,CO 80642 NP 01-17-1995 SA 07-08-1996 2 1 06-14-1995 0 0 GW 0 74 0 40081 2590E NWNE 77 3N 65W S 44856F 1 WEL MOSER JOHN R 12623 WELD CNTY RD 43 HUDSON,CO 80642 NP 01-17-1995 SA 07-08-1996 2 1 06-14-1995 0 0 SW 0 75 0 200N 2590E NWNE 27 3N 65W S 15264AD 1 WEL WES MOSER B SONS INC%KIM LAWRENCE 1011 ELEVENTH AVE GREELEY,CO 80631 on 06-78-1998 2 1 0 0 SW 0 0 0 200N2590F NWNE 77 3N 65W 5 6600F 1 WEL MOSER NORMAN RT 2 BOX 52 FT LUPTON,CO 80621 FP 12-75-1964 D0 02-10-1977 2 1 09-01-1964 000 0,00 GW 120000 75 70 200N 2590E NWNE 77 3N 65W S 53425F 1 WEL WES MOSER 8 SONS INC C/O KIM LAWRENCE 1011 ELEVENTH AVE GREELEY,CO 80631- NP 06-78-1998 AR 01-11.2000 2 1 0 80500 GW 0 0 0 200N.7590F NWNE 27 3N 65W S 5179F 1 WEL RITCHEY EUGENE B 8 NAOMI JO ROUTE 3 BOX 5B BRIGHTON,CO 80642 FP 07-70'I984 Or 04-041971 2 1 03-70-1964 000 0,00 GW 100000 79 7 00 NWNW 77 1N 65W S 36479 1 WEL MOSER NORMAN RT 2 BOX 52 FT LUPTON,CO 80621 2 9 01-14-1969 0 0 GW 2000 54 9 00 SWNW 27 3N 65W S 19351 1 WEL MOSER WESLEY E 8 GRACE STAR ROUTE HUDSON,CO 80642 2 8 04-70-1964 0 0 SW 1000 40 15 00 / 55-5;N‘ 77 3N 65W S 37832M 1 WEL METRO WASTEWATER RECLAMATION DIST 6450 YORK ST DENVER,CO 80229 NP 00.07-1990 SA 02-07-1991 2 0 M 1t-0B-1990 000 0 GW 000 9 0 156605 SERF 27 3N 65W S 138508 1 WEL RITCHEY EUGENE RT 3 BOX 58 BRIGHTON.CO 80601 CA 01-09-1965 CA 01,25-1965 7 89 0 0 SW 2000 80 0 28905300W NWSW 77 3N 65W S 138509 1 WEL RITCHEY EUGENE RT 3 BOX 58 BRIGHTON,CO 80601 NP 0&1&19114 PI 2 A9 17-01-1920 0 0 SW 1100 380 152 28905300W NWSW 77 3N 65W 5 14373RR 1 WEL RITCHEY EUGENE B 8 NAOMI JO RT 3 BOX 58 BRIGHTON,CO 80601 FP 07-241986 00: 04-041971 1 1 0%15-1968 000 000_ GW 120000 St 12 135051100W NWSW 27 3N 65W 5 14373R 1 WEL RITCHEY EUGENE B 8 NAOMI JO RT 3 BOX 58 BRIGHTON,CO 80601 NP 04-21-1960 OC 04-05-1971 2 1 01-01-1947 0.00 0.00 GW 1900.00 72 12 0.0 NWSW 27 3N 65W S ^ REPORT DATE reS1/4 COLORADO WELLS,APPLICATIONS-jND PERMITS PAGE 1 Mon Oct 30 09:13:04 CST 2000 COLORADO DIVISION OF WATER 1 SOUCES PERMIT D CTY OWNER INFORMATION ACTIVITY STATUS 1ST USED ANN AREA GEOL WELL WELL WTR SEC LOC TWN P 11 nATF CO OATF WD Mn DR 11SF f1ATF APR IRR AOFR YIFI O OPTR IFV COORO OTRS RFC SHP RNG U, 1 WEL MOSER NORMAN STAR RT BOX 105C HUDSON,CO 80842 2 A 01-90-1970 0 100 CW 1500 345 196 400N 400E NFNF 96 3N 65W S 24545MH 1 WEL METRO WASTEWATER RECLAMATION DIST 6450 YORK ST DENVER CO 80229 MR 0R-26-1594 7 O M 000 0 GW 000 16 0 00 NWNW 26 3N 65W S 7 3411E 1 WEL MOSER NORMAN RT 2 BOX 52 FT LUPTON,CO 80621 FP 01-04-1RR9 OC 09-10-1572 7 1 ni-051962 Ono 000 GW 100000 74 4 400N 2590E NWNW 26_ 3N 65W S 223087 1 WEL FLOWERS HERBERT P 0 BOX 21484 DENVER,CO 80221- NP 12-0R-1999 AR 01-10-9000 1 B I 0 0 KIF 0 0 0 150081300W NFSF 28 3N 65W S 223066 1 WEL DYBING RICK P 0 BOX 322 BERTHOUD,CO 80513- NP 12-08-1999 AR 01-10-2000 1 B L 0 0 KLF 15.00 440 245 3755.885E SESE 28 3N 65W S -`-.'- s ,M4MAUy UIvIJIUIY yr vvn I CR rwauunucJ ' -Th1S BOHM MUST BE SUBMITTED PRIOR TO - 101 Columbine Bldg., 1845 Sherman'' - THE EXPIRATION OF THE Denver, Colorado 80203 PERMIT. t1PE OR PRINT IN BLACK INK. __STATEMENT OF BENEFICIAL USE OF GROUND WATER 1L r X AMENDMENT OF EXISTING RECORD / PERMIT NUMBER 311 It F _ ____.. STATE OF COLORADO COUNTY OF 0 r- nrvF SS. THE AFFIANT(S) No N IK A Al No S EfS whose address is n r 0,7 SQ _,,-T I.-.fq pro A 00 I-O gob j being duly sworn upon oath, deposes and says that he (they) is (are) the owner(s) of the well described hereon; the well located in the //L, 3/4, of the `V E 1/4 of Section '3 7 , Township 3 Jy (N. or S.) Range_ (S I'V ' , 6 P.M. at distances of_l#0O feet from the__t section lir (E. or W.) (North or South) and e1S90 feet from the S section line; the total depth of the well is 741 _feet; water from this we (East or West) was first applied to a beneficial use for the purpose(s) described herein on the r- day of MA(a Cl , 19-6; the maximum sustained pumping rate of the well isi_gDO__gallons per minute, the pumping rate claimed hereby is /00 0— (..." Ions perm er minute; the average r annual amount of water to be diverted is_Q'0 acre-feet; for which claim is heret made for—l /7' it / ' k /T/o h purpose(s); the legal description��of//the land on which the wate /t/from this well is to be used is � � y _ (1{j'3 id, T 3, ? ` v I which totals /6a acres and which is illustrated on the map on the reverse side of this form; that this well was complete in compliance with the permit approved therefor; this statement of beneficial use of ground water is filed in compliance wit law; he (they) has (have) read the statements made hereon; knows the content thereof; and that the same are true of hi (their) knowledge. F Signature(s) �d-t_1_r•"-en 44-00 ? SFr 9/ ycr:CrP( FOR OFFICE USE ONLY Subscribed and sworn to before me on this !G day of �..a. 19_ , Prior, Date —, 19— My Commission expires: My Commiuion expires Apr. 8, 197'1___ Well Use -- (Seal) -. 1A, 14, 1/4, Sec. ,J Notary Publiic , ACCEPTED FOR FILING IN THE OFFICE OF THE STATE ENGINEER OF T. _ , R. COLORADO ON THIS /D DAY OF ;2,Z.r oh , 19nr/ Yield J W.D._/ — y ..a o _� e + Co. ‘42. 4 1 STATE ENGINEER Index —• H COPY FOR DIVISION. F WATER RESOURCES - PINK COPY FOR WELL OWNER 00Th EM THE LOCATION OF THE WELL MUST BE SHOWN AND THE AREA ON ..rfICH THE WATER IS USED MUST BE SHADED OR CROSS-HATCHED ON THE DIAGRAM BELOW. This diagram represents nine (9) sections. Use the CENTER SQUARE (one section) to indicate the location of the well, if possible. ill 1 Mile IP , - , I I I - + - + - + - + - + - + I I I 1 I I + - + - + - + - + - + - NORTH SECTION LINE I I - I I w r4 NORTH - + — + q_ + - + - - N o 0 L I I U I .- izi co SOUTH SECTION LINE I I - -I- - + - + - + - + - + - I I I i I I - + - + - + - + - + - + - I I I I I I THE SCALE OF THE DIAGRAM IS TWO INCHES EQUALS ONE-MILE • Meter Serial No. ❑ Flow Meter ❑ Electric Meter ❑ Fuel Meter Owner of land on which water is being used WATER EQUIVALENTS TABLE (Rounded Figures) n acre-foot covers 1 acre of land 1 foot deep. ^ubic foot per second (cfs) . . . 449 gallons per minute (gpm). - cre-foot . . . 43,560 cubic feet . . . 325,900 gallons. '0 gpm pumped continuously for one day produces 4.42 acre-feet. 'pm pumped continuously for one year produces 160 acre-feet. . te,,,,2 8 1962 uN 11 1962 em } r_= '.l" ., 'i t� Form E Rev. STATE OF COLORADO 9-57 DIVISION OF WATER RESOURCES MAY 211962 Index No. -9B12___ ✓ OFFICE OF THE STATE ENGINEER G(\QL;; l� S s II lo fl .J ___ " GROUND WATER SECTION pQ gists _.a LOG AND HISTORY OF WELL l�l�'1EEt{ Gads Typed PERMIT NO. 3411 F Lic. Drilled by Cummins ;deli rlorksNo. 73 WELL LOCATION i, Z ?pill_ in/ — lD JOwner 3ea>1_i. . Bros . 7teld County JAddress 2122 Lawrence St. Denver, Colo NW u of NW *of Sect. 26 Tenant Twp. 3 N , Rge. 65W , 6 PM /Used for Irrigation LOCATE WELL ACCURATELY IN THE SMALL SQUARES REP- on or by :LP , 1771-, Sec 26, T 3N, R 65W PRESENTING 40 ACRES (description of site or land) Date Started March 5 . . , :19 62 N ) i i Date Completed March 5 , 19 62s/ (X I I Date Tested April 18 , 19 62 - - I /Yield 1000 gpm cfs W I E I Pump type Turbine Outlet Size 8" I 1 I I r ' Driven by 75 HP @ RPM 1760 I I I I V Depth to Water 4 Ft. Draw down 25 Ft. 1 Depth to Inlet 50 Ft.; Bowl 40 Ft. S Size and Kind of Casing: If the above is not applicable 18" 12 ga fill in: From 0 to 74 TypeGaly. Wt• 26.4. From to Type Wt. Town or Subdivision From to Type Wt. Street Address or Lot & Block Perforations: Size and Type From 56 to 74 Type slot Size 1/8" Ground elevation (if known) From to Type Size How Drilled: From to Type Size Reverse Rotary Well description: Total Depth 74 V Ft. REMARKS (from 0 to 74 ft. 42 in. Hole ( Cementing, Packing, Type of (from to in. Shut-off, Depth to Shut-off, etc. Diam.( PUT LOG OF WELL ON RE- (from to , in. VERSE SIDE TO BE MADE OUT IN QUADRUPLICATE: Original Blue and Duplicate Green to State Engineer's Office. White cony to Owner. and Yellow cony to Driller n LOG OF WELL (ADD SPACES AS NEEDED) From 0 ft. to 12 ft, Sandy soil . 12 ft. to 29 ft. Tough clay . •, 29 ft. to 32 ft. Gravel . 32 ft. to 34 . ft. Clay 34 ft. to 39 ft. Gravel 39 42 Clay 42 48 Fine'. sand - 43 60 Gravel 60 74 Big rock and coarse gravel 74 ft. Shale • Depth of well 74 ft. . ) ) ) (� ft�,rip (�� T 7rm C(Rev. ) STATE OF COLORADO E D E (� i I 7-58/5M APPLICATION FOR USE OF GROUND WATER ' ` ' 1962 (Use Indelible Pencil or Typewriter) GROUND WAItR ;.,L.:I. Applicant zeppe> i n Rrna . LOCATION OF WELL C'!no,''?g County Weld STATE EhGiNLU P. O. Address 2122-T, yfrenna st nenver, Colo . 1 Quantity applied for 12000 gpm or NW Os NW J. Sect. 26 Twp• 3 /{e AF Storage Rge. 65W, 6 P.M. OR Used for IrriRation Purposes ) on/at Win, NWl. Sec 26 T 3, Rge 65 Street Address or Lot & Block No. (legal description of land site) Town or Subdivision Total acreage irrigated and other rts. ESTIMATED DATA OF WELL N Hole size: 42 in.to 75 ft. ' i 1 X in.to ft. I Casing Plain 18 in. from 0 to 57 ft. - -- . Locate in. from to ft. I well in Perf. 18 in. from 57 to_ 75 ft. I 40 acre _in. from to ft. W I E (small) PUMP Unknown Outlet I square DATA: Type . HP . Size I as near _ - - --r ___ _ _— �- --^ as possible. Use initiation date tin ri 1 19 62 . I (Use Supplemental pages for additional data) t S $25. 00 fee required for Industrial, THIS APPLICATION APPROVED Commercial or Irrigation uses. 3411-F NO. Applicant Zeppelin Bros . 4 1962 Agent or DATE JAN 19 DrillexCummins Well Works No. 73 _ o Address121-13th St . Greeley, Colo . ''C NOTE —SATISFACTORY COMPLETION REQUIRED FOR APPROVAL OF APPLICATION n eTh WIW-16 COLORADO DIVISION OF WATER RESOURCES 300 Columbine Bldg., 1845 Sherman St., Denver, Colorado 80203 RECEIVED r PERMIT APPLICATION FORM G11YL Application must nt�q17 be complete where I I A PERMIT TO USE GROUND WATER NOV 17 2 3 applicable. Type or ( I A PERMIT TO CONSTRUCT A WELL e.y,,,' WATER print in BLACK FOR: ( )A PERMIT TO INSTALL A PUMP WA INK No overstrikes COLS or erasures unless ( I REPLACEMENT FOR NO. 38684 initialed. ( I OTHER WATER COURT CASE NO • L/11) APPLICANT• mailing address FOR OFFICE USE S ONLY: DO NOT WRITE IN THIS COLUMNei, NAME Noma Moser Receipt No. / -S`+`7S / Star Route —,flax 71O5 — C STREET Basin Dist. CITY •Iluds5uSas.._..SQ642. F' C w;ate) (Zip) CONDITIONS OF APPROVAL TELEPHONE NO. 536.4648 This well shall be used in such a way as to cause no material injury to existing water rights. The (2) LOCATION OF PROPOSED WELL issuance of the permit does not assure the applicant that no 'injury will occur to another vested water right or preclude another owner of a vested water County Weld right from seeking relief in a civil court action. NE X of the NE ''4,Section 26 N , Finch. 65 APPROVED AS A REPLACEMENT OF WELL NO.38684- . Twp.. _[1 . 6 P.M. THE DUSTING WELL MUST BE PLUGGED AND ABANDONED (N,S) (EN ACCORDING TO THE REVISED AND AMENDED RULES AND n (3) WATER use-AND WELLOATA REGULATIONS FOR WATER WELLAN:a PUMP INSTALLATION - CONTRACTORS. THE.ENCLOSED AFFIDAVIT MUST BE Proposed maximum pumping rate(gpn) 25 SUBMITTED WITHIN SIXTY(60)DAYS AFTER THE CONSTRUCTION OE THE HEW WELL,AFFIRMING THAT Average annual amount of ground water WELL NO.23 Ffrn /I+ WAS PLUGGED AND ABANDONED: to be appropriated (acre-feet): 2 1O IINumber of acres to be irrigated: Less than one Proposed total depth.(feet): 35O r Aquifer ground water is to be obtained from: Uremia shale at d sandstone • Owner's well designation . GROUND WATER TO BE USED FOR: ( )HOUSEHOLD USE ONLY• no irrigation (0) tat I DOMESTIC (1) ( I INDUSTRIAL (5) 1 ) LIVESTOCK (2) ( ) IRRIGATION (6) • ( ) COMMERCIAL (4) ( ) MUNICIPAL (8) ( 1 OTHER (9) APPLICATION APPROVED DETAIL THE USE ON BACK IN (11) ? G �i`, /A� PERMIT NUMBER 3(5'4 d 14) DRILLER LEAH DRILLING, INC. DATE ISSUED NOV 26 Name EXPIRA3aflt4, sox 55Street City F`ult, Ccl , 80610 ( TA E EN N 834-2868 (State)� (zip) BY Telephone No. Lic.No. 1.O. / '•02 COUNTY (^.? WELL ABANDONMENT AFFIDAVIT* STATE OF COLORADO ) RECENED ss. 1� L COUNTY OF Weld ) 11 I (we) Norman Moser ,being sR2 wmtsfirst duly sworn upon oath, despose and say: OAM That an old well , located in the NE 1/4 of the NE 1/4, Section 26 , Township 3 N , Range 65 U , 6 P.M., was replaced for the following reason(s) : That the old well, which was replaced by a new well drilled under permit number 38684-A , was plugged and abandoned according to the rules and regulations of the State Board of Examiners of Water Well and Pump Installation Contractors by LESH DRILLING INC. (person(s) or company) on 11 - 30 - , 1976 That the old well was plugged with the following materials placed at the indicated intervals : Neat Cement from 340 feet to Surface feet from feet to feet Signature of affiant(s))( '(4 'i_4- �ri.v` ayfp.o..? Subscribed and sworn to before me this //?-4day of J/ y , 19 77 My Commission expires : / /� �r��r� � /992 Notary ublic *It is the owner's responsibility pursuant to the conditions of approval to see that the affidavit is returned. GU-9-75 •WRJ-25-75 . $ A y,/ • LORADO DIVISION OF WATER RESOURCES YPE OR 300 Columbine Bldg., r". IINT IN BLACK INK. q•, 1845 Sherman St. )PY OF ACCEPTED Denver, Colorado 80203 STATEMENT MAILED rr1 ON REQUEST. STATE OF COLORADO AFFIDAVIT )} SS. COUNTY OF ) wi12r71 _,X STATEMENT OF BENEFICIAL USE OF GROUND WATER Wp7ER0yaa AMENDMENT OF EXISTING RECORD - LATE REGISTRATION PERMIT NUMBER 32 P41 LOCATION OF WELL THE AFFIANT(S) IVOR/H/AM Al os eA' County , 4oc Ld _ _^ whose mailing p address is d�/FR In , /�eX i sc. ArE 1/,of the ME X, Section d 6 City /.lad8o 'r1 CoLe,t9-Lo tOG42- Two. 3 __fr__ • Rng. as Co 4 P.M r (WO IN OR SI ET OS W1' being duly sworn upon oath, deposes and says that he (they) is (are) the owner(s) of the well described hereon, the well is located as described above, at distances of /,100 feet from the Ira iflt section line and ttoe feet from the IMon.n on owns, En-s4- section line; water from this well was first applied to a beneficial use for the purpose(s) described herein on thaan IY•ev on W[R.t day of jet vtmbe_n , 19-.2e.e.; the maximum sustained pumping rate of the well is _/gallons per minute, the pumping „w, "-id ""te claimed hereby is - /5 gallons per minute; the total depth of the well is iiin feet the average annual amount of water to be diverted is a2 acre-feet; for which claim is hereby made for O0/HZ S 1-1C.. purpose(s); the legal description of the land on which the water from this well is used is )rE74L 0ievbe. & E//y, Se..-tionr a6, flit in 45G0 of which Less tM.4q- Oft. acres are irrigated and which is illustrated on the map on the reverse side of this form; that this well was completed in compliance with the permit approved therefor; this statement of beneficial use of ground water is filed in compliance with law; he (they) has (have) read the statements made hereon; knows the content thereof; and that the same are true of his (their) knowledge. (COMPLETE REVERSE SIDE OF THIS FORM) )( Signature(s) 4&4-. n✓ L ___c_, Subscribed and sworn FOR OFFICE USE ONLY to bet re me on this /d'5 day of %At/ y , 19,21 Al Yt / Court Care Na. My Commission expires: /lc� 6- itt `-�77/� e e Prior Mo. Day__ Yr./�eLeee ,1e t1h- ,4141 -e-+^emeryy Div. _Cty. �Z ACCEPTED FOR FILING BY THE STATE ENGINEER'OF COLORADO PURSUANT TO THE FOLLOWING CONDITIONS: Sec.__ i4. _ 'A. r. Well U..._l__- Dist. Qd! Basin Mon. Dis. DATE STATE ENGINEER BY r ^; WELL LOG WELL DATA From To Type of Material Water Rotary • Loc. Type Drilling 0 17 Sand 1t ' 21 . 01eiy HOLE DIAMETER; 21 26 Sand g 0 21s3 26 34 Clay I IV„ in. from ft. to ft. 34 36 Cap rock 14 7/8 in. from 243 ft. to 350 ft. 36 47 • Clay . 47 48 Coal in. from ft. to ft. 48 54 Shale CASING RECORD 54 56. Coal Plain Casing 56 80 Shale 80 82 pap rock Size t, kinIteel from 0 ft. to 2143 ft. 82 90 Shale • . 90 92 Coal , Size_„ kind. from ft. to ft. 92 110 Sandstone 110 114 coal Size—, I n from ft. 10 ft. 114 117 Shale �r 117 118 Cap rock Perforated Casing 118 122 Sandstone None 122 123 Cap rock Size_, kind from ft. to ft. 123 130 Shale 130 131 Cap rook Size_, kind from ft. to ft. 131 175 Shale 175 176 Cap rock . Size—, kind from ft. to ft. 176 200 Shale 200 200} Cap rock GROUTING RECORD 2001 210 Sandstone Material 'Cement 210 211 Cap rock 7,- 250 Shale Intervals; 9 "*- 243 2.. 251 Cap rock Placement Method pumped 251 331 Sandstone x 331 332 Cap rock GRAVEL PACK RECORD 332 340 Sandstone I 3140 350 ,shale • Size None Interval TEST DATA Date Tested January 23, 1970 Type of Pump Bailed Length of Test One hour Constant Yield 25 GPM Drawdown to 130 ft. WELL DRILLERS STATEMENT . The undersigned, being duly sworn, deposes and says: he is,the•driller of the well hereon described; he has read the statement made hereon; knows the content'Tliere6f. and the same is true of his own knowledge,:.Cummins Well Works Use additional paper if necessary to complete log. V P ( to of Colorado, County of ) ss License No. 73 Subscribed and sworn to before me this day of . 19 My Commission expires , 19 . Notary Public AWL t 4 1910 r^. i'1 WRJ-S-as STATE OF-.COLORADO ;': 1dewNo ' al 3/. DIVISION OE:y4ATEnRESOURCES : : ' (,''i: • ll)WD OFFICE OF THE-STATE ENGINEER - - � Use � MAYg `7970 Registered MAP AND STATEMENT FOR WATER WELL FILING :.-;; - SEC PERMIT:NUMBER 3868h STATE OF COLORADO ► WELL LOCATION /_?j SS JU COUNTY OF ) Weld Count Know_ tf all men by i'ese presents: That the undersigned NE '/. of NE /.,'sec: 26 6 NOf'blan'Meer T, 3N R, 65w` P.M claimant(s), whose address is Rtr a 2;'Hox 52 , INDICATE WELL LOCA'TIONONtIAGRAM City Fort Lnptrat, -Co'lorilde 8b621 , states: NORTH ' : '- I Claimant(s) is (are) the ovvher(e) of the welyde"scribed hereon; the j l`• :3' I total number of acres of land irrigated from this well is • ' ----r --- +---T`--- ''I work was commenced on this well by actual construction 20th I day of dattaan 19 .:70i I the yield from said,well is. 25 (Pm), for j— if _,....,....L____ it 1 I '0..r which claim is hereby made for Domeatl'`" purposes; ) } ..... Y. SOUTH{ - that the average annual amount of water to be diverted Is acre-feet and that the aforementioned WELL SHALL BE LOCATED-WJTH:REFERENCEIO GOVERNMENT SURVEY CORNERS iOR MONUMENTS; statements are made and this map and statement are filed in OR SECTION LINES BY DISTANCE AND BEARING. compliance with the law. ft. from section line. eF (North or South) X ' "Clatmant(s) ft. from section line. Subscribed before me dh9'thiis S' day of (East or West) 19 Ground Water Basin '. My commission expires •' Water Management District Notary Public' WELL DATA Domestic wells may be located by the following: Date Completed "Salle 22, 1970 LOT , BLOCK Static Water Level 115 ft. SUBDIVISION foie`issair,`' ' .,:.350 ft. FILING # , ACCEPTED FOR FILING IN THE OFFICE OF THE STATE ENGINEER OF COLORADO ON THIS DAY OF , 19 State Engineer FORM TO BE MADE OUT IN QUADRUPLICATE: WHITE FORM MUST BE AN ORIGINAL COPY ON BOTH SIDES AND SIGNED. WHITE copy & GREEN copy must be filed with the State Engineer within 30 days after well is completed: PINK copy is for the Owner & YELLOW copy is for the Driller, Well Permll 3888f - RectlpC 9C8p0B5 26 NE N Receipt 19!1)511111111111111IIII.IIIIIIIIN =-mtn° UJi Hill 11111 1111111111 11111111 wrmiteuf (liii 1111(1 liii 1111111111111 -999 PerMitrPi 111111 111111 11111. lI1tl1IIl 111! gw—ccntrciler—num 1.116141161101111111111111-11111 I�IW�I��IWIA Page Number: 39204 MC n rs, WR126.72 ,/�, ljJ /` • - COLORADO DIVISION OF WATER RESOURCES RECEIVED THIS FORM MUST RE.SLIIM(TTED C • 300 Columbine Bldg., 184$;Sherman St. 01 WITHIN SO DAYS OF COMPLETION 1l✓J Denver, Colorado 90203 • .• IF THE WORKbESCRIBEpnERE '77 r1N.TYPE OR PRINT IN B'CYt6K '' WELL COMPLETION AND PUMP INSTALLATION'REPORT'. • .r 4 NK. PERMIT NUMBER '38684-A WM acoC:.“CES STATE ENGINEER WELL OWNER Norman Moser N'1; Y.of the NE 'k of Sec. Star rare.-• Box 105-C ADDRESS Rodson. ,CO 80642 ! T. 3 N - , :R 65 Tr 6 Pis DATE COMPLETED' 1t - 30 - , 1976 HOLE DIAMETER WELL LOG 7 7�8'fn,from 0 to 345 ft. . ,. Water • From To ,Type and Color of Mateflai Los. - in.from . "to ft. 0 20 -.Sandy :Clay & Sand in,from to .. ft. 20 22 <BrOkn Sand,Stone DRILLING METHOD Standard Rotary 22 37 . Yeirlosi Clay CASING RECORD: Plain Casing 37 38 hock 38 45 Brotrn :Cloy Size & kind * Plastic from 0 to 285 ft 45 47 Soft Clay . 47 53 Blue Shale Size &kind from to ft 53 58 Shaley Coal 58 . 69 Blue Shale Size &kind from to ft 69 70 Rock I70 85 Blue Shale Perforated Casing 85 88 Coal 88 105 Shale & thin Coal strecks Size 5 & kinds Plastic from 285 to 345 ft r"' , 105 122 Coal & Shale strecks 122 155 Blue Shale Size & kind from to ft 155 156 Hard Ledge. : . 156 160 Shale ec 'Sand Stone 'strecks Size & kind from to ft. 160 203 Shale 203 2.20 Light Sand. Stone GROUTING RECORD 22.0 230 Shale Material Cement 230 230? Hard Ledge 230? 233 Coal 233 255 Shale Intervals_ 5' - 235' ?55 340 Soft Sand Stone 340 345 Shale Placement Method Pumped GRAVEL PACK: Size 1/8x1/4 Interval 235' - 34:5' TEST DATA Date Tested 11`',.: 30 , 19 1& Static Water-Level P.rior'to Test 126 ft. Type of Test Pump Bailer Length of Test 4 - : 2,Hrs•. , tSuttainedYield (Metered) 15 G.P.hl. TOTAL DEPTH 345' Use additional pages necessary to complete log. Final.Pumping-WatetlLevel .180' PUMP INSTALLATION REF.jRT . • . kt 4 t+• Pump Make Unknown • I '. . d ��S ale Cummins Well Works to install - • zNCED y '� ` — Powered„,y, HP - H. .ry Is •a Pump Serial No. .. . • ; ` WATER Motor Serial No. us w TABLE H Date Installed • • , • j �J .+ W Pump Intake Depth a Remarks - - -- - - - - - 4° -% - - _ _ ,E: , ; ' . a 2 p R . • `. g i• Ti ; WELL TEST DATA WITH PERMANENT PUMP a 0 1g F • ,1 Date Tested _ s •' -,' CONE.OF M . a �;; , _DEPRESSION Static Water Level Prior to Test F 1 _ •ngth of Test Hours • 1 t b....tained yield (Metered) GPM A _ Pumping Water Level • 1 ""'• - , •. Remarks l F.. r • CONTRACTORS STATEMENT The undersigned, being duly sworn upon oath,deposes and says that he is the contractor of the well or pump installation described • tha as read the statement made hereon; knows the content • thereof,and the f wit k wl ge. Sighatu l License No. 21 State of Colorado, County of /v��..v.Yit—• SS Subscribed and Sworn to before me this4_. _ day of °C., , 19, 4. !s` My,Commissibn expires: My commission expires July NI 980 Notary Pdblid (O .r.� -i-i tern • FORM TO BE MADE OUT IN QUADRUPLICATE: WHITE FORM must be an original copy on both sides and signed. WHITE AND GREEN copies must be filed with the State Engineer.PINK COPY is for the Owner and YELLOW COPY is for the Driller. • i PUMP INSTALLATION H ORT ^ k'' a f. it Pump Make Reda II; onti :e YP Submers. �s :.:71.61.!` ...-•:-.... . e r r �\ . A A s: ; Powered,by Elects HP ?- Pump Serial No. 4,, . • t ;t:, ' -...8 WATER Motor Serial No. W TABLE W Y>. us Date Installed November 30, 1976 -t .ca a ili Pump Intake Depth 265 ft. .' _ _ __ _ _ _ __ - _ "-7 r _ - --- Vii. Remarks _ k w e • r-` vi I Z a G Y t` F5.4: i s Y S g WELL TEST DATA WITH PERMANENT PUMP N a G N Date Tested November 30, 1976al t ! cONE. Of Static Water Level Prior to Test 120 ft. F a DEPRESSION ngth of Test One Hours _.stained yield (Metered) i5 GPM • Pumping Water Level 2)40 ft. Remarks tii, V ..f: o CONTRACTORS STATEMENT The undersigned, being duly sworn upon oath,deposes and says that he is the contractor of the well or pump installation described hereon; that he has read the statement made hereon; knows the content thereof, and that the se i true f his own k o dge.Signature J License No. wf� [/ State of Colorado, County of l SS Subscribed and sworn to before me this / .(/ day.of j`�1'Fee , 19 77 /1 My Commission Aires: . , 19 2 Notary Public o -�- FORM TO BE E OUT IN QUADRUPLICATE: WHITE FORM must h an original copy on both sides end signed. WHITE AND GREEN copies must be filed with the State Engineer.PINK COPY is for the Owner and YELLOW COPY is for the Driller. reN n Wel l drilled by Le-Z /4 DIP/ t. L ,ka Lic. No. c2 / _ Permanent Pump installed by C'. a Per a.rier S We/f Cne,pk Lie. No. 978 Meter Serial No. O Flow Meter Date Installed Owner of land on which water is being used Arogi-in At M/ nail, THE LOCATION OF THE WELL MUST BE SHOWN AND FOR LARGE CAPACITY IRRIGATION WELLS THE AREA ON WHICH THE WATER IS USED MUST BE SHADED OR CROSS-HATCHED ON THE DIAGRAM BELOW. This diagram represents nine (9) sections. Use the CENTER SQUARE (one section) tolndicate the location of the well, if possible. I I I I I I — + — + — -I- — + — + — + — I I I I I I - + — + — -I. — + — + — + - I I - NORTH SECTION LIME I I NORTH le X — f r -- + - + 1_ _._ z + - + avik N J m Z n o ,. I 1 w I z w 2 r La — + _ + m- ( + - + - r w SOUTH SECIION LIME I I — -I- — + — + — + + — + - -I I I I I i THE SCALE OF THE DIAGRAM IS TWO INCHES E DUALS ONE-MIL E - + - + - -I- - ± - + - + - i i ---11 M i l e - I I WATER EQUIVALENTS TABLE (Rounded Figures) An acre-foot covers 1 acre of land 1 foot deep. 1 cubic foot per second (cfs) . . . 449 gallons per minute (gpm). 1 acre-foot . . . 43,560 cubic feet . . . 325,900 gallons. r. 1,000 gpm pumped continuously for one day produces 4.42 acre-feet. 100 gpm pumped continuously for one year produces 160 ocre-feet. (WHITE AND PINK COPY TO BE FILED WITH THE STATE ENGINEER PINK COPY WILL BE RETURNED TO OWNER) r, THE LOCATION OF THE PROPOSED WELL SHALL BE SHOWN ON THE DIAGRAM BELOW WITH REFERENCE TO SECTION LINES OR GOVERNMENT SURVEY CORNERS OR MONUMENTS. feet from (North or South) section line • feet from (East or West) section line IF WELL IS FOR IRRIGATION, THE AREA' TO BE IRRIGATED MUST BE SHADED OR CROSS-HATCHED. This diagram. represents nine (9). sections. Use the CENTER SQUARE. (one section) to indicate the location of the well . I i I. I • rb‘ I I I X , I - + - + - - + - + - N I I (, I I d 5 - + - + - + - + - + - + - I I I I I I - + • - + - + - + - + - + r'.\ THE SCALE OF THE DIAGRAM IS TWO INCHES EQUALS ONE-MILE n e's. . -WRJ-5-68 STATE OF COLORADO DIVISION OF WATER RESOURCES ELM r;`\;'i O ' A PERMIT TO USE GROUNDWATER � , E7 A PERMIT.TO:CONSTRUCT A WELL. JUL22 1969 ✓ APPLICATION FOR: E7 REPLACEMENT FOR NO. 400, GROUND MRSECT! At7 A PERMIT TO INSTALL A PUMP C7 OTHERIS PRINT OR TYPE LOCATION OF WELL APPLICANT Norsan.Moser COUNTY Weld Street Address Rt. 2, Box 52 NE k, NE k. sec. 26 City 6 State F$.'Lupton, Colorado 80621 T.__11________, R. 65W 6 P.M. Street or Use of ground water Domestic Lot 6 Block Owner of land on which well City or is located Norman Moser Subdivision Number of acres" to be irrigated Ground Water Basin Legal description of Water Management irrigated land District Other water rights on _________ this land LOCATE WELL ON THE BACK OF THIS SHEET Owner of irrigated land Driller Cummins Well Works No. 73 Aquifer(s) ground water is to be obtained Driller's from Gravel, Sandstone, Clay Address 121-13th St. Greeley, Colo. 80631 Storage capacity AF // OJl 2Lt L..C. moo t Signsf Applican THE FOLLOWING TWO FIGURES ARE MAXIMUMS"AND CANNOT BE EXCEEDED IN FINAL USE. CONDITIONS OF APPROVAL MAXIMUM PUMPING RATE 25 GPM AVERAGE ANNUAL AMOUNT OF GROUND WATER TO BE APPROPRIATED Acre-Feet ESTIMATED WELL DATA Anticipated start of drilling July 19 fa Anticipated start of use August 1g 69 Hole Diameter: APPLICATION APPROVED: 8 in. from 0 ft. to 150 ft. VALID FOR ONE (1) YEAR AFTER DATE ISSUED A 7/8 in. from 150 ft. to 300 ft. UNLESS EXTENDED FOR GOOD CAUSE SHOWN TO THE ISSUING AGENCY Casing; PERMIT NO. 38684 CONDITIONAL / / Plain 6" in. from 0 ft. to 150 ft. JUL 2 21969 in. from ft. to _ ft. DATE ISSUED Perf. None in. from ft. to ft. f in., from ft. to _ ft. STATE ENGI E or CHAIRMAN GROUND WATER COMMISSION ESTIMATED PUMP DATA v{f'/tw_`I_ Outlet BY Type Unknown HP Size APPLICATION MUST BE COMPLETED SATISFACTORILY BEFORE ACCEPTANCE (OVER) r• - 1 1COLORADO DIVISION OF'WATER RESOURCES TMIS FORM MUST BE.SUBMFTTED 300 Columbine Bldg., 1845 Sherman St. WITHIN 80 DAYS:QB.COMPLEYI Q� I~ THE WORJC'DESGRIBEDRERE• Denver, Colorado 80203 . . .TYPE OR PRINTIN BLACK WELL COMPLETION AND PUMPINSTALLATION REPORT _-WATER R,srrt4. A. PERMIT NUMBER 3868? -A PUMP INSTALLATION aEEa WELL OWNER Norman Moser NE M of the NE 1:of sec. 26 Star '. ADDRESS__.$'h $nx 1ft PS %damn, C _n_ T. N , R. W 6 P.M. DATE COMPLETED:_' , 19_._. HOLE DIAMETER WELL LOG In. from ' to ft. Water e-rt From To' Type and Color of Material Loc: in.from to ft. in. from to ft. DRILLING METHOD CASING RECORD: Plain Casing Size & kind from to ft. Size & kind from to ft. Size & kind. ' from to ft. , :' ` • . Perforated Casing Size & kind from to ft. Size & kind from to it Size____& kind from to ft. GROUTING RECORD, Material Intervals Placement Method GRAVEL PACK: Size Interval '-list DATA ' Date Tested , 19_ Static Water Level Prior to Test ft. Type of Test Pump Length of Test '^ $ustained'Yield.(Metered) TOTAL DEPTH Use additional pages necessary to complete log. . final Ramping Wate?.Level • (5) THE LOCATION OF THE PROPOSED WELL and the area on (6) THEWELL MUST BE LOCATED 9E'.-OW which the water will be used must be indicated on the diagram below. by distances from section lines. Use the CENTER SECTION (1 section, 640 acres)for the well location. ,.., -f. __ --I— __ + — '{— — -+ — —(— __ _f_ -- -f — + 400 ft.from sec. line (north or south) I I4.--1 MILE,5280 FEET----Sri ( 40� ft.from East sec. lind (east or west) ± + 4 + + + + + LOT BLOCK FILING s I I - i _ NORTH SECTION LINE I — + SUBDIVISION None I I 1 II (7) TRACT ON WHICH WELL WILL BE +NORTH, — 4_ _ _ — + _ _m + Owner. Same T W Z. ± No.Of acres 40 ,u . Will this be H + I i m I the only well on this tract? Yet)' t 5 I I Ei -I-- - -F W I 1 zo (8) PROPOSED CASING PROGRAM w I -- 0 C I Plain Casing • e - • z 1 A w_ _ _�. _ __ _I__ _. _m + f 8 in. from 0 ft. to 200 ft. I I I in.from ft. to ft. + - + - i SOUTH SECTION LINE — _[' — —I' Perforated Casing I I II 5_in. from 200 ft. to 350 ft. T + + .4- -I- -)' 4 -I- -I- . in.from ft,to ft. I 1 I ' I I (9) FOR REPLACEMENT WELL$givedistance — -1- — -F — -I- — -I- — -I- — -(- — -I•- — + and direction frorit'old well and plans for Qlugging it: r The scale of the diagram is 2 inches in1 mile New well to be drilled 30t Each small square represents 40 acres. south of the old existing well. WATER EQUIVALENTS TABLE (Rounded Figures) An acre•foot covers 1 acre of land 1 foot deep Old well to be abandoned as required 1 cubic foot per second Ids) ...449 gallons per minute(gpm) A family of 5 will require approximately 1 acre-foot of water per year. ' in the book of rules and regulations 1 acre-foot...43,560 cubic feet...325,900 gallons. 1.000 gpm pumped continuously for one day produces 4.42 acre-feet. (10) L.AND ON WHICH GROUND WATER WILL BE USED; Owner(s): Sane No.of acres: 40 Legal description: NE} of the NE1 of Section 26, T3N. R65W (11) DETAILED DESCRIPTION of the use of ground water: Household use and domestic wells must indicate type of disposal system to be used. Thu exinting_ nnways trnn tan ant aysrbnn to ha unlade Water to be used for Domestic purposes. (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. Type or right Used for(purpose) Description of land on which used None (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS E TO THE BEST OF HIS L KJ110WLEDGE. r GNA RE OF APPL/CANr(S) Use additional sheets of paper If more space is required. Form C Rev. . ST E OF COLORTADO 'MOANED c9-62/10 OUSE FOR: A PERMIT TO CONSTRUCT A�WELL APR 2.019¢4 Applicant Wesley E. and Grace Moser LOCATION OF 0WI,pp P.O. AddressSTATharaltat Star Rt. Hudson Colo, County Weld. Quantity applied •for 10 gpm or sr 'T≤ of__}, of sect. 27 Tyyp,S ., AF Storage �� Used for Domestic Purposes BEM 65 w;• 6 P.M. OR • Purposes on/at SE*, SE*, S 27, T 3, R 65 'v Street Address or Lot & Block No. .. (legal description of land site) ‘..-3 a o Town or Subdivision Total acreage irrigated and other rts. ,m4 c - ESTIMATED DATA OF WELL 2 N • r' Hole size: 10 in.to L0 ft. d iI ril.in.to ft. - - - Casing Plain_6 in. from_pto ft. ° - -- i - - - r - I Locate in. from to ft. at I well in Open or Perf in. from 25 to L•0 ft. m5 40 acre _in. from to ft. 'g . W E (small) PUMP Outlet a A I square DATA: Type Unknown . HP Size '� ' as near M ) as possible. Use initiation date May 1 1964 . ab �/ Large square (Use Supplemental pages for additional data) &e , S , is one section. $25.00 fee required for uses other THIS APPLICATION APPROVED than Domestic or Livestock. PERMIT NO. 19351 Applicant Wesley E. gnd Grace Moser ISSUED: Agent o DATE APR 20 1964 19 DrillerUummina Well Works No. 73 Address 121— 13th Street, Greeley) Cobo NOTE -- SATISFACTORY COMPLETION REQUIRED FOR APPROVAL OF APPLICATION r'N em Form C'9-62/10M ey. ST EA PERMIT T ELIV6® O USE GROUND WATER kg APPLICATION FOR: A PERMIT TO CONSTRUCT A WELL pp�A�PR 2.0196•P Applicant `.resley E. and Grace Moser LOCATION OF WE�I p s00() County t9eld COLORADO P.O. Address Star Rt. Hudson, Colo. County Ggialt Quantity applied ,for 10 gpm or gr GR* of *of Sect, N, AF Storage 27 3 Used for ' Domestic Purposes Rge._15_,' 6 P.M. OR Purposes 0 on/at SE%, SEE, 5 27, T 3, It 65 m Street Address or Lot & Block No. .. (legal description of land site) -3 y,o Town or Subdivision Total acreage irrigated and other rts. m q ESTIMATED DATA OF WELL c N r' Hole size: JO in.to 1,,Q ft. d 1 in.to ft. dt(li i o , Casing Plaines in. froms_to ,ft. rim ` - - ,- - -' , Locate in. from to ft. �' I I well in Open or Pert 6 in. from 25 to 21.0 ft. mi I 40 acre _in, from to ft. ' m w i ^ :E (small) PUMP filet '1 I square DATA: Type Unknown .HP Se iz 0'° as near 'So ' - -�' ; - ' j as possible. Use initiation date May 1 1964 tc / Large square (Use Supplemental pages for additional) as , ' is one section. rzt. S $25.00 fee required for uses other THIS APPLICATION APPROVED than Domestic or Livestock. PERMIT NO. 19351 Applicant Slesley E. ;,;nd Gra ere Moser ISSUED: Agent o DATE APR 201964• 19 Driller;ummins Well Works No. 73 Address 121— 13th Street, Greeley) Colo NOTE --• SATISFACTORY COMPLETION REQUIRED FOR APPROVAL OF APPLICATION n • t1.. y. '. ': {•• :< a`-3:1'? .;8f4'^^'+ f}::'' :;�. ;,+� . ' ::e ;•'i .(�.`.G,,,+5`Yyr,: _ ,G-•1�. .. 5. it: 'L. • ..1....� .WELL LOG Ground Elevation _ _• ___(if known) How Drilled Rot8 7 SiFR0M • • Feet FEET (sueh REMARKS ementing, • g s°A ` 4 . TYPE OF MATERIAL Packing, Shut off,etc.? 15 R E.b. 9 4, so 0 15 Top Soil ' • 15 4,0 ,._ ._ Sand and gravel Gravel packed :: i. . .. a __ _..t_o— • • • • • • • • • • (If rMn spate Is roge4ad'•US ddaienel sheet) ' .. .. WELL DRILLER'S STATEMENT This well was drilled under my supervision and the above information is true and correct to fhe best of my knowledge and belief. st Signed • niros•eW 11 Works -• Q Q • • Dates JLL77f_21 ; 19-6Jk. •• • •, tK, 7,717"t 7, • 3 " + 2 ',sir. Caj:gt .^. r4.-a ; n fi 'Y p � ��'rrr :o-as .i .. 'STATTE Or OCSORADO i , 5,):t r,: DIVISION OF WATER RESOURCES JUL ti.19G4 wee Ne`7 .... OFFICE OF THE STATE ENGINEER GROUND Lla S I' �•.�ae. IIIVID'c' GROUND WATER SECTION 1 R.gimerea.. ...' - /;. LOG AND HISTORY OF WELL inseam (Per State Engineer's Use) PERMIT NO, 19351. WELL LOCATION Driller Cummins Well Works Lit. No 73 b71/ Owner West Ay L anti orison Moser ylBld. / County street Star. Route city .Hudson, Colo, SE %•af gat'• y of recd 27 Tenant _ Twp 3 ff , Rge 65 W, 6 PM Use of Water Domestic On or By SEkt SDI., 27_, 3, 65 Acres skink - fdeeniptkkn a ON or lend) , Date Started Apri 1 21) , 19-64— : Date Completed April 20 , 19 64 ----rll(r 1r--`• ,. Yield 10 GPM or _ CFS l WELL DESCRIPTION: West I East i : Depth to Water 15 ft. Total Depth_Y..4►Q ft. i (minuted from around surfacer -_-SW p- - ---.•.• © r from O ft. to £0 ft., 10 in. l Hole Diameter .1(l from ft. to ft., :n. r from ft_ to_-.__ft., --_in. Wok r s1ST DATA: . How Tested Pump or Balled ABOVE DIAGRAM REPRESENTS ONE FULL SEC- TION. LOCATE WELL ACCURATELY IN SMALL Date Tested 1t/21/ , 19_61,` Length 2 hrs. SQUARE REPRESENTING 40 ACRES. Rate—__1.0:--.— _GPM Drawn Down_ 20 ft • er PUMP DATA: Did not install pump If the above is not applicable'fill in: . . Pump Type Outlet Size in. No. Street Driven by HP . Cay or Town CASING RECORD: Plain Cuing or K Size 6 , Kind Stee3from 0 ft. to 25 ft. Lot , Block Size , Kind from ft. to ft. Subdivision (Include filing or number) Siz. Kind from ft. to ft, Perforated Casing TO BE MADE OUT IN QUADRUPLICATE: Sin: 6W , .Kind Steel from 25 ft, to 1f0 ft Original Blue and Duplicate Green Copy must be filed with the State Engineer within 30 days after well is completed. White es" -- --_ Kind from ft. fo� __. _ft, copy is for the Owner and Yellow copy for size Kind from ft. to ft. the Driller. SIGN BLUE COPY FOR WELL LOG USE REVERSE SIDE . • • to Well Permit 19351 - - Receipt: 9062600 r• Well Location: S 3N 65W 27 SE SE Owner MOSER WESLEY E & GRACE Receipt 1111111 11111 11111 11111 11111 11111 11111 1111 111 Rermitil° 1111111 11111 11111 11111 11111 1111 III! Permiteuf 111111 111111 liii 11111 III 1111 PermitrP1 111111 111111 11111 11111 11111111 ,.m.tipli..Mm 1111111 11111 11111 11111 11111 11111 1111 III! 11111111111O10INe016uW r^ DESIGN AND OPERATIONS PLAN Developed in accordance with Colorado Regulations pertaining to Solid Waste Disposal Sites and Facilities, 6 CCR 1007-2 for STROMO, LLC COMPOST FACILITY 21970 WCR 30, HUDSON, COLORADO 80642 Mr. John R. Moser, Owner Mr. Tim Smith, Manager 6600 West 20th Street,#11 P.O. Box 205 Greeley, Colorado 80634 Ft. Lupton, CO 80621 n Prepared by AGPRO ENVIRONMENTAL SERVICES, LLC 4311 HIGHWAY 66, SUITE 4 LONGMONT, CO 80504 (303) 535-9318 AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 1 r e• e•-. TABLE OF CONTENTS Introduction 4 Location and Legal Description 4 Legal Owner, Authorized Persons and Contacts 4 Deed of Trust 6 Weld County Property Map 7 USGS Topographical Map 8 Vicinity Map 9 Site Map 10 Regulatory Applicability(14.1.3) 11 Compost Feedstock Types(14.1.4) 11 Facility Classification (14.1.5) 11 Minimum Standards of Operation for All Composting Facilities(14.2) 11 Section 14.2.1 11 Record keeping and Annual Reporting Requirements(14.2.2) 12 Financial Assurance (14.3) 13 MBR, Inc. Estimated Site Restoration Costs 14 American Ag Bank Letter 16 Certificate of Deposit, Financial Instrument 17 Name and Address of Owner/Operator(14.4.2(A)) 18 Name and Physical Address/Legal Description of Site (14.4.2(B)) 18 Site Maps and Plans(14.4.2) 18 i-. Maximum Facility Capacity/Description of Material Types(14.4.2 (D)) 18 Estimated Maximum Quantities: 19 Description of Composting Procedures(14.4.2(E)) 19 Shipping Receiving Procedures: 19 Initial Sampling/Analysis Procedures 20 Windrowing/Bulk Material Blending Procedures: 20 Description of Site Security Barriers & Procedures (14.4.2(F)) 20 Description of Signage and Emergency Contact Procedure 14.4.2(G) 21 Description of Surface Water Control System 14.4.2(H) 21 Stormwater Containment Liner Specifications 22 Evaluation of potential impact to surface and ground water(14.4.2 (I)) 24 Site Geological and Hydrogeological Conditions: 24 Geological Conditions: 24 Hydrogeological Conditions: 24 Proximity to Floodplain: 24 Public Water Supply: 25 Identification of all Surface waters. 25 Depth for Uppermost Aquifer&Thickness 25 Hydrologic Properties of Uppermost Aquifer: 25 Quality of Ground Water Beneath Site 25 AgPro Environmental Services, LLC Your "Pro Ag"Environmental Professionals 2 n n Types & Regional Thickness of Unconsolidated Bedrock. 25 Geologic Hazards. 25 Plans for interim and final closure of the site 14.4.2(J) 25 Contingency Plan for Corrective Actions 14.4.2(K) 27 Additional Details on Nuisance Control 14.4.2(K) 27 Air Quality 27 Dust 28 Odor 28 Pest Control 29 Insects and Rodents 29 Windblown Debris 30 Fire Protection Plan 14.4.2(L) 31 Low Permeability Work Pad 14.4.3 31 Ground Water Monitoring 14.4.4 31 Management of the Compost Piles 14.5.4(A) 32 Management of the Compost Piles 14.5.4(B) 32 Closure Plans 14.6 32 14.6.1 and 14.6.2 34 14.6.3 and 14.6.4 34 Post Closure Care and Maintenance 14.7 34 APPENDIX 35 Hydrologic Unit Map 35 Aquifer Recharge Areas 35 Sampling/Analysis Procedure 35 SOLVITA Maturity Index 35 AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 3 STROMO, LLC - COMPOSTING FACILITY DESIGN AND OPERATIONS PLAN Introduction This Design and Operations plan has been developed to comply with the requirements, conditions and limitations of the Colorado Regulations pertaining to Solid Waste Disposal Sites and Facilities, 6 CCR 1007-2, Part A—General requirements and information concerning all solid waste disposal sites and facilities in the State of Colorado, and Part B, Section 14, Composting and relevant appendices. The intent of the regulations and this design and operations plan is to ensure protection of the public and environment by identifying the design control and management measures to protect ground and surface waters, prevent nuisance conditions and properly decommission the site upon closure. Location and Legal Description The StroMo, LLC composting facility is located in the southwest ''A of Section 26,Township 3 North, Range 65 West of the 6`h P.M. in Weld County Colorado. The nearest road intersection is Weld Count Roads 30 and 43 approximately 1 mile to the northwest. A Deed of Trust and associated"Exhibit A"outlining the complete legal description of the property is attached. A Weld County property map and United States Geological Survey Topographic map are also included for reference to the site. The physical address of the StroMo, LLC site is 21970 WCR 30, Hudson, Colorado 80642 Legal Owner,Authorized Persons and Contacts The property is titled to: John R. Moser and StroMo, LLC, a limited liability company who's address is listed on the Deed of Trust as 6600 West 20111 Street, #11, Greeley, Colorado 80634. The operator of the site is: Mr. Tim Smith, Manager Phil Becker, Site Manager P.O. Box 205 21970 WCR 30 Ft. Lupton, CO 80621 Hudson, CO Office Phone: (303) 857-0763 AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 4 All correspondence should be sent to Mr. Tim Smith at the above address. The authorized agent for the preparation of the Design and Operations Plan and environmental oversight of the StroMo, LLC Composting Facility is: Mr. Thomas Haren AgPro Environmental Services, LLC 4311 Highway 66, Suite 4 Longmont, CO 80504 AgPro Environmental Services, LLC Your "Pro Ag"Environmental Professionals r"` 5 reN+ n Deed of Trust r AgPro Environmental Services, LLC Your "Pro Ag"Environmental Professionals n 1111111111111111111 IIIII IIIII IIIII IIIII III 11111 IIII IIII 2979629 07/31/2002 02:04P Weld County,CO 629 1 of 2 R 10.00 0 0.00 JA."Sol"Teukamoto r"\ QUITCLAIM DEED THIS DEED,Made this 31" day of July 2002,between STROMO,LLC,a Colorado Limited Liability Company of the County of Weld and State of Colorado,grantor,and JOHN R.MOSER and ELLEN F,MOSER whose legal address is 6600 West 20's Street#11,Greeley,CO 80634 of the County of Weld and State of Colorado,grantee: WITNESSETH,That the grantor for and in consideration of the sum of Ten and No/100(S10.00)— DOLLARS. the receipt and sufficiency of which is hereby acknowledged,have remised,released,sold and QUITCLAIMED,and by these presents do remise,release,sell and QUITCLAIM unto the grantor(s),their heirs,successors and assigns forever, all the right, title, interest, claim and demand which the grantor(s)have in and to the real property, together with improvements,if any,situate,lying and being in the County of Weld and State of Colorado,described as follows: SEE EXHIBIT"A"ATTACHED HERETO AND MADE A PART HEREOF as known by street and number as:21970 Weld County Road 30,Hudson,Colorado 80642 assessor's schedule or parcel number. TO HAVE AND TO HOLD the same,together with all and singular the appurtenances and privileges(hereunto belonging, or in anywise thereunto appertaining, and all the estate,fight, title, interest and claim whatsoever of the grantor(s),either in law or equity, to the only proper use,benefit and behoof of the grantees)their heirs and assigns forever. IN WITNESS WHEREOF,the grantor(s)have executed this deed on the date set forth above. •,,....„‘ Stromo.LLC,a Colorado Limited Liability Company • � 91y,,�/( e ' mod - .a r and John R Moser ! By Roland J.Strobel ,U STATE OP COLORADO } }Ss. County of Weld ) The foregoing instrument was acknowledged before me this 31st day of July 2002, By John R Moser and Roland J.Strobel. Witness my hand and official seal. ' 0...-- . '''(,�t My commission expires S l '1 WAYNE A.HOWARD i i 4 �,{' ftbn✓GteX rf t-; f'��: Wayne A Howard,Notary Public 1(rlyiyF.00oO, 'Mere applicable,Sat'City and" Name and Adds,of pram Crating Hotly Cleated Ill Description(136,35.106.5,C.RS.) r\ 1111111111111111111111111111 1111111111111111111111 I I11 2973529 07/31/2002 02:04P Weld County, CO 2 of 2 R 10.00 D 0.00 J.A. "Suki"Tsukamoto EXHIBIT"A" LEGAL DESCRIPTION A tract of land located in the WI/2 Of Section 26, and the EI/2 of Section 27, Township 3 North, Range 65 West of the 6th P.M., County of Weld, State of Colorado, which is more particularly described as follows: Beginning at the Southwest corner of section 26 (also being the Southeast corner of Section 27) and considering the South line of said W1/2 of said Section 26 to bear North 89 degrees 44 minutes 30 seconds West, with all other bearings contained herein relative thereto;thence North 89 degrees 16 minutes 14 seconds West, 64.34 feet along the South line of said Section 27 and an existing corral fence; thence North 00 degrees 01 minutes 26 seconds West, 161.07 feet continuing along said fence; thence North 88 degrees 42 minutes 58 seconds East, 64-35 feet continuing along said fence to a point on the East line of the SE1/4 of said Section 27; thence North 00 degrees 01 minutes 26 Seconds West, 1704.16 feet along said East line to a point,from which the east Quarter corner of Section 27 (also the West Quarter corner of Section 26)bears North 00 degrees 01 minutes 26 seconds West, 796.61 feet; thence North 34 degrees 26 minutes 49 seconds West, 578-81 feet; thence North 53 degrees 27 minutes 39 seconds West, 340.15 feet; thence North 24 degrees 02 minutes 14 seconds East,245.38 feet; thence North 36 degrees 38 minutes 44 seconds East,340.86 feet; thence North 39 degrees 40 minutes 57 seconds East, 305.23 feet; thence South 42 degrees 06 minutes 33 seconds East, 185.22 feet; thence South 88 degrees 51 minutes 24 seconds East, 134.05 feet; thence South 38 degrees 22 minutes 53 seconds East, 81.14 feet; thence South 01 degrees 36 minutes 07 seconds East,415.34 feet to a point on the North line of the SW 1/4 of said Section 26 from which point the west Quarter corner of said Section 26 bears North 89 degrees 10 Minutes 32 seconds West, 218.18 feet; thence South 89 degrees 10 minutes 32 seconds East, 216.61 feet along the North line of the SWI/4 of said Section 26; thence South 54 degrees 54 minutes 42 seconds East, 544.51 feet; thence North 88 degrees 36 minutes 52 seconds East, 968.69 feet; thence North 62 degrees 09 minutes 43 seconds East, 561.27 feet to a point on the North line of the SW1/4 of said Section 26; thence South 89 degrees 10 minutes 32 seconds East, 306.96 feet along said North line to the center of said Section 26; thence South 00 degrees 52 minutes 37 seconds West, 2638.08 feet along the East line of the SW 1/4 of said 26, to the South Quarter corner of said Section 26; thense North 89 degrees 44 minutes 30 seconds West, 2610.49 feet along the South line of said SW1/4 to the Point of Beginning. TQGETHER WITH an easement for access purposes 30 feet in width, the centerline of which begins at a point 79.33 feet West of the Northeast corner of said Section 27; r'` thence South 09 degrees 33 minutes 53 seconds East 587.33 feet; thence South 00 degrees 20 minutes 34 seconds East 1269.97 feet; thence South 18 degrees 32 minutes 11 seconds West 239.84 feet to the parcel above described. Weld County Property Map r AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 7 tew, vA ^s n ARISTOCRAT ANDERS( ,ANNA E. A - ANGUS 1 TRUST e WARDELL PAL RANCH ' 7 8 9 VA It -- CR3450 ^ ARMERS RES. F a IRRIG. c CO. — P STAR- LEY IY LONNIE R.a '^ REI LTD. STATE o ELL LEE a LIABILITY D' Pw a coy 2 , w MILTON aL t c. a L AM Is 17 16 15 `-'1 RESERVOIR I AflNE• EDL 7 I I SUSAN U, JAS.5 LANG AD6'rl. 7II �a WNDA P Kt y,V wCrr w. A t L LNG EP NVSON .%4F,fl ryr 42 • =sin a an _sire ma se, -O LN 1 ' r 4' E GRACED WILLIAM • GK B H Y LIGE MARJORIE A. ui j GUNNELS FRANK Oinvn Q H 4 SARC 19 = � 20 21 22 23 a wo = w J. J. D ANNA E. FRED E. BUS. = ACHUS, JR. DC c0 w 0 WARDELL '5' DENNYoENNv w.a Q J Q U J 1 V SARCHET re liv Ir GDR' -i x ? MELVIN J. R0 JOHN R. D JOHN R. D I ANN L CAMP RA%BNDUR ELLEN F. EL LEN F. ROBERT-E. SM,TN CAMat a RAY.A rDURGEO TROCS a JILL A MOSER C • MOSER ROLL ARD eel c.+.NrnwLs J , J SITE Ji ADERNATN W 2 /^V 3d 29 CANNON FARMING 8 w I- 27 -- )26JOE R. Z FRANK H.PRESLEY COII CANNON NU w / NOVAK ,. Z U` LANDCO. E. coz „ �_, I '" JWa s ry t a a s a an . — �'a 4 0 w w�m IVIES MOSER L FOSTERCHARLES E TUTTLE MELVIN J. CAMP = a SONS, INC. et GI CO., LTC el al U F1 W's A a -�.u� CUR 34 35 31 31 0= 32 E.aME. 33 _} 4°aMILLERAN DELMER L. a CANNON w CANNON w LINDA M. WALTER LAND W LAND JCCU JARRA BFAYELL Ap el of CO. m CO. }_= Z_ JAMISON rVAP r 137 39 41 43 JOINS MAP 39 45 47 r\ USGS Topographical Map AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 8 f — f'rrr l — 1 f{ �.' . r a 1 r r — a / a c ( F • pfd I 1t s - 2r' + f f / ;1f p - / / Lio) 7-- ,-," ; " i :0. , tti / 46 ( CD , r ,....k.- -}, y 9, . °"'� Si 5T kr tr 1 _ I . '..t, I Pi? # 1 k 4E _ b 9( � 1 !� it , A ^ t s — '_ = '' _- a . z 00 IotE 1/ - / y o s l ' I I I I I I 1 I°C II *101I°I3B 4C.004 I I i I I 1 1 1 1 H0J1°138' 2d.do1 WH I I ] I " WI Ild 1138'o rW II 1 1 1 1 ] F i I 1401I'436'lidd I Name: MILTON RESERVOIR Location: 040°11'33.T' N 104°38' 16.0" W Date: 12/18/2000 Caption: StroMo, LLC-Topographic Map Scale: 1 inch equals 800 feet Copymght(C)1997,Maptech,Inc. rTh Vicinity Map AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 9 • VJCn 3G R c"s W PAC I I RRID AGRICULTURE LAND \ / IRRIGATED AGRICULTURE 1.414‘1/.."; \\ I' \ / MN/? ti NEi4 SECTION 26 ( SECTION 27 / �_ TEACH D II NORTH 4` / I I WES MOSER & I JOHN MOSER • \ SONS ,l rennd\ f— cONE5'c w t. ./ \ 1. , tJ WEST N. NEREE / IRRIGA ED AGRICULTURE LAND ;•CANAL. I I JOHN • .• I' 73N SW/4 e"'\ SE/3 MOSER SECl1ON,26 I i SECTION 27 I / ', JOHN MOSER I \\ WES MOSER& SONS j ¢ DRYLAND PASTURE I �� FfNA7E AG`.E�aFW0 F I N 7cr_:u, F . • v C C i jam/ j ` �7-_ a i W3 IRRIGATED AGn CULTURERE LAN2 / SECTION COR. ; S 0C Nc_ \ V/ES MOSER& \ CHARLES FOSTER I / SONS `\ 1 DRr_a 1 NW/4 PASTURE SECTION 34 1 SECTION 35 ......... PARCEL PROPOSED FCR PLAT SCALE'1 ;,ca' VICINITY MAPE.USE 3Y SPECIAL REVIEW WE''S COUNTY. COLORADO . N/?SW/4, SECTION 13N,_ REEJJ n rIN Site Map n AgPro Environmental Services,LLC �1 Your "Pro Ag"Environmental Professionals 10 rk nei wen.surd roe a xe Mr n --JL-x - / \ • grapasvasst—it Tit N\H\ • \ x I , e*""IN l /*" I x I x ' I I r I. s I I ISISiS SCALE: r .. 100' t \ L ' .. .. .. —$.s_x�"�m, 7F� — ENVIRONMENTAL SERVICES, LLC STROMO, LLC '14m pip a-- ENVIPQJH£NTAL CONSULTANTS-ENGINEERS-ARCHITECTS-PLANERS ( SITE LAYOUT n Regulatory Applicability (14.1.3) The proposed facility falls under the regulatory authority of the Regulations Pertaining to Solid Waste Disposal Sites and Facilities, 6 CCR 1007-2, Section 14 because of the type and volume of solid wastes proposed for treatment and management at the site. Compost Feedstock Types (14.1.4) The proposed facility intends to receive, treat, and compost Type 1, 2 and 3 feedstocks. Type 1 feedstocks are "agricultural crop residues, manure, and untreated wood wastes source separated yard,paper and green wastes". Type 2 feedstocks are "animal material and source separated food wastes. "Type 3 feedstocks are "Biosolids, solid waste,processed solid waste and sludges. " Facility Classification (14.1.5) The proposed facility is a Class I composting facility: • Type 1, 2 and 3 feed stocks may be received which include agricultural crop residues, manure, untreated wood wastes, source separated yard, paper and green wastes, animal material and source separated food wastes, Biosolids, solid waste, processed solid waste and sludges. • Feed stocks from several generators may be accepted for processing • A Certificate of Designation is required • Financial assurance as defined in Subsection 1.8 is required. (See page for financial assurance) Minimum Standards of Operation for All Composting Facilities (14.2) Section 14.2.1 (A)The facility controls surface water flowing onto the site by a series of ditches and/or berms located along the upgradient boundaries of the composting areas. The run on water is directed around the facility and will not be contained within the stormwater containment structure. The stormwater from the composting site that has been in contact with raw composting material or compost in various stages is collected in a stormwater containment structure located in the northwest corner of the composting site. The stormwater structure is installed and designed to contain stormwater from a 25-year, 24-hour storm event subject to AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 11 r-� the runoff factors applied to the surface texture, contour and slope of the compost drainage area. The stormwater structure is lined with impermeable material and designed to limit seepage to a maximum seepage rate of 1 x 10 _5 `"'/sue Containment and liner construction was conducted under the supervision of a Registered Professional Engineer in the State of Colorado. The liner was tested in place and results of the liner certification submitted to the Colorado Department of Public Health and Environment. Installation reports, engineering reports and survey information is included. Additional storm water construction standards, specification and testing procedures are outlined in the Section "Description of Surface Water Control System". (B) The facility controls onsite and offsite nuisance conditions such as noise, dust, odor, flies and windblown debris by best management practices outlined in the nuisance management section of this operations plan. (C) Offsite water pollution is prevented by control structures to prevent run-on and to contain runoff are included in detail in this plan. Additionally, three groundwater-monitoring wells are installed and used to monitor the groundwater surrounding the composting site. Groundwater is monitored quarterly according to protocol outlined in the groundwater monitoring Section 14.4.4. (D) Gates, signs and fences to prevent illegal dumping at the facility are used to control access. Additional details regarding site access control are outlined in the following sections of this plan. Record keeping and Annual Reporting Requirements (14.2.2) (A)The proposed Class I facility will submit, annually on May P of each year, a report to the CDPHE and Weld County providing the total cubic yards of material received at the facility during the previous calendar year including by type: (1) The quantity of finished product used onsite, sold, or distributed offsite. (2) The quantity and type of feedstock and bulking materials received, processed and remaining onsite. (3) The quantity of finished compost remaining on site. (B)The proposed Class I Compost Facility shall maintain, at a minimum, the following applicable records: (1) Type and amount of feedstock(s) and bulking material(s) received, processed, and remaining onsite; (2) Amount of finished compost sold or distributed offsite; (3) Water quality monitoring data; (4) Compost analytical data; (5) Operational monitoring data including; time and temperature readings; (6) Windrow/Pile aeration data; (7) Financial assurance documentation; (8) Design and operations plan; AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals r..�, 12 i-. These records will be maintained at the facility and will be available for review by Weld County or the CDPHE. Financial Assurance (14.3) A Certificate of Deposit (CD) has been established according to Section 1.8, Financial Assurance Criteria and Appendix A,Financial Assurance Instrument Language, for the estimated closure sum of$15,000. The closure requirements and estimates include $9,000 for site restoration activities. A letter from MBR, Inc., a Colorado Company, is included outlining the estimated site restoration costs. r AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals �,.� 13 /s• MBR, Inc. Estimated Site Restoration Costs. 0\ AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals T 14 , k loc.; *� , ) "µ4 "del" :q Ct;M:a„c INC. Thomas M. Haren December 1, 200O AgPro Environmental Services, LLC 4311 highway 66, Suite 4 Longmont, CO 80504 Subject: Cost Estimates Dear Mr. Haren, The following outlines the estimated work and . 1) Removal of Residual Materials from Facility: All raw composting materials, manures and residual materials (sawdust, crop residues, etc.) used in the composting process will be removed from the site and sent to another approved composting facility or permitted solid waste facility as necessary or incorporated into adjacent fields by plow cultivation in an agronomic manner P'1 according to Colorado State University, Cooperative Extension fertilization recommendations. 2) Removal of Compost Debris from Surface Soils in Windrow Areas: After the windrow area of the facility has been cleared of all composting material, the shallow surface area will be scalped to remove the compost "hard pan" layer that typically develops over extended periods of processing. This compost hard pan residue will be removed from the site and also incorporated into adjacent fields by plow cultivation similar to paragraph 1 above. 3) Stormwater and Containment Structures: Any stormwater accumulation in the stormwater containment structure will be dewatered onto adjacent farmground in an agronomic manner according to Colorado State University, Cooperative Extension fertilization recommendations. Residual solids accumulations in the structure will be removed and land applied along with the surface soils from the composting areas as outlined in paragraph 2 above. The containment structure will be leveled and the ground returned to an original state prior to construction and operation. 4::53 HIGi-W/P:I 66 • LONGMONT, COLORADO 80504 •(303)449-0445•4243286• FAX 1.970.535-4519 • 4) Re-Contouring of Subject Site: All roads, ditches, berms, earthen diversion and containment structures will be graded back into the "cut area" from which it was generated to re-establish original surface contours. A laser leveling instrument will be used to tie in the re-contoured areas with original grades and contours. 5) Re-Seeding of Disturbed Surface Area: The disturbed surface area will be prepared by disking to produce a seedbed. A dry land grass pasture mix including a winter rye or oats cover crop seed will be drilled into the prepared seedbed. The newly seeded area will be fenced off from use for a time period adequate to allow the grass seed to germinate and become established. We estimate the total cost for implementation for the closure of the proposed facility as outlined above is $9,000.00. Sincerely, °711-22443- • John Miskol, President • teN r An additional $6,000 is estimated for post closure groundwater monitoring.Water samples from the proposed down gradient monitoring wells will be sampled on a quarterly basis and analyzed for the following: Nitrates Electro Conductivity(EC) Total Dissolved Solids Salts PH RCRA Metals Potassium Phosphorus This monitoring program will be conducted for a period of five years. If year one analysis indicates groundwater contaminants are not present, a request to terminate subsequent years 2 through 5 groundwater sampling will be submitted to the CDPH&E. The estimated cost for completion of this task is $6,000.00. A copy of the Certificate of Deposit financial instrument and letter from American Ag Bank is included in the following pages. AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals r^ 15 n American Ag Bank Letter AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals r^ 16 n American Ag. December 18,2000 Tom Hazen Ag Pro 4311 Highway 66 Suite 4 Longmont Colorado 80504 Dear Mr. Harcn: • The Bank of Cherry Creek issues electronic paperlcss Certificate of Deposits. We no longer issue actual paper Certificate of Deposits. Since the CDs are electronic there is no method to accommodate a Bank signature authorization, ability to include the name and EPA number and type of coverage. On December 18, 2000 John Moser and Stromo LLC established at the Bank a one year automatically renewable $15,000 Certificate of Deposit payable w Director, Colorado Department of Public Health and Environment, Hazardous Materials and Waste Management Division. if you have any questions,please feel free to came at 970-506-9000. Sincerely, Pal iYa —P- Date Tanaka Vice President • re", A Branch of The Bank of cherry Creek 1901 56tH Avenue,Suite 21C. Greeley,Colorado BOON (970)5069200_Fax(970)=C490O4 n Certificate of Deposit, Financial Instrument t^ AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals n 17 Name and Address of Owner/Operator (14.4.2(A)) STROMO, LLC Compost Facility: Mr. John R. Moser, Owner Mr. Tim Smith, Manager Mr. Phil Becker 6600 West 20`h Street, #11 P.O. Box 205 Onsite Manager Greeley, Colorado 80634 Ft. Lupton, CO 80621 21970 WCR 30 Off. Ph: (303) 857-0763 Hudson, CO 80642 Name and Physical Address / Legal Description of Site (14.4.2(B)) STROMO, LLC 21970 WCR 30 Hudson, CO 80642 W '// of the SE 1/4 of Section 26, Township 3 N, Range 65 W of the 6th P.M., Weld County, Colorado. Site Maps and Plans (14.4.2) The StroMo, LLC site is located approximately 9 miles north of the town of Hudson, Colorado. The nearest intersection is Weld County Roads 30 and 43 located approximately 1 mile northwest of the facility. Location and vicinity maps, topographic maps and site maps are located in previous sections of this plan. Maximum Facility Capacity/Description of Material Types (14.4.2 (I))) Type of Feedstock: The proposed facility intends to receive, treat, and compost Type 1, 2 and 3 feedstocks. Type 1 feedstocks are "agricultural crop residues, manure, and untreated wood wastes source separated yard, paper and green wastes". Type 2 feedstocks are "animal material and source separated food wastes. " Type 3 feedstocks are "Biosolids, solid waste, processed solid waste and sludges. " AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 18 Name and Address of Owner/Operator (14.4.2(A)) STROMO, LLC Compost Facility: Mr. John R. Moser, Owner Mr. Tim Smith, Manager Mr. Phil Becker 6600 West 20th Street, #I1 P.O. Box 205 Onsite Manager Greeley, Colorado 80634 Ft. Lupton, CO 80621 21970 WCR 30 Off. Ph: (303) 857-0763 Hudson, CO 80642 Name and Physical Address /Legal Description of Site (14.4.2(B)) STROMO, LLC 21970 WCR 30 Hudson, CO 80642 W %2 of the SE 1/4 of Section 26, Township 3 N, Range 65 W of the 6th P.M., Weld County, Colorado. Site Maps and Plans (14.4.2) The StroMo, LLC site is located approximately 9 miles north of the town of Hudson, Colorado. The nearest intersection is Weld County Roads 30 and 43 located approximately 1 mile northwest of the facility. Location and vicinity maps, topographic maps and site maps are located in previous sections of this plan. Maximum Facility Capacity/Description of Material Types (14.4.2 (D)) Type of Feedstock: The proposed facility intends to receive, treat, and compost Type 1, 2 and 3 feedstocks. Type 1 feedstocks are "agricultural crop residues, manure, and untreated wood wastes source separated yard, paper and green wastes". Type 2 feedstocks are "animal material and source separated food wastes. " Type 3 feedstocks are "Biosolids, solid waste, processed solid waste and sludges. " AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 18 eTh Estimated Maximum Quantities: The site consists of approximately 80 acres. The site includes area for parking and truck traffic, stormwater containment, and stockpiles of bulking material, raw received material and finished compost. The remaining areas of the site available for composting could contain a maximum of 120,000 cubic yards of in-process compost. Composting is conducted in a windrow type process. Currently, windrows and turning equipment creates a windrow of approximately 12 feet wide by 4 feet high. However, as the business progresses, a larger machine may be purchased or windrows may be started and turned with loaders. The lists below outline the capacity of the site with each windrow turner type. Turner Windrow Size Yds3 per linear foot Small Tractor-type turner(s) (Wildcat type) 12' x 4' 1-2 Self Propelled(Scarab Type) 15' x 8' 4-5 Loaders 20' x 12' 8-10 (1) Estimated maximum quantity of feed stocks on-site 25,000 cubic yards (2) Estimated maximum quantity of bulk materials on site 25,000 cubic yards (3) Estimated maximum quantity of in-process material on-site 120,000 cubic yards (4) Estimated maximum quantity of finished product on site 15,000 cubic yards Total estimated maximum quantity of all materials to be on-site 200,000 cubic yards Description of Composting Procedures (14.4.2(E)) Shipping Receiving Procedures: All raw material will be shipped to the site and stockpiled in a designated storage area located in the northeast corner of the site to be designated as the "Raw Material/ Bulk Product Storage Area" or placed directly in a compost windrow depending on scheduling operations. Raw material will be stockpiled a maximum of 72 hours before introduction into the composting process. All other inert bulk materials will be stockpiled in the same area and stored until needed for the composting process. All raw materials received will be from known contracted sources. No random, unsolicited or general public "drop-off' materials will be accepted at the site. All material shipped to the site will be on tarped trailers. AgPro Environmental Services, LLC Your "Pro Ag"Environmental Professionals �. � 19 n rs ^, Initial Sampling/Analysis Procedures: See attached document entitled "SAMPLING/ANALYSIS PROCEDURES"located in the"Appendix Section"of this plan. Windrowing/Bulk Material Blending Procedures: Raw materials will be placed in windrows in a dimensional pattern consistent with the turning machine. Windrows will be approximately 10 to 20 feet apart. Bulk materials and/or water will be added to the compost pile in accordance with industry composting standards and based on the initial analysis and composition of the raw materials and bulking agents in combination. Stormwater accumulation in the containment structure may be used when available as a water source for the composting operation. The composting area and spaces between the compost will be maintained and leveled for appropriate drainage with a pull-type scraper. Processing, grinding and preparing raw material will occur in the receiving area adjacent to the stormwater containment pond. Future plans include construction of a concrete pad in the receiving area for processing, grinding or mixing of materials. For bio-security purposes, trucks delivering raw product may be washed before leaving the site. Truck washing will occur adjacent to the stormwater pond in the receiving and processing area. es, Wash water from truck washing operations will be re-used in the composting process and applied to windrows via water tanker trucks and or trailers. For additional details on "Pathogen Reduction" guidelines described in Section 14.5.4 and STROMO management procedures adopted to comply with this regulation, please refer to references to Sections 14.4.4(A) and 14.4.4 (B) in this plan. Description of Site Security Barriers & Procedures (14.4.2(F)) The entire compost site is surrounded by a barbed wire fence to prevent livestock from entering the site or persons from driving directly into the site. A soil barrier and diversion berm and ditches direct and contain the flow of surface runoff to the northwest corner of the site or redirect run on water around the site. Access to the site will be limited to one steel entrance gate located at the southwest corner of the site on an existing road which will be kept locked at all times. A steel double gated entrance is located at the northwest corner of the site and the terminus of the access road that runs along the west side of the site the entire length of the property. An exit access will be created in the north central portion of the site to facilitate better traffic control and bio-security. No public access to the site will be allowed. AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 20 n Description of Signage and Emergency Contact Procedure 14.4.2(G) A 4' x 4' white sign with black lettering is posted at the intersection of WCR #30 and the private north-south access road that services the compost site. The sign identifies the name of the site and the operating hours for the site. Additionally, an emergency contact phone number is provided. The sign also includes in large bold letters the following: STROMO,LLC 21970 WCR 30, HUDSON, COLORADO 80642 RESTRICTED ACCESS FACILITY "AUTHORIZED PERSONNEL ONLY! NO ADMITTANCE WITHOUT PRIOR APPROVAL OF STROMO,LLC" IN CASE OF EMERGENCY-CONTACT TIM SMITH, MANAGER (970) 539-1007 Description of Surface Water Control System 14.4.2(11) The facility controls surface water flowing onto the site by a series of ditches and/or berms located along the upgradient boundaries of the composting areas. The run on water is directed around the facility and is not contained within the stormwater containment structure. Run on controls are sized to divert run on water from up to a 25-year, 24-hour storm event around the composting facility and containment structure. The stormwater from the composting site that has been in contact with raw composting material or compost in various stages is collected in a stormwater containment structure located in the northwest corner of the composting site. The stormwater structure is designed to contain stormwater from a 25-year, 24-hour storm event subject to the runoff factors applied to the surface texture, contour and slope of the compost drainage area as outlined in the Natural Resources Conservation Service, Service Manual Field Guide, Section 4; Hydrology. The stormwater structure is lined with impermeable clay, bentonite or other acceptable material and designed to limit seepage to a maximum seepage rate of 1 x 10-5 ""/sue Containment and liner construction.was conducted under the supervision of a Registered Professional Engineer in the State of Colorado. The liner was tested in place and results of the liner certification submitted to the Colorado Department of Public Health and Environment. Stormwater collected in the containment system will be dewatered within 15 days to a level necessary to hold a complete 25-year, 24-hour storm event. The stormwater will be used on the compost when necessary to facilitate the composting process or land applied on 160 acres of AgPro Environmental Services, LLC Your "Pro Ag"Environmental Professionals 21 n �-. available adjacent farmground in an agronomic manner according to the Best Management Practices identified by Colorado State University, Cooperative Extension guidelines. Stormwater Containment Liner Specifications Laboratory data analysis, geotechnical testing, elevation surveys and photographs of the liner installation and certification of the stonnwater containment structure are included below. r^, AgPro Environmental Services,LLC Your "Pro Ag"Environmental Professionals 22 P.,` 4311 Hwy 66,Suite 4 Longmot ,Colorado 80504 Office: (970)535-9318 Far (970)535-9854 Fzwfr>nmatal Sat,IIC July 19, 2002 Roger Doak Solid Waste Division Colorado Dept. of Public Health&Environment 4300 Cherry Creek Drive South Denver, Colorado 80222-1530 Dear Mr. Doak: The liner testing for Stromo LLC's stormwater containment pond has been completed. Earth Engineering Consultants, Inc. (EFC) had a flexible wall permeability test run as outlined in their attached letter. The results of that test showed a permeability factor(k)of 1.5 x 10.6 cm/second. Utilizing this permeability factor,the 18-inch liner thickness installed and Darcy's Law results in a total head that can exist and meet the specification of 1.0 x 10- cm/second is 8.5 feet. The e—N Str+omo Ur pond has a total operation depth of eight feet. If you have any questions or need further information, please call. Sincerely, Eric W. Dunker, P.E. Environmental Engineer Attachment(FFC letter) ^ v 4 e-4‘ 1 1 t C Toe '7,Sitt "Sitnr�tiffrOit n fl July 19, 2002 EARTH ENGINEERING CONSULTANTS, INC. AgPro Environmental Services, LLC 4311 Highway 66, Suite 4 Longmont, Colorado 80504 Attn: Mr. Eric Dunker Re: Final Permeability Testing Stromo LLC Weld County, Colorado EEC Project No. 1015006A Mr. Dunker: As requested, Earth Engineering Consultants, Inc. (EEC)personnel have completed the final sampling and permeability testing of the runoff storage lagoon at the Stromo LLC composting site in Weld County, Colorado. An outline of the testing completed as a part of that project along with the laboratory test results are provided with this report. As outlined in our report dated May 8, 2002,EEC personnel completed field density testing at the new runoff storage lagoon at the referenced site. The final test results met the project compaction requirements of at least 95% of the materials maximum Proctor dry density. In June 2002,relatively undisturbed samples of the existing lagoon liner materials were collected in the field by EEC personnel. Those samples were hand delivered to the Knight Piesold laboratory in Denver for laboratory flexible wall permeability testing. Results of those tests indicated a permeability (k) value of 1.5x104 cm/second. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we can be of further service to you in any other way, please do not hesitate to contact us. Very, , Ea ° '₹ sultants,Inc. • •SEp Re " I . �d • y tip • •.. t <'�' 3 724 • Jr a ≥ Michael J. o" P.E. Les „ • -.E. rTh Project Engineer Principal Engineer CENTRE FOR ADVANCED TECHNOLOGY 2301 RESEARCH BOULEVARD, SUITE 104 FORT COLLINS, COLORADO 50526 (970) 224-1522 (FAx) 224-4564 Hello