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Home My WebLink About901515.tiff it , DOMESTIC SEWAGE SLUDGE PERMIT APPLitC TIO FOR \rlELD COUNTY , COLORA. C)O (Application #2, for site in sect on 16). Submitted by. The City of Glendale ,,, Colorado I i I Submitted April ' 6 19° 0 I Preparedy 1 Colorado Resource l\i,lariage;-,nent P.a. Bnx 1145; ' F©rh Collins, CO 801522-1146 001515 900421 DOMESTIC SEWAGE SLUDGE PERMIT APPLICATION FOR WELD COUNTY, COLORADO Submitted to: Weld County Department of Health 1517 16th Avenue Court Greeley, Colorado 80631 i Submitted by: City of Glendale 950 South Birch Glendale , Colorado 80222 A Prepared by: Colorado Resource Management P.O. Box 1146 Fort Collins , CO 80522-1146 303-224-4535 t • i Date of Submission: April 16, 1990 4;2- John D. Snyder, CPSS Project Manager 1 � n __ .. _.. _. . 900421 r"1 TABLE OF CONTENTS N 1 . 0 APPLICATION REQUIREMENTS 1 00.4 2 . 0 WRITTED'I STATEMENTS 4 r 3 .0 LETTER OF INTENT 8 4. 0 SUPPORT DOCUMENTATION 15 I 4 . 1 CURRENT STATE AUTHORIZATION DOCUMENT 16 pig 'i 4. 2 SLUDGE ANALYTICAL DATA 22 /+ 4 . 3 MAP OF SITE 36 4. 4 FIELD NOTES FOR TEST SORES AND MONITORING WELLS 38 r4 . 5 REGISTERED WELL INFORMATION 41 4. 6 SOIL SURVEY DATA 59 4 .7 SOIL ANALYTICAL DATA 63 j 4 .8 1589 SLUDGE HAULING RECORDS 66 1€ 4 . 9 LIST OF DITCHES WITHIN 3 MILES OF SITE 70 4 . 10 LIST OF RESIDENCES WITHIN 1 MILE OF SITE 72 1 r r) r r l 900421 rigs r- �.+ SECTION 1 r" APPLICATION REQUIREMENTS FOR A DOMESTIC SEWAGE SLUDGE PERMIT As per the Weld County Zoning Ordinance of November 21, 1989 f sections 48.2.1.1 through 48.2.1.3 rig i I f f l r 4 r' 900421 -1- r Section 48 . 2 .1. 1.1) Name, address and telephone number of the sludge generator and applicator : L �^ Sludge Generator: I City of Glendale 950 South Birch Glendale, CO 80222 1 303-759-1513 Sludge Applicator: r John Underhill 8206 Weld County Road 8 Brighton, CO 80601 303-654-1237 Section 48 . 2 . 1 .1 . 2) Name, address and telephone number of the fee owner : r• City of Glendale f 950 South Birch Glendale, CO 80222 C, 303-759-1513 p E Section 48 . 2 . 1 . 1 . 3) Legal description of the property: . The proposed sludge application site is within the South 1/2 of the South 1/2 of r Section 16 , Township 1 North, Range 67 West of the 6th Principal Meridian. Section 48 . 2 . 1 . 1 . 4) Total acreage of the property under consideration: f� The total acreage for the proposed sludge application area is 44 acres . r Section 48 . 2 . 1 . 1 . 5) Existing land use of the property under consideration: r Existing land use at the proposed site is alfalfa, small grain and forage crop production for horse feed. h 900421 -2- Section 48.2. 1 .1. 6) Existing land uses of all adjacent property: Properties adjacent to the proposed site are used for agricultural purposes , including small grain production and ranching. This r' adjacent land includes occupied residences. ; f foit Section 48. 2 . 1 . 1 .7) Present zone and overlay zones : The proposed application site is designated as an Agricultural Area within the Town of Dacono Urban Growth Boundary. Section 48 . 2 . 1 .1. 8) Signatures of the generator, applicator and ( fee Owners . Signature of generator: " 1 I (Represent ' ng the City of Glendale) r Signature of applicator: r d .."7 Irol Signature of fee owner: i r i Section 48. 2 . 1 . 2) Evidence that demonstrates the use will be in compliance with the Colorado State Department of Health Domestic Sewage Sludge Regulations 5CCR 1003-7 , 1986 . This site is currently approved of by the State under the above mentioned regulations for the Land Application of Sewage Sludge. Exhibit 4-1 in the support documents contains a copy of this Authorization. h Section 48 . 2 . 1 . 3) A Letter of Intent to apply sludge: The Letter of Intent for the Land Application of sewage Sludge is included as Section 3 of this Document. .w C 96 0421. -3- ras r ine r r SECTION 2 I } WRITTEN STATEMENTS REQUIRED FOR A DOMESTIC SEWAGE SLUDGE PERMIT As per the Weld County Zoning Ordinance of November 21, 1989 sections 48.2.1.4 through 48.2.1.12 rsl Y l 990421 -4- rk es Section 48. 2 . 1 . 4) Glendale's sludge will be surface applied after mixing with straw and barnyard manure and incorporated into the soil by disc and harrow immediately after application. r+ Section 48 . 2 . 1 . 5) Alternative sites are not currently available for application during cold weather months. 400 The sludge will be stockpiled during this time and applied when the soil can be worked enough to incorporate the material . Section 48 . 2 . 1 . 6) The applicant can and will off-load at least ? , 60 feet from county roads . Section 48 . 2 . 1.7 ) At no time will this application site have a fs" odor reading greater than a 7 :1 dilution/threshold according to Regulation #2 of the Colorado Air Quality Control r Regulations , due specifically to this sludge application. Activities in this area include very odorous sheep ranching, and these activities greatly exceed the odor produced by this sludge. The odor of this sludge material has been very !" low, and no neighbor complaints of any kind have occurred during over two years of applying this material to adjacent land under h permit from the Colorado State Department of Health. In addition, the site has been visited several times this year by personnel from the Weld County Department of Health, and it was noted during these site surveys that no objectionable odors are generated by this material . Recent citizen complaints T^* regarding odor at this site can be attributed to other grievances , not related to sludge application activities, that these people have against the site owner . A 1� I) t f 900421 -5- r'1 Section 48 . 2. 1. 8) The applicant has demonstrated good ability to prevent spillage when hauling, m' and pg, axing n applying this material . The hauling occurs ,,. in suitable containment vehicles, which are filled to less than half their rated capacity. These vehicles have 18 - 24 inch tailgates, and are loaded towards the front n of the trailer bed. There has been no spillage of sludge observed in the past two years of hauling to this area. Recent complaints of spillage from a trailer with no p tailgate were from neighbors who observed compost being moved from the property owner' s ' adjacent land, not from sludge being hauled from the Glendale treatment plant . The City ' of Glendale monitors the hauling procedure and the vehicles used to assure that no r spillage occurs . The mixing of this material occurs on level f4 ground well removed from county roads and surface waters . The proposed application area has been reduced in size to allow a distance of 1000 from surface waters to eliminate any risk of contamination to these waters by the application of sludge. r f Section 48 . 2 . 1 . 9) The applicant can and will handle, store and dispose of sludge in a manner that controls ok fugitive dust , blowing debris , odor and other potential nuisance conditions . The material is a well consolidate, pressed, de-watered sludge cake, and the dried material is not prone to creating dust . This material is low in odor, especially when compared to other ranching activities in the area. The site f" has been repeatedly visited by representatives of Glendale, the Town of Dacono and State and County Health �. Departments , and nuisance conditions have not been observed. Recent complaints regarding this site originate from other grievances against the property owner. ra I 940421 -6- It"y e"1 Section 48. 2 .1 .10) The proposed use is highly compatible with tel existing uses and likely future development of the area. This site is almost one mile from any residential developments proposed by ,r. the nearest Town, Dacono, and is three miles from the existing town limits of Dacono. The proposed application site is in an Oh agricultural area and current uses of the surrounding land include ranching and farming. Odors or other potential nuisances ," created by this sludge application activity are very low compared with these other agricultural activities . The sludge will be onw applied at low rates , averaging less than two dry tons per acre. This material has proved to be a desirable soil amendment which improves both crop growth and soil tilth. Section 48 . 2 . 1.11) The proposed use will be compatible with the r* future development of the surrounding area in as much as any agricultural activity in this area can be. This activity generates less odor, attracts less flies , presents a lower health hazard and is at least as environmentally sound as other agricultural activities in the area, including sheep i ranching and manure applications to soil . Section 48 . 2 . 1 .12) The health, welfare and safety of the neighboring inhabitants will be protected by limiting application rates so as not to f„ increase nitrate loading in groundwater, by not applying sludge near surface waters , and by limiting the applications to non-food chain crops . t"" i A buffer zone where sludge will not be applied has been established around the W proposed application area to reduce any risks of surface water contamination, and the property owner is installing ditches around his property boundaries to catch runoff water. • The area will be extensively monitored to r-" assure compliance with all environmental protection regulations . Groundwater levels will be monitored every 3 months via a r permanent pieziometric monitoring well installed at the lowest point on the site. Soil will be analyzed annually and sludge • will be analyzed every other month. r r 960421 i -7- eas /'1 r. r r SECTION 3 LETTER OF INTENT n As per the Weld County Zoning Ordinance of November 21, 1989 section 48.2.1.3 r r r ! . :r 960421 : -8- n LETTER OF INTENT FOR THE LAND APPLICATION OF DOMESTIC SEWAGE SLUDGE Submitted to: Ps ; t Weld County Department of Health 1517 16th Avenue Court *^ Greeley, Colorado 80631 ; Submitted by: r- City of Glendale 950 South Birch Glendale, Colorado 80222 r5 r Prepared by: Colorado Resource Management P.O. Box 1146 Fort Collins , CO 80522-1146 303-224-4535 Date of Submission: April 16, 1990 (/72. /62-� r John D. Snyder, CPSS Project Manager r- r4 ; r 90®421 -9- 1 erns n GENERAL OVERVIEW OF PROPOSED APPLICATION AREA t . The proposed application site is located in the southern part of p. Weld County, Colorado (Figure 1) . The area being considered covers 44 acres of land under agricultural use. The average growing season in this area is 143 days with an average annual precipitation of 12 . 3 inches . Of the total annual precipitation, 75 percent usually falls in April through September. This area lies within the Colorado Piedmont section of the Great Plains physiographic province. Topography is broadly rolling; ,. slopes within the proposed application area are less than 3 percent . Elevation at the proposed site is approximately 5030 above sea level . The soils in this area are mainly deep, well-drained clay loams formed in calcareous eolian deposits . The area is underlain by the Fox Hills/Larimer Aquifer with minimum groundwater depth of "F at least 200 feet below the surface. � .. ...•V C..h5 C3� . r . l.. 1 • 3 r. Clikf ` '� . .4 5 I fOry ... ... c e d� 4% fr CI I I,k. • `_ ,d __ 40 • 2 ..,� 2• 5 26 ' '27 ■■� U. 9� '� ii °� .rte f ,]XI I I1 :, ';,1 2852 30 ppy�� 3/ � 3 3� i 3� •,� ' ° p, '9. :51 `, 20 lr ,thy �© we, 1 o co ..... rceM1 I'4 Figure 1 . - Location of proposed application area in Weld County 9004;21 ' r* APPLICATION REQUIREMENTS FOR THE LETTER OF INTENT (As per the Weld County Zoning Ordinance of November 21 , 1989) Section 48 . 2 . 1 .3 . 1) The number of pounds of sludge to be applied per acre: The maximum application rate requested in this permit is 4 dry tons per acre. The allowable application rate previously (^ determined acceptable by the Colorado State 1 Department of Health based on current soil and sludge analyses is 5 dry tons per acre r (see Exhibit 4 . 1) . The rate of sludge I application will actually average 2 dry tons per acre due to the limited amount of sludge produced (approximately 90 dry tons per year) r" relative to the amount of land available for application ( 44 acres) . 1/4 I Section 48 . 2 .1.3 . 2) The types of crops/vegetation to be grown on the land and the number of acres of each r crop: { The 44 acre area will be planted in alfalfa, small grains, and forage crops . The exact acreages for each type of crop has not been determined. All of the agricultural production at this site will be for horse feed. Section 48. 2 .1 . 3. 3) The grade of the sludge: Glendale' s sludge is classified as Grade II due to copper content. Analytical data for !r"' this sludge is contained in Exhibit 4 . 2 . ., Section 48 . 2 . 1.3 . 4) Evidence showing the sludge meets the stability criteria established by the Colorado Department of Health: The sludge meets this stability criteria by achieving a Volatile Solids Reduction of greater than 38%; average Volatile Solids r Reduction over the last year of analyses is 72%. Data supporting this is contained in Exhibit 4. 2 . • l 900421 -11- Section 48. 2. 1. 3.5) Results of pieziometric tube monitoring, test r" bores or other groundwater level monitoring results verifying the annual high groundwater level at the minimum depth which occurs on �. the site: A Pieziometric monitoring well was installed at the lowest elevation in the proposed °" application area. An additional test bore was drilled on the highest point in the landscape. The locations of this well and r- test bore are indicated on the attached map (Exhibit 4. 3) . Field observations for these bores are contained in Exhibit 4 . 4. " -The pieziometric monitoring well placed 15 feet deep on this site revealed no standing water at this depth. Also, no standing water r ' was found in the test bore drilled to 10 feet in the proposed application area. The drilling work was conducted on April 12 , f"' 1990 , after several weeks of relatively heavy j precipitation in the area, and likely represents a time when perched groundwater is r at its highest level . `- Additional information on groundwater depth was obtained from the State of Colorado, P Division of Water Resources . Static water levels records for registered wells within the same sections as the proposed application t1/4 area are contained in Exhibit 4. 5 . Static water levels averaged 233 feet deep in these wells . F" r 7' 1 a^- i rw r 9100 -421 -12- est% Section 48.2 .1 . 3. 6) Results of test bores or other results f^ verifying the minimum depth to bedrock which occurs on the site: A test bore drilled to 10 feet on the highest point in the landscape of this area encountered no bedrock. Also, the pieziometric well drilling site revealed no r evidence of bedrock at 15 feet in depth. The locations of this well and test bore are indicated on the attached map (Exhibit 4.3) . •^ Field observations for these bores are contained in Exhibit 4. 4 . Additional information showing the minimum average soil depth for soils within and surrounding the proposed application sites was obtained from the Southern Weld County r' Soil Survey, U. S.D.A. , S.C. S. , 1975 . The main soil type in this area is the Nunn series , with associations of the Colby and rR Wiley series also found. Descriptions of these soil series are contained in Exhibit 4. 6. The soil cores taken during these soil surveys were 60 inches or greater in depth and no bedrock was encountered in these profiles. r" Section 48 . 2 .1 .3 .7 ) Alternative sludge disposal plans , names and addresses of generator, user and any r, contractors , and copies of contracts . The City of Glendale is seeking alternative sites for sludge application. However, locating and obtaining authorization to utilize another site will take several months. Because of the poor performance of 0. sludge hauling and disposal contractors , the City of Glendale intends to maintain control of its sludge disposal activities by actively f.. monitoring and managing a land application site. Name and address of producer: egi City of Glendale 950 South Birch ►^ Glendale, CO 80222 303-759-1513 Name and address of user: Mr. John Underhill 8206 Weld County Road 8 "; Brighton, CO 80601 r* 900421 -13- Section 48. 2. 1 . 3. 8) A screening analysis of the sludge: r A sludge screening analysis as well as the results of all sludge application analyses �. performed during the past year are contained in Exhibit 4. 2 . The sludge application analysis is ;performed r'' every two months . The sludge screening analysis is required every 3 years; the next scheduled screening analysis is in October, r 1990 . e, Section 48 . 2 . 1.3 . 9) Soil analysis of the site: Soil samples were collected from the proposed site on September 22 , 1989 . A minimum of 6 ►" soil cores taken to a depth of twelve inches and composited. This composite sample was well mixed and a sub-sample was submitted for Ps, laboratory analysis on the same day. The analytical results are presented in Exhibit 4 .7 . r- r- i r'^ r- r- 900421 ! -14- eTh r� i I'F r r SECTION 4 SUPPORT DOCUMENTS 1 i C r' i ri I 900421 -15- r- e"'*‘ r1 EXH I s I T 4.1 CURRENT COLORADO DEPARTMENT OF HEALTH AUTHORIZATION FOR THE LAND APPLICATION OF DOMESTIC SEWAGE SLUDGE 1 r^ r 77 r^ r r 900421 -16- r. _ STATE OF COLC)RADO COLORADO DEPARTMENT OF HEALTH of coto m.ai4210 East llth Avenue ��:� �,8� Denver, Colorado 80220 **WW2: Phone (303) 320-8333 I nine ice' Roy Romer 1 December 11, 1989 Governor Thomas M.Vernon, M.D. Executive Director r- Mr. Robert D. Taylor f" City Engineer City of Glendale 950 South Birch Glendale, CO 81222 RE: Notice of Authorization to apply voacotic Sewage Sludge i Brand/Underhill Site, MSMP # 0239 Portions of Sections 16 and 21, Township 1 North, Range 67 West Weld,0nunty r - • I� Dear Mr. Taylor, I Enclosed please find the Notice of Authorization to Apply Domestic Sewage Sludge for the above-referenced site. Fee payment, in the amount of two dollars per dry ton, may be remitted no later than the submittal, of the Self-Monitoring Report. Should any questions arise, please contact Mr. Phil Hegeman at 331-4564. r Sincerely, r, //i,4f" ,a-zec- i Robert J. Shukle Chief Permits and Enforcement Section WATER QUALITY CONTROL DIVISION rm r^ xc: Wes Potter, Weld County Health Department I Weld County Board of Commissioners airs p r^ Soil Conservation District I Steve Snider, FS Tom Bennett, GW/P&S MSMP # 0239 f d r -17- ,96O421 I STATE OF COLC)RADO COLORADO DEPARTMENT O'F HEALTH �oF!co�� 4210 East 11th Avenue � g Denver, Colorado 80220 *\G, y Phone (303) 320-f1333 f 4 Roy Romer ! Governor Thomas M. Vernon.M.D. Executive Director NOTICE OF AUTHORIZATION TO APPLY DOMESTIC SEWAGE SLUDGE i� PURSUANT to the provisions of the Colorado Solid Wastes Disposal Sites and Facilities f' Act, C.R.S. 1973, 30-20-102, and the Colorado Domestic Sewage Sludge Regulations, 5 CCR 1003-7, this Notice of Authorization to Apply Domestic Sewage Sludge certifies the City of Glendale as meeting all applicable regulations of the Colorado Department of Health and authorizes the r aforementioned to land apply treated sewage sludge for beneficial purposes to the property described below: f" Portions of Sections 16 and 21, Township 1 North, Range 67 West APPLICATION n shall be performed in accordance with applicable criteria of the Colorado Domestic Sewage Sludge Regulations, 5 CCR 1003-7 (as amended) unless the r- Department has issued a variance per the requirements of 5 CCR 1003-7, Section 1.D. f SPECIAL CONDITIONS sT if required are attached to assure compliance with applicable criteria of the Colorado Domestic Sewage Sludge Regulations, 5 CCR 1003-7 (as amended) . SELF MONITORING REPORTS i shall be subnitted to the Colorado Department of Health per the requirements r- of the Colorado Domestic Sewage Sludge Regulations, 5 CCR 1003-7, Section 14.G. r- FEE PAYMENT i in the amount of two dollars per dry ton shall be made to the Colorado Department of Health per the requirements of the Colorado Domestic Sewage r4 Sludge Regulations, 5 CCR 1003-7, Section 15.B. -18- 9iQ®421 n figs, rq RIGHT OF ENTRY rm to the application site is asserted by the Colorado Department of Health per the Colorado Regulations Pertaining to Solid Waste Disposal Sites and �.. Facilities, 6 OCR 1002-7, Section 2.3.1. for performance of whatever site inspection, monitoring and sample collection is deemed to be necessary to ` assure compliance with the criteria contained in the Colorado Domestic Sewage Sludge Regulations, 5 CCR 1003-7. r- VIOLATION s°, of the conditions of this Notice of Authorization to Apply Domestic: Sewage Sludge may result in revocation of this Notice of Authorization to Apply Domestic Sewage Sludge or the Colorado Department of Health initiating rm enforcement action pursuant to the Colorado Public Health Laws, C.R.S. 1973, 25-1-114, the Colorado Solid Wastes Disposal Sites and Facilities Act, C.R.S. 1973, 30-20-113, 30-20-114, and the Colorado Water Quality Control Act, C.R.S. f- 1973, 25-8-606. F.. TERMS AND CONDITIONS contained in this Notice of Authorization to Apply Domestic Sewage Sludge are subject to revision, addition or deletion subject to changes in operation, sludge quality or regulatory criteria. AUTHORIZATION by the Colorado Department of Health does not relieve the producer of r- compliance with applicable regulations of any other state, federal or local agency having jurisdiction. P^ NOTICE OF AUTHORIZATION TO APPLY DOMESTIC SEWAGE SLUDGE ISSUED THIS 11th DAY OF DECEMBER 1989 avid Holm, Director f 'au QUALITY CONTROL DIVISION Colorado Department of Health r- r- �^ -19- 900421 7 r- Fs, e r^ City of Glendale Brand/Underhill Site r- MSMP # 0239 Portions of Sections 16 and 21, Township 1 North, Range 67 West Weld County r .r — - 5051 o r -\, - / i \ I fr u'i�, I ' 15 �i , , � ' 1;�i B 1 v / '- 0,9 '. - _� r 1. ^+" — - ' i sooe I l _ . �O i i' 20 . l•-• ) ‘) . t.(4): ---- L_ , ' / c. 22 _ i`• • , i �' i'• \� Cr-, //. �_; � ,A !^ ••\ V • / Y� �i, .��;� / �a, 0 Jr.....—, r- NOT TO SCALE P Approved application area indicated by cross-hatching. Localized areas within the site which may be unacceptable due to slopes, soils or other site specific Fconditions are not shown. Avoidance of any such area is required. I 1 r- -20- 900421 t r ('s i City of Glendale Brand/Underhill Site MSMP * 0239 Portions of Sections 16 and 21, Township 1 North, Range 67 West r^ Weld County SPECIAL CONDITIONS The sludge application rates for the first year of application shall not r' exceed those identified below. Subsequent application rates shall be adjusted based upon appropriate soils analyses. r^ SLUDGE APPLICATION RATE (dry tons/acre) IF thoP: PARCEL IRRIGATED DRYLAND 1- A 2.5 5.0 B 5.0 7.5 C 7.5 10.0 r 1 Per the requirements of Section 7.B of the Domestic Sewage Sludge Regulations, r. adequate buffer zones of at least fifty feet on which no sludge is applied must be maintained around any water body or perennial streambed, or intermittent streambed when standing water is present. ( The City shall operate the site in such manner that the potential for odor generation is minimized. Creation of a public nuisance shall be cause for revocation of this Notice of Authorization to Apply Domestic Sewage: Sludge. n r I I^ s 1 P i R 1- -21- 9900421 �. f eas - r 1 EXHIBIT 4.2 r f 1 ,.. SLUDGE ANALYTICAL DATA P" I Ir' a r f 9'00421 22 n SUMMARY SLUDGE APPLICATION ANALYSIS REPORT Analysis performed from: January, 1989 through January, 1990 r Material analyzed: City of Glendale domestic sewage sludge PARAMETER AVERAGED RESULTS r Total Solids 23 . 3 percent Volatile Solids , sludge 69 . 9 percent of total solids P' Volatile Solids, influent 89. 3 percent of total solids r Volatile Solids Reduction 72 . 2 percent pH 7 . 0 pH units Organic, Nitrogen 1 1 .0 percent Total Ammonium - N 1 0 . 10 percent Nitrate - N 1 <0 . 01 percent Phosphorus , total 1 0 . 366 percent Potassium, total 1 0 . 075 percent Cadmium,, total 2 1. 9 mg/kg Copper, total 2 1344. 1 mg/kg {"' Lead, total 2 28 .0 mg/kg Nickel , total 2 14. 8 mg/kg Zinc, total 2 441 . 3 mg/kg r 1 : results reported on a fresh weight basis 2 : results reported on a dry weight basis q Analytical results reviewed by: ` /C� ✓ ��— John D. 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O I (^ -4 * -• O Cn O Z a v y C '0 CO0 CO 7I DJ 0 O. 3 Z — m O O O N a) A O r -+ c+ W , o a N O C O A X � N I c+ 3 Z co A Z CO •• Dc. cn \ � OO -I ID CO p .. -6 I N l N) Co < J v 3:no be 71 O O \ O -0• O N N CI Q O Z ? (A J A a Cn A Of Co W • cr A T -+- r Z O • In COCOr _ CO N Cn O. Q N f P • e I� co f r (w A`c`- \ G\ Q* 11, Y Y n 1 rz\ r) —z9— 9Q®4E21 .` N eTh r1 (;(c„acif„ 07 4 S/uO." " �nflutsr2�" 4.4e641/4 S/uej" John Snyder CSU Soil Testing Lab r Colorado Resource. Management Room 6, Voc. Ed . Bldg. Fort Collins, CO 80523 303-491-5061 Date Rec: 6/28/89 Date: 8/7/89 Billing : Sludge Analysis ' r I P Lab Sample Volatile Total Total % Organic # ID # Solids Solids N* NO3—N NH4—N N 7' R6685 SL-68 70.54 24. 60 0. 76 0. 002 0. 117 0. 641 * Total N includes NO3 Total Lab Sample % ppm ID # pH P K Zn Cd Cu Pb Ni R6685 SL-68 6. 8 0.360 0.087 507 2. 6 1630 33 18 r r" 96 Lab Sample Volatile # ID # Solids R6684 IN 17 95 .57 I R o. 900421 ' -30- res41 eat r l .. 77 _ 17 z m co n t•_ a ID * N * tb • X O S r N 17 cn O- Co cr � + 0 7 • O � O r z ., ro Co � m r HW 3 • m Oi „ oD � MI •0 t to i 2 x O u O s � y ID CD M A 7 r o w 10 < < 0 3 In CD Co OO O> O CO 0 Co � N 3 Ir v X •-• N --.Iy N rF !. tp 11 •O O' Co a J IA al �1 CO (D m A tT 0 O Z co X O rr 2 —. 13 m �^ O O. •-.1 O. DJ co m � w 3 7 V F - CO Dt O O 17 t* O r N 3 N • N Cr) 3 W 3 Co -i rr Co .. 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Z CJ \ O J. O --I o I w mrn300 O Z Ww a N CO y N • (!) Z 0 m .4- O a 3 o O • ro w v CO v r r N O N Co U1 0. Cr" 7N C• O • Co O O 7C CA O 7 r 4\ 5. \ ' FG1 c `a � � � -32- 900421 � r rig% n r . 73 o r r r a o 0 w a4 a w as a w a s c+ 7• r• P r-• Cr o-+ Cr m O 7 J J J -; W N N X a N CD n J i CO N (n n O K '-I H a N I-1 a (n •-1 a •• 0- Z 03 r O3 r 03 77m rq. 1 v I 1 v •-• m 's f N 7h J ai J iq r-• Uf 1-• m w m W m \ O N C N C < \ n O CO CD D• 2 N O a O 0 O 3 h a CO + lH J -op off 1 . 7 kO r, m 71a d o I —• 1 In COc W I /n m a to t-• I O m 3 O bH m -, (n 7 r 0 fF a O C in O N O Cl 7C O -• <t 2H CO O O- a m 01 vi {II J w J a 7 * ...4_I o ,..c r. O O Z h OH n <4. In N �K a -�• a a 7 CO In -r O -I a O Z h r r __ J N 0 W WO 7 O 1 3 n I-, N Z J -0 o. 3 z — a oa o u,m �• 0 �• 2 v c+ W -3 O a e UI A a 0 A-0 -. CD 1 rF 3 N O 13 A (n z O O Z 7 4000+ 0 O n F+ r O W O � I � Z O o 0 O 0 _ 0 -I v za aH � rn7 n m ►r Chn o + n m -• 00. 7 O • CO Na Z l!1 r. CO COr O •-• CCOa Vf o_ cr N(o W • E • I r. t.„, C r r 4tT r � n IL M ("' -33- 9004.21 T \ '4) 1 tm i f i Environmental Monitoring Services, Inc. r SLUDGE SCREENING ANALYSIS REPORT t F. DATE Of SAMPLE SUBMISSION: October 16, 1987 (Volatile Solids submitted December 10, 1987) r, DATE ANALYSIS COMPLETED: November 6, 1987 i (Volatile Solids completed December 15, 1987) ANALYTICAL WORK REQUESTED BY: City of Glendale SAMPLE LOCATION; I .D. NO. : Glendale Sewage Treatment Plant; Accu-1 , SO-4, SO-5 r" rPARAMETER RESULTS Total Solids., Dewatered Sludge 20 percent Volatile Solids, Dewatered Sludge 78.7 percent of total solids Volatile Solids, Influent 87.8 percent of suspended solids pH 6.5 pH units Organic Nitrogen 5.6 percent Total Ammonium 0. 16 percent r Nitrate 0.000091 percent Total Phosphorus 2.0 percent 7 Total Potassium 0.285 percent Conductivity 25,000 mhos/cm Aluminum 2750 mg/kg Arsenic 3.5 mg/kg r Cadmium 2.5 mg/kg t Chromium 110 mg/kg Copper 2000 mg/kg r Iron 5,600 mg/kg Lead 74 mg/kg Mercury 0.37 mg/kg Molybdenum 9.5 /kg Nickel 16 mg/kg ` Selenium 8.6 mg/kg Silver 8.0 mg/kg r Zinc 640 mg/kg '. PCB's less than 0. 1 ppm r ANALYTICAL RESULTS REVIEWED BY: � ��. r John D. Snyder Soil Scientist 201 North Link Lane 55Rea ins,CO 80524 (303)224-5368 960421 �^" r‘ (.4.1f VOLATILE SOLIDS REDUCTION CALCULATION ((Coy ScrCeni"5) nf‘ Si S FORMULA: ( VS in (%) - VS out (%) x 100% = VS reduction (%) VS in (%) - [VS in (%) x VS out (%) r. (NOTE: percent values are expressed as decimal equivalent In calculation) I i CALCULATION: r7 0.878 - 0.787 x 100% = 48.66% VS reduction 0.878 - (0.878 x 0.787) r r, i r r ra i r r -35- ;900421 r � � r r 1 t ' �., EXHIBIT 4.3 r ' MAP OF PROPOSED SITE f r r 9'60421 -36- I r n � MAP OF PROPOSED SLUDGE APPLICATION SITE WITHIN TOWNSHIP 1 NORTH, RANGE 67 WEST SECTION 16 r /51O 1 / `�..J le e ti r _ .)i? � 6 ' • r `, ; _ E \ NORTHERN SITE/ l l Y _...:, -� �' I� ,f r (/‘ .� . - _ - I • ( X 2 / It '11 �.` ° o �JVCR 8 �.� .- 2� x , • sons ) r soesl� ' / • J . i / / O �" / ./ • X050 6 / 1 C/ . . _ • •,. / 006 r ,)f .. .._ • -tom / /- -. �/ � •'1/4 :i.i:=i- _,;;;.:::-:= . \ot! (,...„.- .,.„ _ -1. .7. - / f 0 0 SCALE 1" = 1/4 MILE ' I I I i I I 0 1/4 2/4 3/4 4/4 MILE r NOTES : 7 1) Property boundaries are marked with a dark line. 2 ) Actual proposed sludge application area is shaded. 3 ) Test bores are marked with a 'T' followed by a number., 4) Monitoring wells are marked with a 'W' followed by a number . 5) Occupied residences on and adjacent to the site are marked with an 'X' . r -37- 99 0 421 et, ,r 1 r� i r r EXHIBIT 4.4 I FIELD NOTES FOR TEST BORES AND MONITORING WELLS i f 90O421 -38- Fc g, /No f1 rR S OG at erpiSi ! r., Sc fs.r. 2 !_ , %•Co —�o�yc 1' c-+'c tr _ ._ _ _ 4 _f 9- 0004211. r f i,c/EC/r) ✓!moo i ES e--t," v4..,e..• *eit) (Pc"? 3 � aj r . ...... ex-42- ed:e.....4_ 0 5.„42.,,,4, r . _ Or_ribl- ___441,/ e,4.,,./- I _6:...11717_,___A_ez.:!& la/ y H :At,"....- .. r. orJvr 1-1.4(el op r A-01. s.It 1 .,s_._ey..-m 16 Ts N i 0 6 F it/ -,- f�., . Li-e-// (v .2. ) __,-_ _ _. i /- enk% .e- ah __�,„., _._Q t l� � law 4,...._J. , . "vo, ri/-o c, . C ..... G.r.,7'�.�..-A.14 1, -.3- 04--P . . - --: G, -i..-_____4__: _g____ _. .0 � �.-. w __.__. _._.. c� .sco0 l� 41-/-lei.::: ,`r/C,erzf-e-49 °c'`'c, f:tr.c;.c..._ r -- --- -- ,4".s1,-- b..,e-t 6:2 - _ -- .. . ...._-_._ r" ,dep,,z4 /0 • ......____ __...... r `04 4 7/.,,, e Mir (.4(e-s_0077 4.. Yr.,!l �ary�t7lr 4, ( "-rt.u,et ,a, � 1 t TZ cv.n -_. tsar. '__ / rIn)J K S : . /jJ /j �c- S d,/tee-/ _-�....4:-.,-, r'^,T.(>.. �/�f..,e.6, 6....4, ,4.,-- /" e...." / / -rei/ -5. ," . �is 4,4"---____- _ -_-__.<:0,—/ c'oh .mac,� �a .0T�T r6DR'1 _�� _..._ .___ _,_ . s d �� D � t e , e,....`-‘,. / 0.,-..,_,/".__. Cam► c4.?.t«. _ r .. /`2 St4re7 /6 S. )4L t_pre., Sl, r v -re,.4 ..irG.T,c ____:—.i_<- a— ' 3. �� .__.. ,? v vic •s •c. c✓ S •Ger 1.- m✓cam.' iy e� �-� S"v, /-7-4.---,7 ex-,-- . S.....--‘te ..-_---)-1-4)K .S .7"..-1- S<< .5-/4...) L 4c .71i:n-,�.. o _r. or-44- ecz S f- s, dte-.- "AO"2, -e_.- _ j d" 5 fwd s,e rse_g.,„- ' y ...-2...0 /�d-.,,,c t e-.4-�° ,de.....1-!ec:p.,_ ,!_,..7._ €2..,„,..,„ i zs,),-, s , 9004 , 1 . r r r- r EXHIBIT 4.5 REGISTERED WELL INFORMATION r r r f r r r 900421 • -41- ..... .... ............. A 7 ,r♦ n y{. • \ ,rte y ., `' nLORADO DIVISION OF WATER RE4 ?JRCES ppp`NI MUST BE SUBMITTED BECESO 1313 Sherman Street - Room 818 - n..l �yIT iriE:0 DAYS OF COMPLETION Denver, Colorado 80203 - r- .;.'ONTHE WORK DESCRIBED HERE- S+E�P `� ' �ON.TYPE OR PRINT IN BLACK WELL COMPLETION AND PUMP INSTALLATION REPORT ie r INK. PERMITnXt(t'll ann 131570 WPM MOWN* �•* _ SIRE 1t:Na4 a WELL OWNER SKIG S. NAKOGAHA NY % of the NW % of Sec. WO z 1 („ RN ADDRESS p• 0. BOX 29532 THOTON. COLA. T._i___ N , R. 67 _i[_, 6 Plv I DATE COMPLETED Oa. 3n , 19 8.3. HOLE DIAMETER . . r WELL LOG �in. from 0 to�—ft. - Water From To Type and Color of Material Loc. in. from to—_ft. 1." 0 2 2 soil .. _ . in. from to__ft. 73 clay 73 74 coal DRILLING METHOD rotary r 74 84 shale sticky grey CASING RECORD: Plain Casing 84 123 shale Size 658 & kind steel from 0 to 573 f 123 366 coal 31.4 351 coal Size & kind from to f 361 30 shale coal 34+, 39, shale Size & kind from to f r^ 394 13999 coal E 399 490 shale Perforated Casing 490 502 sand 502 518 sandy shale Size 658 & kind steel from 573 to 715 f r^ 518 550 sand 0 550 586 brotrn sand rusty top soil Size & kind from to f 58 hard rock 586 624 good sand X r' 624 629 shale Size & kind from to f ! 629 633 good sand X 633 645 Shale X GROUTING RECORD 7 645 651 sand 651 674 shale Material cement _ 674 690 silty sand X 690 715 shale Intervals constant 0.573 r I Placement Method Pumped r^ GRAVEL PACK: Size nterval r" )-.t .. TEST DATA . . • Date Tested ANC. 30 ' ' • , 19 $ r^ Static Water Level Prior to Test: 335' ' ' Type of Test Pump air lift - Length of Test 4h.x n r . A t. Sustained Yield (Metered) _ 20 f TOTAL DEPTH 7151 _ Use additional pages necessary to complete log. Final Pumping Water Level 4b01 r -42- 900421 _ '. (73 '" 'x 4 1967 : vgal STATE OF COLORADO` d� , -` --' DIVISION OF WATER RESOURCES ��'�;I1' �:I` l 'J` OFFICE OF ,THE STATE ENGINEER- -- - FEB 171962. - - . _ _ . , _.. O -_.. I '1 Wi;Trlt SEC[. MAP AND STATEMENT FOR WATER WELL,FILING VJ`L /7- c1 r tired�- PERMIT NUMBER 2'9� 3 z3` -1.3` i STATE ENGINEER_ ....- 1,. - w all men by these presents: That the undersigned Sam Radulovich r ��A0 unant(s); whose address, is 9-t-,, 1- Rw f,7 , City Ft, Lupton_ , • ,ta`tes Claimant(s) is (are) the owner(s) of well No. 29691 located as shown on the map belowWork, total number of acres of land owned by him'(them) to be irrigated from offs'wellnia rY. 191iZ; the; w'as commenced on this well by actual construction 1/1,L n Y oar;e sted capacity of said well is '- 37 "-- (gpm) (cfs), for which claim is hereby made for_,.,�— •'"' acre-ft. ; and that the u poses; that the average: annual amount of water to be diverted is �orementioned statement:lare made and this map and statement are filed in compliance with the law ,•' _ - .. ' State of_Colorado-._ : • _- ) - ss Claimant(s) i County of ) .._ Subscribed and sworn before me thiG day of ,f _ 19 My Commission expires_ Notary Public - - - . - ... .. .. L.,' _ —, •:. . MAP • . . FTHE WELL SHALL BE :LOCATED WITH REFERENCE TO GOVERNMENT SURVEYICORNERS OR ` ' MONUMENTS, OR SECTION LINES BY DISTANCE AND BEARING. . - . . . : .... - ,- , feet from (North or South) section line ' `" j feet from (East or West) section line •- - s . FIE- WELL IS FOR IRRIGATION, THE AREA TO BE IRRIGATED MUST BE SHADED OR CROSS HATCHED. " The square below will be used to indicate the location of the well and the.irrigated la.nd. • 3 W, 3N, 1/2W Sugar Factory Brighton, Colo. . ' --WELL LOCATION r^ - - - r - - I - - r -.- - ` r 6 � . _ - Weld County , .. ,- - , - *--L — +---•-- *'.-- + --• NW 1/4 NW 1/4, sec. 21 ` Atli p.m. M.__ _� --- r - - - - - r - r - - T, TM , R. A7W —, , I .. I � , Ground Water Basin o::,:::::,:: C , I ' J • i E-- Water Management �\1'I!i ,.) 0,'"- i - I i i , District i 1 i Domestic wells may be located by the I 1 . , _ i 1 mi. following: LOT ,.-,'_ 'BLOCK , , , I - - , -, --, SUBDIVISION - - - + - - L - - i - - - - - t - - - , I ' . -,- I �...:._ .... 1. _. -...,. ._ _ 1 -- ACCEPTED FOR FILING IN THE-OFFICE OF- THE STATE ENGINEER.OF COLORADO ON THIS-; DAY OF - -43- ( State Engineer 900421 LOG AND HISTORY e+‘ ± WELh' LOG JY I r?.:: • WELL DATA _ • y 3 a Ground Elevation_ t '�a��o- Date Start ed 1 3 'aer. Type Drilling }2ritary - - Date Completed 2/7/67 y.- Water Hole Diameter: ` - From To ----- Type of Material' Loo: Perf.' -` • 7 7/8 in. from 0 ft. to ' 480 ft, • - _. . . 5- 5/$ - in:-from 480 ft. to 675 ft: 0 • ' 8 Clay` r v''t --- -- -. 'in. from ft_ to ft. t ,x ... 60--_ Weathered .. ._ • 8 J d'Shale r _ _. 60 240 -- Dark- Shale' c _. ' _ - " CASING RECORD 1 240L 242. Coal,, ' ... Cemented from 0 - 480' 242, 264 :. Shale ;, :, Plain Gasing 264 265 Coal ' " Size li5,/kind G+anlfrom._.�-ft. to assn ft. 265 283 Shale_ Size— , kind_from to ft _. _.- .. . . _ .. _- - - -- 283 284 Br. rock r284 295 Shale Size—, kind from ft. to ft. Perforated Casing 296 317 Shale ...--_ Size4_1/,2kind cteefrom 473 ft. to F175 ft. 363 366 Coal Size_ , kind from— ft, to ft. 366. 375 Shale_ ,,- 375' 381 Coal` , . ) '' Size_,. kind—from_ft , to ft. w 381 450 Shale . �: TEST DATA Feb. 7, 1967 r450 451 Rock _ Date Tested C 451 457 Shale Type of Pump Airlift 457 460 Coal Length of Test 4 hours 1460 " 469 Shale ' '- ,. Constant Yield 35 awn 469 472 Coal Drawdown Static 163' 472 490 Sand & Sandy clay`. PUMP DATA- (To be filled in) ' - r 490; 499 Shale . X X Type of Pump `�- '"Submercible- - a d & Sandy clay ' X ' X Outlet Size 1 1 /4." 2 an f & sandy clay X X Driven by Flnctriri*i 2 by A haHorsepower 2 hp t Use additional paper if necessary to complete log and attach. DEPTH TO "tA.E; 163i - ___ .__.-._..._._ --. -. ._:_:.._ - -. - WELL DRILLERS STATEMENT 675' State of Coloyado ) ss TOTAL DEPTH County of i! l74-)723 _) - - - - beinc, duOiworn, deposes and r says: he is,.the: driller of the above described well; he has read e e d st tement, ows the content thereof; 'an the same is true of his own knowledge. , 3 .. - - -- - r „d (*), ,_ 47 _ _ - License No. Subscribed and sworn to before me this •C =` day of .- 19� ,.--••,.--••My Commission expires,,^ r /7 , 187C. y j!.a-t"-p.�"-:"....-1.,,_,..,-....7.,..(--. ; Notary Public - t FORM TO BE MADE OUT IN 9UADRUPLICATE:_...... • - . .9.L, 0421 Original WHITE (both sides) g Triplicate GREEN Copy must besf}iled with the State Engineer within 30-days after well is completed. Duplicate PINK copy is for the Owner G YELLOW copy for th₹'DAlner. WHITE FORM MUST BE AN ORIGINAL COPY ON BOTH • SIDES AND SIGNID.-_... . .-. ... _ . . - -_.._..__..._.. _.. Ls?. RECEIVED . j COnRADO DIVISION OF WATER RESOU �' SEP 1 L 1979 roRM MUST BE SUBMITTED 1313 Sherman Street - Room 818 HIN 60 DAYS OF COMPLETION ` Denver,-Colorado 80203 ----�._ YIAtFR ItESWNOFS - THE WORK DESCRIBED HERE- % iT14E QtutiRcE }�`� TYPE OR PRINT IN BLACK WELL COMPLETION AND PUMP INSTALLATION REPORT . GINEEll K PERMIT NUMBER 100630 fELL OWNER EVERT LORENC]+ ` "'";y �. SW Y. of the SW %of Sec. 21 ADDRESS 1138 E. EASTER CT. LITTLETON, COLA. T 1 , N , R._62—W_ 6 P.M. FATE COMPLETED AUG. 2,2 19 22 HOLE DIAMETER WELL. LOG 778 in. from 0 to 60 11. - - Water 538 in. from 6o 720 ft. IFrom To Type and Color of Material " " .- Loc.- to 0 50 clay in. from to ft. 50 54 sand DRILLING METHOD ROTARY 54 148 shale CASING RECORD: PlCoilingainCoiling148 153 coal r153 300 shale Size 458& kind steel from 0 to 40 ft. 300 303 rock 303 410 shale Size 4-___i_& kind steel from 40 to 600 ft r" 410 4.5 coal P 415 430 shale Size & kind from to ft. I 430 435 coal 435 535 shale mixed, coal Perforated Casingr 535 547 sand 1 547 549 hard rock Size 1_4___' & kind steel from 600 to 720 ft. 549 556 sand. r556 590 sandy shale: Size & kind from to ft. 590 693 sand x 693 700 shale Size & kind from to ft. r 700 705 sand x I 705 720 shale Ie GROUTING RECORD 1 Material cement Intervals constant P Placement Method Pumped I - �� GRAVEL PACK: Size I nterval r.. rTEST DATA / , , - , Date Tested AUG. 22 , 19 _7_9 r Static Water Level Prior to Test_ 265 ' ft. ' Type of Test Pump bailed <• ' Length of Test 4hrs. Sustained Yield (Metered) I TOTAL. DEPTH 720' I ` Use additional pages necessary to complete log. Final Pumping Water Level _1+5' -4s— I 9'00421 ^ RECEIVED C(c f)RADO DIVISION OF WATER RESOrVES \ ;;;�- A.MUST BE SUBMITTED - 300 Columbine Bldg., 1845 Sherman St. PWI Q 7 '74 60 DAYS OF COMPLETION I . Denver, COlOfedO 80203 _ - -- E WORK DESCRIBED HERE TYPE OR PRINT IN BLACK " WELL COMPLETION AND PUMP INSTALLATION REPORT MATR�ElallaeO _ f,. _ STATE MIS INK_.,-- :---. _. ._—. .. _ PERMIT NUMBER ... 73552 Coto. . . ,VELLOWNER RANDY & "RARRARA WOLF SW '/. ofthe S_W _%of Sec. 21 rl1r-ADDRESS , i f ROO WADSWORTH RL11n_ r # 3R T.1— A R. 67 X61_, 6th P.M. DATE APRIL 25. 1974 , 19_ HOLE DIAMETER r J -- __ WELL LOG 7 7/8 in.from 0 to 2 R .ft. - " !+ . Water :' -- 6 1/8 in. from 22 to 700 .ft. From - -To - _ 7 Type and Color of Material -' - - Loc. - r f1 0 35 Brown Sandy Clay in. from to ..ft. „ DRILLING METHOD ROTARY— R4tTD 35 220' Blue Shale CASING RECORD: Plain Casing '220 398 Hard Blue Shale , Size6_5/B& kind Stepl from 0 to 22 ft.398 405 Coal Siz ft. ^405 540 Blue:. Shale._,with Coal., ��& kind Stpp1 from (1 to 5110 • 540 635 Fox Hills Sands 635/ Size & kind from to ft. I,, . r635 • 648 Blue Shale - Perforated Casing 648 700' Fox Hills Sands 648/ Size 4 1/Bl kind Stppl from 5h0 to 700 ft. (^ ! 700 Size & kind from to ft. r Size & kind from to ft. - • GROUTING RECORD f^ Material Cement -- .. Interva(S-0-22 400-5L.n I" Placement Method Pump (^ ._ _ _.__ .. GRAVEL PACK: Size tt - . ___ _..._, ___ .__ Interval Run cementing casket at 540 feet TEST DATA Date Tested April 25 , 19 24 7 Static Water Level Prior to Test 250 ft . i" . Type of Test Pump A i r & Rs i 1 pr r , . Length of Test 6 Hoare Sustained Yield (Metered) 1 6 GPA _ - TOTAL DEPTH ' 700 feet Use additional pages necessary to complete log. Final Pumping Water Level 450 f ept r _.. -4fi= - i 900421 4� orte- . , • -DITA1Jr TPA, c' c CrbRADO DIVISION OF i4ATER RESC�CES �C`�`.; AIS FORM MUST BE SUBMITTED- -f 300 Columbine Bldg., 1845 Sherman St. , wiTHIN SO DAYS OF COMPLETION' / Denver, Colorado 80203 _- — -N�2:\ _ )F THE VVORK DESCRIBED HERE- _ UPG t r)N.TYPE OR PRINT IN BLACK,/ WELL COMPLETION AND PUMP INSTALLATION REPORTC.4.,..- a EE -r R - — 8122 INK' i PERMIT NUMBER ; OltCGL0 M4. ! `WELL OWNER Alvin K. FYchter n't G of the IS _'/.of Sea 21'" 8706 Weld County Rd. 8 • raDDRESS BrIzhton, Colo. 80601 T.' 1 N R. 67 _ x=-- -- 6 P.M. GATE COMPLETED- ---- Dv Isis' ' Oct. 15. 1975 ; 19 HOLE DIAMETER :v` --- [ r— ` I-- WELL LOG R in. from n to 491 - ft.----- Di.;;Ozn ;s_ Water t +'L `J 3;:o):L From To . - 1�- -Type�and Color of Material - - Loc. - - 5 5/R in. from 491 to 7r11 ..ft, - �<.> t 0 10 Clay , »!t 10 71 Weathered shale in. from to .ft. 71 93 - Dark shale!: , - - DRILLING METHOD Rotary 93 339 Shale--& Rock layers CASING RECORD: - Plain Casing --- r 3,9 340 Coal Size6 ' s & kind cteel from 0 to 491 ft. 340 366 Shale 366 369 Coal Size & kind from to ft. r 385 j86 Coale & Ito ak layers ,.....F. :+`i` l:, d , T'=' .:_• . Size & kind from to ft. 386 395 Shale - ---- - -- r395 599:. - Coal i:a 399 418 Shale Perforated Casing . ;Evt 4 18 420 Coal Size 4 & kind steel from 486 to 701 ft. .; 420 • S422 Shale !s.__. x422 425 Sandy clay Size & kind from to ft. ' 425 432 Shale - ,.,.. .:. r432 434 Coal Size & kind from to ft. 434 447 Shale r" L47 448 Coal _.. . 448 458 Shale - GROUTING RECORD ,38 462 Coal Material Cement 462 470 Shale .: - -- 470 472 Coal Intervals n--liol' r472 480 Sand - 480 488 Shale Placement Method Holl;ourtort 488 498 Sand & Sendy clay S h 9 507 Shale ., f 307 614 Salad, &•_Send* clay. -- - '- $ GRAVEL PACK: Size 614 619 Shale Interval 619 690 Sandrock 1' & Send X _ . ' . r 690 701 Shale. . TEST DATA. - - _-n7 .?s-n_ �^ Date Tested on,. 13, tp75 , 19 — f Static Water Level Prior to Test_ 252' ft. , ,, ). I / l r Type of Test Pump Rsl;,r ; - � ,' Length of Test 9 'rrs , .. Sustained Yield (Metered) X25 (7.7"vTOTAL. DEPTH 7011 Use additional pages necessary to complete log. - Final Pumping Water Level 32o • 7 , , , 90421 - T r • I ' „ CRADO DIVISION OF WATER RESC 'CE3 ^ ` ‘'l �ECE.VEdJ IS FORM MUST BE SUBMITTED � -i 300 Columbine Bldg., 1845 Sherman St. 9�� - �+fWITNIN 60 DAYS OF COMPLETION --: Denver, Colorado 80203 ,.t-___. . _- - 0.6" •_�4 g^•}�5 � r3F THE WORK DESCRIBED HERE-�� .. � . ,73F THE OR PRINT IN BLACK WELL COMPLETION AND PUMP INSTALLATION REPORT ..INIC , . , -�� -� -�� - 1t PERMIT NUMBER.- 68758 � smhOo.a- WELL OWNER GLEN A. LEFFORGE ' SR 1 % of the NE _'/. of Sec.' 21 ,,ADDRESS 3095 S. CLERMONT DR: DENVER T•• 1 _ N -` R.� li_, 6 ' P.M. DATE COMPLETED MAY 1 'I - _ , 19 Z HOLE DIAMETER . : _ r 7 78 in. from O to 60:i vit ?_.- .:1 1 1 S •- WELL LOG Water 5 .o�..t jrt From t - To " ` "Type and Color of Material - - Loc. - 5 R in. from 60 - 690 _ft.- err-` O 36 clay .: .;: _.. z rims: 36- ._ 128 shall . 't - in. from to - _ft_ - -- -- - 128 173 shale and coal i DRILLING METHOD ROTARY •173 174 hard rock. ` CASING RECORD: . Plain Casing` ..-- -_ —._ -.___ '— _174 199 shale Size 658 & kind steel from O to _n_ft. 199 2OO hard rock' • 2OO 219 shale Size & kind steel from 38 to 606 ft. r 219 223 coal - - 223 242 shale Size & kind from to ft. 242 246 coal t,-s::.;- a.: ri, 246 -. 293 shale _ _-. _ [ 293 294 rock Perforated Casing. 294 397 shale hard streakes Size & kind steel from 606 to 690 ft. I 397 483 shake streakes coal _ _ _ - ,_ .,:C:c::. 483 504• sand Size & kind from to ft. ' 504 551 shale mixed coal sand r.rr: •_ -- 551 560 sand iron. stain Size & kind r—from to ft. 560 617' shale sand 617 683 sand __. x 683 6990 shale sandy GROUTING RECORD r Material cement Intervals cnnwtant Placement Method Aumved ...____. __ _ _.. .- GRAVEL PACK: Size _. . _ .. . ... _ ____ . . ._ Interval TEST DATA .:;..-,_:_on:. y;,-. [ - ... _ Date Tested MAY 13 ; 19 _74' I- Static Water Level Prior to Test; • . 220 ft. r Type of-Test Pump v 'bail erl Length of Test i 4hrs.'•' ; , (" Sustained Yield (Metered). 12'' ';1 TOTAL DEPTH 690' � /r r:, 1'I Use additional pages necessary to complete log. Final Pumping Water Level • 285a r _ —48— _ .-._.._._ .. r 5100071 t ' . r ,....��r `� -r r �_ •t` jRADO DIVISION OF WATER RESOI ICES C`rt\ - T-,;fORM MUST BE SUBMITTED ' 300 Columbine Bldg., 1845 Sherman St. - - `1 .1` HIIiN eo DAYS OF COMPLETION - Denver, Colorado 80203 _ ..- .. _ _.. _. .. �23-1 F THE WORK DESCRIBED HERE C+W" �� M „IN.TYPE OR PRINT IN BLACK WELL COMPLETION AND PU P INSTTALL�A/TION REPORT �, PP e INK..- _—- fil---- ... ... PERMIT NUMBER Al 87 1 / - -----�1_. . .Ng�.� EVE LL OWN ER /O.�X�1.f�f./:1� •- kw y of the /aV.�/�i _% of Sec./ _ , riDDRESS�_� dd . : , / - Id , R. L�J l if .J.- P.M. DATE COMPLETED-. IAr / 9 , 197.1--HOLE DIAMETER r " WELL LOG i �in. from t2 to ` �f�.ft. --- - Water ..`.. i _� _I(i/_L. ...-.. From To ' Type and Color of Material - - Loc. mod_m. from to ft.- "" o b i . 0 G � DRILLING METHOD ' CASING RECORD: � Plain sing 76 � � :__ `` _ dig ft. ,/ f� Size ��& kind y,�L / from /� to ��jj I7Jt ��T _ Size�2r-& d.�./-�f S_Ato1dSl2_ft. n'� D6 - - kin g� t. r- I�� ll �J_ Size & kind from — —" to ft. rc3`/ 3/� ��`C, ��i Perforated Casing 6 """ Size � kind from �to fL 1 f ft. 4)-9 he � Size & kind from to ft. ri libi`f88 . tom - iaTie Size & kind from to ft. If88 `&5:3-. �n�.�-- c✓1_g �AG GROUTING RECORD{ A �^n .,-.-� dSball .571 5 71.a- Material l/IJ.-- v Iy�K J,� �-f'�M� 4.-„Lick Intervals l�'e'7"� ///� /'��!_ //l�.y5r��,, ��/J Placement Method —� X1/4" ./�" &IBS lam! �H44 ,.- / /o- I_� .- �„..„% _ . , GRAVEL PACK: Size U// �� i! /J /J��!>cs£'lF�L Interval r. v�� G 1 - - TEST DATA . �`�//�/ T Date Tested ' i CC�.t� -1_/1 , 19 Static Water Level Prior to Test_ "2--. C) ft. r Type of Test Pump � --- l Length of Test ' , TOTAL. DEPTH Co 9/ / Sustained Yield (Metered)_T�"", ...f , Fuca51v f Use additional pages necessary to complete log. Final Pumping Water Level r —49— ... ,9®0421 �. FtECEtVED ar 'L . . . . ._; I s -. s CCU 7RAD0 DIVISION OF WATER RESO ES -ra .ASFORM MUST BE SUBMITTED e • - 101 Columbine Bldg., 1845 Sherman St _ - OCT1 O X73 - w �g7611N 60 DAYS OF COMPLETION �` Denver,Colorado 80203 •x;.... liL1 1 �F'THE WORK DESCRIBED HERE- V - - CC M.T'PE OR PRINT M BLACK WELL COMPLETION AND PUMP IINNSTA�97A ION REPORT` wtrEa � � INIC4`. ,- ' PERM NUMBER b D s / i SIAM M�� . YELL OWNER S '/•of the / C 4 of Sec. .7--):,ty rDDRESS 1 ,. I IQ Z T. N , R.—L.__{1/ , 1 P.M. l DATE COMPLETED , 19 13 HOLE IAMETER p r WELL LOG �JG in.from b to 1L ft Water From To Type and Color of Material Loa in.from_a_to"122_ft rD /-1 ' in. from to .ft .. ' I I is / � .. �$ Jjej• CASING RECORD: . Plain/Casing l/�, E gs e 7 wI Size & kind .�e�._from © to T/J ft. � 7 qlo � tD(� S"L_ft. I q� 4g. Size 1L�& kin from g -1 Size & kind from to ft. /.-"d-LCl Perforate Casing 0 A Size `/y& kind from �fito jailft. �j ".--Qd Size & kind from to ft. •so -a-95 . rS 3-0 5 1 Size & kind from to ft. 0� 1 %' j) g.3-7.— GROUTING RECORD i32A393 Material �r--1'1-c�A (� 3 3 0-31 I ntervals 0-00- /1-<'�" I �9 ab0 .2 �b0ab�' Placement Method vv •�r I° GRAVEL PACK: Size "i�T/OD ;T/ Interval 4,20 L:-.)c.5-p 'LAO � `06� TEST DATA 40- �,y e /�1 /J Date Tested Z , 19 Z Static Water Level Prior to Test`.' 1 �-�-a/ ft. / 7 (alI �� . Type of Test Pump 7 0/41 4 �/ �- L.� Length of Test l .-14,�,. ` ) Sustained Yield (Metered) /� Fr- TOTAL DEPTH tO ?/ Use additional pages necessary to complete log. Final Pumping Water Level _n2 4, (" -50- 9C0421 . COLORADO DIVISION OF WATER RESOURCES &LA./ ,LIZ + `9,? r �, f - _ 101 Columl Bldg.,1845 Sherman Street,Denver,Colorado 802O ary JAN 19' o03 .,. It .. PRINT IN BLACK INK. APPLIL. I.'ION MUST BE COMPLETED BEFORE A..-:;EPTANCE, REC�i�v��n�i`n� w �.N S REst2 WArzs ,n, f, ON FOR: GROUND WATER TO BE USED FOR: l';'" r�'1 �"Y PERMIT TO USE GROUND WATER X DOMESTIC (1) A PERMIT TO CONSTRUCT A WELL LIVESTOCK (2) t.- ) REPLACEMENT FOR N0. MUNICIPAL (8) IRRIGATION (6) , A PERMIT TO INSTALL A PUMP OTHER OTHER ua' . )O.9u f,a: WELL LOCATION ' �y ,,!, .CANT JERRY D. SLAUGHTER COt�NN Y WELD • et Address 14741 Huron Street Idz LIZ /{of the SW -� of Section 21 �& State Broomfield, Colorado yon Lo T. 1 Nor�th , R. 67 West -of r'-i0 6th P.M.** IN ADDITION TO THE ABOVE, THE 'WELL MUST BE hone No. 466-9130 (Offc. #936-0677) LOCATED WITH REFERENCE TO GOVERNMENT SURVEY 'OF AQUIFER GROUND WATER IS TO BE OBTAINED CORNERS, MONUMENTS OR SECTION LINES BY DISTANCE AND BEARING (DOMESTIC WELTS MAY BE LOCAndi BY K: 1. ?ici kr ti-- Fa X LOT, BLOCK, & SUBDIVISION.) // • ** Excepting therefrom the North 262.3 ' : SID TOTAL DEPTH OF WELL to fl s Ft. ft. £ram section line (North or South 7ATID MAXIMUM PUMPING RATE S GPM ft. from section line (East or West RAGE ANNUAL AMOUNT OF GROUND WATER TO BE LOT BLOCK FILING # �)PRIATID Acre-feet SUBDIVISION IPATED GROUT PROGRAM ial G n� mt rJ L Ground Water Basin D-P )2 Lie ,/,/ . � . Water Mgmnt. Dist. rvals © —' LI 4 +3 rI ) ( Anticipated drilling date Feb. 2, 19 72 cement Method Ty 4- ii / 06 u r'1'o in Owner of land on which well is located: 5SID CASING: JERRY D. SLAUGHTER in Lp / ° in. from Q ft. to 2/SS ft. Other water rights on this land i" �_ in. from ft. to ft. } iy in. from —TIT• ft. to to o r ft. 4 Shares irrigation water ( i in. from [ eft. to p ft. r_er /- r h t 4-,f ^�" No. / �///�-Lf J -7-11 Yr12 / Signature of A is nt �7.'214 ress IF WELL IS USED FOR IRRIGATION, BACK SIDE OF THIS APPLICATION MUST BE C TE1T FOR OFFICE USE ONLY p;TIONS OF APPROVAL APPLICATION APPROVED: VALID FOR ONE (1) YEAR AFTER DATE ISSUED UNLESS EXTENDED FOR GOOD CAUSE SHOWN TO THE ISSUING AGENCY. r PERMIT No. 5088'7 DATE ISSUED JAN 2 71972 I- �-- ,,cam J w STATE ENGINEER/ r -51-BY gAda - Qt.nate,, :961421 f 7 3` f‘ +*a 4rit x<'`a� ; ' DATA • ~� i.es�a .,,4:-_r✓ s,,n 1YIEtLlaw* - :F rs.-.tea Y#."Y='Ff` ir ": `` _ p'� WELL c Water � y _ 1 . *., rom Ye,' ,. C iype b Colo a'oF MatenaH" e s;� 41-04 � . ' titi 4� „ r �} ,,,.� "° Type Drilling • Roty I p 18 0verbnre1eR�� z t'"r e ; ' tf •= HOLE DIAMETER C • • a * icl- i8 37 ':.Weatheied'�`ahit' ,, a i ' • 7 52 Greer abate r - 8 i _ft to 495 • ft. 7 7� n: fr m p. 2 63 " Br e'hale • .▪ ° 405 65p „� a 5 5 5�8 in. ' from ft to ft. t 3 108 Greptshale r t. 084 '111 Grey roclr; y . h � ., in. from —ft to ft 1 :242 i shale L. el:=`-, 41 > t �, p , . `z4j , Br rock r = f CASING RECORD ♦ �. :1. +'.LiY 3. ;:,.. K a •a Plain Ca5_I r• e 43 x26,5 ShaleL r v ;ry e � � -::; , rj.5): '267 Coel.� '� - p r:nSizewind ateelEfrom_ 0_ft. to 495 .:. ft. 6. '286 .,Shale ' r . f- 7 Coal .� A, ;a . 7. : .287 ,. _ Sae kind from ' ft to ' ft. �7,� 360 � shale• :`r _ " ,Os` -361 `Co al • , - �1-- '.370 ._.: Shale , Size_ kind from..s .::_,...,::-...:.:::„-__ft to ft 1 Br:"'rock t. i • - >70 ;. : 37 , . .L : Perforated Casing L^rl.,. 375. ., Shale ._ - Z _ - ,,. ,- _ - - 77,- 377 Coal +y: . '7":,'....---.: I ; : .j Ze 4.. kind steel from j�5 ft. to 650 ft. 377. 395 Shale f Si F-25:; . 404 Coal N )4k- 408 Shale. -'. • - - Size—, kind front_ ft: to ft. +08` 410 Grey. rock f ' . +10 - 419 . Shale -e . Size . kind from ft to ft i 19 ''423 -._ Bo el { GROUTING RECORD . �3 ' 435 Shale.'`-: ,✓, .<-.. a - Material cement _ • Gre rdck • `. � .: - 435"": 437 y - - - �j7: 460 Shale: rvmist 1L n Inte 0 4c; 50 : 463 " Coal' - _ Fal 'burto 463'. 475 • shale .. ' < Place en Method . 490 Coll. & Shale • GRAVEL PA 0 - % .• PACK RECORD r90" �51flc Sang 990 520 shale : , X20 630 sang & Sani}. clay Size Interuai gp 634 Shale ,,,,,•110 ,\ .. J. , _34 647 sand __ _ TEST DATA 4 1-". •' 547. 650 shale. Pleb: B. i397o1-, •, ' I Date Tested T of Pum 3e.ler �- )' r . f-. : - - _ ngth of Test `_ Sustained Yield(Metered)_l•Z'^p'' - Drawdown to 520 I = _ WELL DRILLERS STATEMENT The undersigned, being duly sworn, deposes and r _ says: he is the driller of the well hereon ii,iii;;; described; he has read the statement made hereon; knows th content thereof, and same is true - of hi o n knowled 2 -.. i Use additional paper if necessary to complete log. X C. I , 8. � ,, ,State of Colorado,,-County oft� J ) ss License No. 9 Subscribed and sworn e to before me this ! O day ofcl� W �9 72— �y • 4 1/4452' ., 19754 ,./6 „,-744- A (-'. My Commission expires t v Notary Pub Ii6J q(c('a'17 r. STATE OF COLORADO DIVISION OF WATER RESOURCES ".0' ••5-.67 E r, � . �8�� L7 A PERMIT TO USE GROUND WATER '., 1 la t �" `-- ® A PERMIT TO CONSTRUCT A WELL APR 196$ q+4, ,i .. .,. . , r:« D �1 APPLICATION FOR: n REPLACEMENT FOR N0. �� Si ri (Reason) iTA�O�Y .: t rJ OTHER . .. � y'�.5y. - - LOCATION OF WELL � r� PRINT OR TYPE ti' '; Z l + - W .cexe rr. J^>PPL I CAN�A RAN.R. A�1�UD.d 0 y E_O•BRU�YI cT COUNTY WELD °�; /j�`� n t, E *. N E , sec'. 2 + r .« Street AddressR� I. BI>'x ! q; 'Y r+ t S y!'. i :. E +icy 3 I City a; StatelOrirLuProi/ CO 46 T. I. Alb , R. G7 W 0 P d '.y Street or � ° *41:7 , Use of. ground water D' OM ESTI G Lot b Block rOwner City or .-rs -located A Bort Subdivision Number:of acres Ground Water Basin l Legal, be `irrigatedal; description of Water Management I District irrigated land Other:. water rights on L 7 this, land NON E LOCATE WELL ON THE BACK OF 'THIS SHEET 0 Owner of, irrigated 9"� � � J/� No, land' Driller ,dtodl,9A�pI�YLLlsa- 2. VAquifer(s) ground water is to be obtained Driller's I_ from LA RA SAW ST6NO Addres�,t(i �� ZfruIIZAI °° t446.s0D2G 0 ��ESTIMATED WELL DATA � •R and d a ..,e, , C „,, ,_ Signa re of Appl icant Est. quantity of ground water to be claimed: CONDITIONS OF APPROVAL Est. Max. Yield 35- GPM or EF5 ' Est. average annual amount to be used in acre-feet Storage capacity g-rr AL TPA MK lie Anticipated start of drill incAPVL $ 19 1,4, Hole Diameter: in. from 0 _ft. to S'0Oft. s' in. from s`do_ft. to feQU ft. :. . .. ... l .., Casin .a: Plaint, O. O in. from D ft. to S0O ft. in. from ft. to ft. APPLICATION APPROVED: ! �!Rrwf„ri q in. from see ft. to pop VALID FOR ONE (1) YEAR AFTER DATE ISSUED rN ft. in. from ft. to ft. UNLESS EXTENDED FOR GOOD CAUSE SHOWN TO THE ISSUING AGENCY 33298_ CONDITIONAL / / PUMP DATA: . HP /�L Outlet Size �„�y PERMIT NO, _ �: TYPe SdL3M APR 2 11968 DATE ISSUED r.. FOR STATE ENGINEER OR COMMISSION USE � � ! STATE ENGINEE or CHAIRMAN GROUND E WATER COMMISSION rBy .14evenv.. rhZ4S�y APPLICATION MUST BE COMPLETED SATISFACTOR468-BEFORE ACCEPTANCE ®®421 Inurnl [. Rn r ....4,1,-,:s,„440..„,„:„.„-:„.5,...• :,„....i1. s. r.......„,.. ...._...?‘,...; ;L.,t ' "„: ANDHISTORY - t• 4 .y:s. h r s: ---;;%,..,.:.,-;:. ,.ii ri ' .fort `w,.zr^ e' '•g /4","; Yi' rt.41-� ,r'vF` a"R n i qn '• r `. 't ' i V', a'4' 'ai WELL LOG r,�E$ .-� .;,t 1�`'..,_F r x WELL DATA �- - '` 'Mound Elevation 4 ` Date Started .-7 /2 - e4 Type Drilling a + ' ' • Date Completed (1127,4 A , 1 Water, f{ Hole Diameter: i From �To' ,: i ..' Type of Material t i ILecl • Pell in from D ft. to t if ft �^ _/�- �{' �'t � •ors, m"from ? y ft: to i' O0 ft ` r r, ( . I.-Q s'� Y.1:fy -t i[ �. - .i,. ,(.4 J 1 In from Sd 0 ft. to 7S0 ft : _ 1 4 x �1.La,�r'�t y *r ,i-• , -•;,, �•` !c 26 z 4� 3v, - � , '-� `.. .=,..t...... ` CASING RECORD pp'' __.... nn I.-I r:,,,- a_ M3S ti �hoM $•OGA4 '+ ;t Cemented from` .3`t sit V.-d a rtc/, -.:ii, ( ��' s -t - • la Casing FL Lei �/o t; t ;.�Jli�j--dia.. z -$4.':-: Size( b , kind from_ __ft. to�_ ft 254 ,4",-.„ -, ;-::-.-- L-v .7 • , t � • Ali Sul .�Q ft h ≤ i - � .. • N. � Slze kin from_�ft. to I zsr• 380 '_`r� � �; ' _ 38- 3$l 1 :. Gp-0-e, z ti Size—, kind from_—ft to ft. 381 396 . ,,, :. ` 1. Perforated Casing p 4 I39/v 460 Lint. , Size , kiniPPENfron, ft. to�0 ft r Lia6 Lit) .., ehie-i ar s-0 O r Size-, kind_from_ft. to ft II'i i� go_ e0-72...C..:' ,..,;•;,:',1;1:. �l{Iz qiS. ` e —J, �2,2,6 Size—,_kind—from._ft to ft — J ,•'. ` l5. gilt' 0 �� ! (.' , .'.,TEST DATA _ I ryI/, y7s` -Idiuto.d1a.ti Hi v � e x. Date Tested Type of Pump 'Z t 175, y79` eznaI.'� • —Length of Test • 'r0 I/, .6p�,d'�.Y� Constant Yield O O 5'� '7 7� x{90 .. f Drawdown g� 11190 4S'0 -.6art-%6Z'oL-ni u/ �p s0 lost Q PUMP DATA (To b filled in) 1 <_Type of Pump i I �lOst 7y� �C7��'�-� �� - '.'. :' Outlet Size 71- g /SQ - -d aini.-0- ab Driven by r .. Horsepower Use additional paper if necessary to complete • -. - . DEPTH TO WATER /2._ _ log and attach. �I� `�. " " WiLL'DRILLERS STATEMENT TrOtTAL DEPTH ZS State of Color do I \'c') Ss + . 1A 1. ' /I QJoJiriG A. / County of 4 4—) �/ _ �C1 jlfI' �a4:121 GL being duly sworn, deposes and r says: he is the driller of the above describe ell; he has read the above map and statement, knows the I content thereof, and the same is true of his own knowledge.. . - - .�.-P-eity-t- 9.0evytzlea- ._ r. 2 .'::: License No. •. rSubscribed and sworn to before me this day of , 19_. My Commission expires_ 19_. Notary Public I 1( a FARM-TO BE MADE OUT IN QUADRUPLICATE: . . _ .. -. - -- �a Ouginal WHITE (both sides) G'Eriplicate GREEN Copy mu Wfiled with the State Engineer within 30-days after well is completed. I :Auplicaie PINK copy is for the Owner G YELLOW copy for"f [Triller. WHITE FORM MUST BE AN ORIGINAL COPY ON BOTH- i - "SIDES'AND SIGNID. j r7 nv‘1111 5.66 S OF COLORADO P : ��, J�� !Z'. T- / A PERMIT TO USE GROUND WATER �g67. APPLICATION FOR: 7V A PERMIT TO CONSTRUCT A WELL yUK ro ' ' Il's / / OTHER ...- ,ciou tiD 1NA F, Application must be. completed satisfactorily before acceptance N °`,° ^^ PRINT OR TYPE LOCATION OF WELL VA',APPLICANT E D G A R . iG-• Q D F N COUNTY W E L D• ‘2_ t: C i�l'treet Address /O QD .c. Km OA, a er NE ,i_ /V g }, sec. 1_ I -•' G-: city b StatebENVER , ioLeRAbh. rd21q T. l /1/e. , R. 6, 7 w _, to P.M. a, Else of ground water D 0 M E.5T'IC- Ground Water Basin Owner of land on which well Water Management •':� is located A B ni/E District Number of acres to be irrigated ,.. USE DIAGRAM ON THE BACK OF THIS SHEET TO legal description of LOCATE WELL. irrigated land ther water rights on �" scan this land NOA/ .E Driller _P(h6yQtt) a tiik c�No. 14- rbwner of irrigated Driller 's Ua p 0 land Address lliii3r49y, :(410 b L IP4r. leC Z 11 Aquifer(s) ground water is to be obtained Q F from L M �_ARAI .SANb .srftnVE cigar , . C of e/YL, ESTIMATED WELL DATA Signature f Applicant 'Est, quantity of ground water to be claimed: CONDITIONS OF APPROVAL Est. Max. Yield 35- GPM or CFS Est. average annual amount to be to. used in acre-feet Storage capacity 373, GAL ? LINK •Pef Anticipated start of dr i I 1 ingiTILVE19 4,7 `Hole Diameter: V in. from_Q ft. to y 00 ft. r" ,5%.554(,5' y in. fromS. 0 ft. to 00 ft. (( Casin : I"" Plain/0, 6' p in. from 6 ft. to QLft. in. from ft. to ft. .*EN Pe*f• Sys; in. from x{00 ft. to 00 ft. in. from ft, to ft. r ' PUMP DATA: Outlet Type S iii3AN HP )%n- Size f This application approved This application approved PERMIT NUMBER 311_52 CONDITIONAL PERMIT NO. F. JUN 1 2 1967 (Permit good for one (1) year after date DATE ISSUED of issuance) DATE ISSUED 4,.:rl� State Eng' er .icceter Chairman Ground Water Commission r by '� - 5- by lnvcaI Olt O11211 _ , , a 5lbt r - rs LOG AND HISTORY ten) WELL LOG WELL DATA x r. Ground Elevation Date Started 9-1414/ jQ ' 14 7 Type Drilling 63 �?ry + Date Comple(teed/�-WV-1 1.- 2 , CP 7 } a i i � V r Water Hole Diameter: From To. Type of Material ' :. loc. •Perf. - `- 1 1.1 in. from ��Tft.. to 4- / / ft. in: fromLL_ft. to 4 7 S ft. 7 , ,jj,( d -y S :.. Pr in. from bib— ft. to 760 ft. r"' /1.Q 12) eta1-nY' ��'. -- CASING RECORD �tJ Pat/cad .17 ial . :�� •/Ssta Cemented from O .to S/ X21 1ti� �y lain Casing TV 291 �� Size4A kin from_e_ft. to.r71 ft. 1292. 331 1� �' , , I33 � 3�a � � Size—, kind_from to ft. op, /9,t sJ Size—, kind—from_—ft. to ft. I. 3�0 3�0 �� 310 o 30 �.yyv Perforated C'asing { 3�g silt �� Sizeia, kinr6PENfrom,��ft. toe 7•S ft. r34,'I ?�� 3�q I(,i U�— - Size, kindapFNfromt'Lft. to7dG ft. r3 99 11311 , 1- , o . Size—, kind_from_ft. to ft. 4311 1137ixt, rt- �J� - rtev TEST DATA P`N37 'ea ��!•�^� Date Tested 1.44- 1-1- - eel tin lico. � Type of Pump 43�-Cray. L�9Z SC 3 ,.d 0444..d Length of Test N a Constant Yield /.- d 03 b$0 a►«�• tw 9 Drawdown to 0 fr no b dl l-LrNi —e'^1 . I PUMP DATA (To be f' led in) �� 7�I jj (� � 4 Type of Pump Outlet Size b Driven by Horsepower /0.- rise additional paper if necessary to complete log and,attach. DEPTH TO 1VATER ) Q (� WELL DRILLERS STATEMENT State of Coloradjja ) ss / TOTAL DEPTH , 7�� County of • (0i1yL[CclrL_) H ail ern,x(77�.4t4L GL/ Q•rtdaAd eing duly sworn, deposes and says: he is the driller of the above describe well; he has read the above map and statement, knows the content thereof, and the same is true of his own knowledge. se License No. J-- -- Is3ubscribed and sworn to before me this day of , 19— rMy Commission expires_ , 19 . Notary Public FORM TO BE MADE OUT IN QUADRUPLICATE: . Original WHITE (both sides) G Triplicate GREEN Copy must l i with the State Engineer within 30-days after well s completed. Duplicate PINK copy is for the Owner L YELLOW copy for the Driller. WHITE FORM MUST BE AN ORIGINAL COPY ON BOTH i SIDES AND SIGNED. 14: i 4. i '-1 COL�RA _ RECEDED DO DIVISION OF WATER RESOLI ,L'ES j/ ORM MUST BE SUBMITTED 300 Columbine Bldg., 1845 Sherman St. - asnr'f Cj'� AIN 60 DAYS OF COMPLETION E., Denver, Colorado 80203 _ �U�t- ITHE WORK DESCRIBED HERE- \/ 91A'iEtt RESQURLPS V.TYPE OR PRINT IN BLACK `/ WELL COMPLETION AND PUMP INSTALLATION REPORT SINE'ENa , AN K. PERMIT NUMBER 93r,-.5.---.A aka . J" (: SELL OWNER `c T`o"'' -1 `„ 'r"ter' SE % of the SE .% of Sec. lf. 2444 3o ad 1.7 6.7 ',i � P.M. rODRESS 't ; +-`n", r1o1o . 301'01 T. 1 • R. SATE COMPLETED Oct. 13, 1977 , 19 _ HOLE DIAMETER 3 in. from 0 to 4S3 ft. Pte' WELL LOG Water q�ln. from 433 to 65� ft. From To Type and,Color of Material Loc. 0 15 Clay • in. from to ft. "' DRILLING METHOD Rotary 1, ,7 Weathered shale i4 9 and. s ,.,�. 57 12L. Dark s,:ale • CASING RECORD: Plain Casing 11?u 156 Trey roe; Size = 5 & kind steel from 0 to 1i3'3 ft. 1`_6 301 Shale 301 302 Coal Size & kind from to ft. 302 327 Shale , 327 32; Coal I ,c9 33.=. Shale Size & kind from to ft. '5J 337 Cocl ”7 ,1;5 Sandy clay Perforated Casing b7 rock 432 (?= 34% 3 Sha Size 5 '/3 & kind steel from to 8 ft. "7 :90 Shale ~p.9O 395 Coal 59 Size & kind from to ft. - I �?59.5i, 7 Shale =..97 400 Coal r from to ft. l',v0 'l'.17 S 1:a'e Size & kind 417 421 Coal. 1;21 424 Sandy clay GROUTING RECORD 1.., li24 4,32 Sk-sle Cement( ' 52 '',33 Material Coal 433 447 Shale 0__1•.55 Intervals J i:�7 452 :lend;;' Clay 4 2 462 whsle• Ealliburtoh 462 40i Coal Placement Method 1464 400 Shale r;;,0 433 Coal GRAVEL PACK: Size 4S3 502 Sand X FOS `.Olt Interval Sardro�� l^ 504 510 Sand X 1 310 515 Shale TEST DATA =1 626 Sand X Date Tested - Oct. 13, ].9'7 19 — t` ; 34 Shale . in „5t; 650 San, 27 5 ft. 650 682 S'aele Static Water Level Prior to Test ` 6n,2 6e5. Sandy clay X Type of Test Pump .irli^t Length of Test 3 Ers r Sustained Yield (Metered) 30 GP,:TOTA,LDEPTH (°^' Set Et 4'0 T . Use additional pages necessary to complete log. Final Pumping Water Level P —57- 900421 wJR-26-77 I I Il ..t, • .—�' CI OLORADO DIVISION OF WATER RESOURCES E'Ekr�1t1�F.J THIS FORM MUST BE SUBMITTED 1313 Sherman Street - Room 318 t WITHIN 60 DAYS OF COMPLETION �APRZ9 197 OF THE WORK DESCRIBED HERE Denver, Colorado 80203 ON.TYPE OR PRINT IN BLACK WELL COMPLETION AND PUMP INSTALLATION REPORT y(A'.ill 22-M 1'rS INK. Eta•arMarl PERMIT NUMBER 147083 ecta WELL OWNER 14cDona2d likand cu/ % of the $F _''4 of Sec. 16 ?" ADDRESS 8601 WCR M 8 Brt Eghton, CO. 80601 T.-1-- Al . R. 67 --W—. 6th P.M I DATE COMPLETED 3/Y2 , 19 4_7 HOLE DIAMETER fer t WELL LOG k 3/4 in. from 0 to 44 _ft. 5 Water From To Type and Color of Material Loc. A 1/4 in. from 44 to 710 _ft. 1 in, from to _ft. 0 49 B2aWn rPa y DRILLING METHOD Ro.tatuf ri, 49 280 ?Mut 4hate. CASING RECORD: Plain Casing {l 280 471 BPue .6hate.l2ayehs ob coact Size b S/ !kind titooP from n to 99 ft. 471. 475 Coal f 475 498 Blue .skaZe. 8 band Size d1/2& kind teoP from 77 to 510 ft. 498 498 605 Fox hitis .sande 605 Size & kind from to ft. r605 628 Btue /skate 628 700 Fox h,i,l A .sand6 628 Perforated Casing 700 Sized /r& kind 4toa from 517 to 774 ft. r 700 710 Blue .shake. ' Size & kind from to ft. iiii iSize & kind from to ft. GROUTING RECORD FMaterial __Cement________— t" Intervals 0-510' i Placement Method Pump n Ran cement-Eng bousket at 510' GRAVEL PACK: SiZe Interval rcTEST DATA Date Tested 3/23 , 19 87 1 Static Water Level Prior to Test . 320 ft. r Type of Test Pump AA Length of Test 4 hits?) Sustained Yield (Metered) 24 GPM TOTAL DEPTH 710 Use additional pages necessary to complete log. Final Pumping Water Level )et at 700' rs• -38- 9€0421 ,r^, /'1t I F �. EXHIBIT 4.6 I SOIL SURVEY DATA F r" R r r^ I it I -59- 900421 rd ._ .__._._..��_�e. __..._._.....__.fasWELD COUNTY, COLORADO, SOUTHERN PART 71 percent weathered shale chips; calcareous; moderately alkaline; B2t-9 to 19 inches; light brownish gray (10YR 6/2) heavy clay loam, gradual wary boundary. dark grayish brown (SOYA 4/2) moist; moderate fine prismatic C2r-13 inches;calcareous clayey shale. structure parting to moderate fine subangular blocky; very hard, t Typically these soils have free carbonates at the surface. Depth to firm; common moderately thick day films on faces of peds; noncal- careous;mildly alkaline; clear wavy boundary. shale ranges from 10 to 20 inches. The A horizon has hue of 10'YR or 2.5Y,value of 5 or 6 dry and 3 or 4 B3-19 to 23 inches; light brownish gray (10YR 6/2) heavy clay loam, rmoist,and chroma of 2 or 4.The C horizon has hue of 10YR or 2.5Y. It is commonly day that is 40 to 4,5 percent day. structure parting to weak fine subangular blocky; hard,friable; cal- careous;mildly alkaline;clear wavy boundary. Clca-23 to 29 inches; light brownish baay (10YR 6/2) clay loam, dark Nelson series . • grayish brown (10YR 4/2) moist; weak coarse prismatic structure The Nelson series consists of moderately deep, well parting to weak medium subangular blocky; slightly hard,very fria- ble; some visible lime in fine seams and filaments; calcareous; drained soils that formed in residuum from soft calcare- moderately alkaline;clear wary boundary. ous sandstone. Nelson soils are on plains. Slopes are 0 to C2ca-29 to 60 inches;brown(SOYA 5/3)sandy loam,dark brown(10YR C 4/3) moist; weak coarse subangular blocky structure; soft,very fria- ble; some visible lime in fine filaments; calcareous; moderately al- Nelson soils are similar to Kim, Otero, Tassel, and kaline. • Thedalund soils and are near the Olney soils. Kim, Otero 19 c)meas of the sedum ranges from 1'7 to 33 inches.Coarse fragments rand Olney soils are deep. Tassel soils have sandstone make up as much as 10 percent of the sedum Depth to free carbonates i between 10 and 20 inches. Thedalund soils are more than ranges from 12 to 25 inches. 18 percent clay in the C :horizon. The A horizon has hue of 10YR or 25Y,value of 4 or 5 dry and 2 or 3 Typical pedon,of Nelson fine sandy loam, 0 to 3 percent moist, and chroma of 2 or 3. It is day loam, loam, or loamy sand. The slopes, 2,000 feet south and 2,450 feet east of northwest B2t horizon is commonly heavy clay loam that is 35 to 40 percent day. corner sec. 17, T. 6 N., R.. 66.W. Olney Series rati Ap—O to 9 inches; light brownish gray(10YR 6/2)fine sandy loam,dark i grayish brown (10YR 4/2) moist; weak medium subangular blocky The Olney series consists of deep, well drained soils structure parting to moderate fine granular,slightly hard,very fries- that formed in alluvium. Olney soils are on plains. Slopes ble;calcareous; moderately alkaline;abrupt smooth boundary. are 0 to 5 percent. Clca-9 to 30 inches; light olive brown(25Y 5/4)fine sandy loam, olive brown (25Y 4/4) moist; massive; hard, very friable; some visible Olney soils are similar to the Fort Collins and Vona i lime occuring as concretions and in fine seams and filaments; cal- soils and are near the Kim, Nelson, Otero, and Thedalund careous;moderately alkaline;gradual wary boundary. soils. Fort Collins soils are less than 35 percent fine and C2r—30 inches;soft calcareous sandstone coarser sand in the B horizon. Vona soils are less than 18 / Typically these soils have free carbonates at the surface. Depth to percent clay in the B horizon. Nelson and Thedalund soils soft sandstone ranges from 20 to 40 inches. Content of rock fragments have sandstone and shale between 20 and 40 inches. ranges from 0 to 10 percent.I Tie Typical pedon of Olney fine sandy loam, 0 to 1 percent _ The A horizon has hue of l or 2.5Y,value of 5 or 6 dry and 3 s moist,and chromes of 2 or 3. Tie C horizon has hue of 10YR or Z.SY. l It opes, 1,320 feet north and 284 feet east of southwest is fine sandy loam or sandy loam corner sec. 28, T. 6 N., R. 66 W. ew Ap-0 to 10 inches; grayish brown (10YR 5/2) fine sandy loam, dark I / unn series grayish brown (10YR 4/2) moist; weak fine granular structure; `---- slightly hard, very friable; noncalcareous; mildly alkaline; abrupt `. The Nunn series consists of deep, well drained soils smooth boundary. that formed in mixed alluvium and eolian deposits. Nunn B2t-10 to 20 inches;yellowish brown (SOYA 5/4)sandy clay loam,dark soils are on terraces, alluvial fans, and smooth plains. - yellowish brown (10YR 4/4) moist; moderate medium prismatic _. Slopes are 0 to 3 percent. structure parting to moderate fine subangt ar blocky; hard,friable; common moderately thick clay films on faces of peels;noncal areous; Nunn soils are similar to the Altvan and Dacono soils mildly allcaline;dear wavy boundary. r and are near the Colombo, Fort Collins, Haverson, and B3ca-20 to 25 inches; very pale brown (10YR 7/3) sandy day loans, Weld soils. Altvan and Dacono soils have a sand and brown (10YR 5/3) moist; moderate coarse prismatic structure; ri gravel C horizon at a depth of 20 to 40 inches. Colombo slightly hero, very friable; some visible time occuring in fine to medium seams and soft mattes; calcareous; moderately alkaline; and Haverson soils lack a B horizon. Fort Collins soils are gradual smooth boundary. less than 35 percent clay in the B horizon.Weld soils have slightly to 60 inches; very pale brown (10YR 7/3)fine sandy loam,pale an abrupt textural boundary between the A and B brown (10YR 6/3) moist; weak coarse subangular blocky structure; horizons. slightly hard, very friable; some visible lime in fine to medium Typical pedon of Nunes clay loam, 0 to 1 percent slopes, threads and seams;calcareous;moderately al4nt ne 400 feet north and 1,040 feet east of southwest corner Thickness of the solum ranges from 17 to 30 inches.Coarse fragments sec. 22, T. 6 N., R. 66 W. make up as much as 15 percent of the :alum Depth to flee carbonates ranges from 10 to 24 inches. F"" Ap-0 to 9 inches;grayish broisn(10YR 5/2) day loam; very dark gray- The A horizon has hue of 10YR or 25'Y,value of 5 or 6 dry and 3 to 5 lF ish brown (10YR 3/2) moist; moderate fine granular structure; moist, and chrome of 2 or 3. It is fine :sandy loam or loamy sand. The slightly hard, friable; noncalcareous; mildly alkaline; clear smooth B2t horizon is commonly sandy clay loam, but clay content ranges from Iboundary. 18 to 30 percent. 11 ' —60— • 90®421 • h.r . L. fn -jNPr14 �.,g," .'Y✓b . -: `4 R- d 40,,p ATP.li � #y �� Y. 'v II+"1 v ,44, y C1. a7 r,dd rs 68 SOIL SURVEY .r Thickness of the solum ranges from 20 to 37 inches. Coarse fragments hard, friable; calcareous; moderately alkaline; clear smooth bounds- , .1 make up 0 to 10 percent of the solum Depth to free carbonates is more ry. than 40 inches. C2-22 to 39 inches; very pale brovm(10YR 7/3)silt loam,brown(10YR The A horizon has value of 4 or 5 dry and 2 or 3 moist and chroma of 5/3)moist; massive; slightly hard,friable; calcareous;moderately al- r'" 2- or 3. The B2t horizon is commonly sandy clay loam that is 20 to 30 kaline;clear smooth boundary. percent clay. The C horizon ranges from coarse sandy loam to loamy 03-39 to 60 inches; very pale brown (10YR 7/4) silt loam, yellowish sand. brown (10YR 5/4) moist; massive; slightly hard, very friable; cal- careous;moderately alkaline. r- Cascajo series Typically these soils have free carbonates at the surface. The A horizon has value of 5 to 7 dry and 3 to 5 moist and chroma of 2 or 3. ' The Cascajo series consists of deep, excessively drained The C horizon is commonly silt loam or loam A Ca horizon is present in soils that formed in very gravelly alluvium. Cascajo soils places. r" a- re on upland ridges and knobs. Slopes are 5 to 20 per- k cent. Colombo series Cascajo soils are near the Ascalon, Olney, Otero, and Vona soils. Ascalon, Olney, and Vona soils have a B The Colombo series consists of deep, well drained soils r h- orizon and lack gravelly horizons. Otero soils lack calcic that formed in stratified recent alluvium. Colombo soils 1 horizons. are on terraces and flood plains. Slopes are 0 to 3 percent. Typical pedon of Cascajo gravelly sandy loam, 5 to 20 Colombo soils are near the Haverson and Nunn soils. r^ percent slopes„ in the southeast corner sec. 27,.T. 5 N., R. Haverson soils have a light colored surface layer. Nunn f 6- 4 W soils have a B horizon. . Typical pedon of Colombo clay loam, 1 to 3 -percent A1-0 to 9 inches;;brown(10YR 5/3)gravelly sandy loam,brown(10YR slopes, 2,350 feet north and 200 feet east of southwest i,..v 4/3) moist; weak fine granular structure; slightly hard, friable; 5 corner sec. 4, T. 5 N., R. 64 W. IiI percent cobbles,23 percent gravel; calcareous; moderately alkaline; clear wavy boundary. Ap=O to 14 inches; dark grayish browns(10YR 4/2)clay loam very dark • Clca-9 to 21 inches; pale brown (10YR 6/3) very gravelly sandy loam grayish brown (10YR 3/2) moist; vveak medium granular structure; brown(10YR 5/3)moist;massive;slightly hard,very friable; 10 per- slightly hard, friable; calcareous moderately alkaline; clear smooth .1.r cent cobbles, 50 percent gravel; some visible lime occuring in large bounty. soft masses and as coatings on the undersides of gravel and cobbles; C1-14 to 21 inches; pale brown (10YR 6/3) stratified clay loam and calcareous;moderately alkaline;gradual wavy boundary. loam brown (10YR 5/3) moist; weak coarse subangular blocky i C2ca-21 to 31 inches; light yellowish brown (10YR 6/4) extremely structure grading to massive; slightly hard, friable; calcareous; gravelly sandy loam yellowish brown (10YR 5/4) moist; massive; moderately alkaline;gradual smooth boundary. slightly hard, very friable; 5 percent cobbles, 70 percent gravel; C2-21 to 60 inches; very pale brown (10YR 7/3) loam stratified with some visible lime occuring in large soft masses and as coatings on thin lenses of fine sand, medium sand, and clay loam pale brown the undersides of gravel and cobbles; calcareous; moderately al- (10YR 6/3) moist; massive; slightly hard, friable; calcareous; r+ kaline;gradual wavy boundary. moderately alkaline. ! C- 3-31 to 60 inches; light ;yellowish brown (10YR 6/4) very gravelly sand, yellowish brown (10YR 5/4) moist; single grained; loose; 50 Typically these soils have free carbonates at the surface.Coarse frag- percent gravel;calcareous; mildly alkaline. ments make up as much as 15 percent of the soil rThe A horizon has value of 4 or 5 dry and 2 or 3 moist and chromes of Typically these soils have free carbonates at the surface. Content of 1 to 3. The C horizon is commonly loam stratified with thin leaves of coarse fragments ranges from 20 to 70 percent,and as many as 10 per- sand and clay loam cent are larger than 3 inches. The A horizon has value of 4 to 6 dry and 4 or 5 moist and chromes of 7 2 or 3.The C horizon is dominantly very gravelly sandy loam but ranges Dacono series to very gravelly sand.The sandier texture occurs below 30 inches. . . The Dacono series consists of deep, well drained soils r /Colby s ee >r S� that formed in mixed alluvium underlain by sand and c gravel. Dacono soils are on terraces. Slopes are 0 to 3 per- The Colby series consists of deep, well drained soils cent. that formed in calcareous eolian deposits. Colby soils are Dacono soils are similar to the Altvan and Nunn soils on plains, hills, and ridges. Slopes are 0 to 9 percent. and are near the Colombo and Haverson soils. Altvan r" Colby soils are similar to the Kim and Otero soils and soils are less than 35 percent clay in the B horizon. are near the Adena, Weld, and Wiley soils. Kim and Otero Colombo and Haverson soils lack a Bt horizon. Nunn soils soils are less silty in all horizons. Adena, Weld, and Wiley lack a sand and gravel C horizon between 20 and 40 f soils have a B horizon. . inches. Typical pedon of Colby loam, 5 to 9 percent slopes, 300 Typical pedon of Dacono clay loam, 0 to 1 percent feet south and 650 feet west of northeast corner sec. 23, slopes, 910 feet south and 1,080 feet west of northeast • T. 1 N., R. 61 'W. corner sec. 1, T. 7 N., R. 66 W. ! Ap-0 to 7 inches;pale brovrn (10YR 6/3)loam dark brown(10YR 4/3) Ap-0 to 12 inches; grayish brown (10YR 5/2) clay loam very dark moist; moderate fine granular structure; soft, very friable; calcare- grayish brown (10YR 3/2) moist; moderate medium granular struc- ous;moderately alkaline;abrupt smooth boundary. ture;hard,firm;neutral;clear smooth boundary. Cl-7 to 22 inches; very pale brown(10YR 7/3)silt loam brown(10YR B2t-12 to 21 inches; grayish brown (10YR 5/2) heavy clay loam dark r„, i 5/3) moist; weak coarse to medium subangular blocky(�rYcture; grayish brown (10YR 4/2) moist; moderate fine prismatic structure . ea _diA04 ) - r WELD COUNTY, COLORADO, SOUTHERN PART -75 -- '• 7 B21t-12 to 16 inches;brown (10YR 5/3) fine sandy loam,brown (10YR (Wiley serf 4/3) moist; moderate medium prismatic structure parting to ` . ' • moderate medium subangular blocky; hard, friable; few thin clay The Wiley series consists of deep, well drained soils r films on faces of peds;neutral;dear smooth boundary. that formed in calcareous eolian deposits. Wiley soils are B22t-16 to 22 inches; yellowish brown (10YR 5/4) fine sandy loam, brown (10YR 4/3) moist; moderate medium prismatic structure on plains. Slopes are 0 to 5 percent. parting to weak medium subangular blocky; hard, friable; few thin Wiley soils are similar to the Renohill and Ulm soils rclay films on faces of peds;;neutral;gradual smooth boundary. and are near the Colby, He1dt„ and Weld soils. Renohill 1 B3-22 to 28 inches; light yellowish brown (10YR 6/4) fine sandy loam, soils have shale between 20 and 40 inches. Ulm, Heidi. t . . yellowish brown (10YR 5/4) moist; weak coarse subanglar blocky and Weld soils are more than 135 percent clay in the Bc structure; slightly•hard, very friable; calcareous; mildly alkaline; horizon. Colby soils lack a horizon. r clear smooth boundary. Typical pedon of Wiley silt loam in an area of Wiley- Cra-28 to 60 inches;light yellowish brown(10YR 6/4)sandy loam,yel- lowish brown(10YR 5/4)moist;massive; slightly hard, very friable; Colby complex, 1 to 3 percent; slopes, in the northeast some visible lime in fine filaments or threads;calcareous;moderate- quarter sec. 34, T. 3 N, R. 68 W. ly alkaline I's Ap-0 to 11 inches;pale brown (10YR 6/3)silt loam,dark grayish browr I Thickness of the solum ranges from 18 to 37 inches.Coarse fragments (10YR 4/2) moist; weak fine granular structure; very hard, friable make up 0 to 10 percent of the solum. Depth to free carbonates ranges calcareous; mildly alkaline; dear smooth boundary. from 12 to 24 inches. B2t-11 to 24 inches; pale brown (10YR 6/3) silty clay loam, browr r The A horizon has value of li or 6 dry and 3 to 5 moist and chroma of (IOYR 5/3) moist; weak medium prismatic structure parting tc u moderate medium subangular blocky; very hand,firm; few thin cla m , j 2 or 3. It is loamy sand or sandy loam.The B2t horizon is commonly fine sandy loam that is 10 to 18 percent clay. The C horizon ranges from films on faces of peels; calcareous; moderately ,praline; gradua. coarse loamy sand to sandy loam • smooth boundary. rs eq Bsca-24 to 34 inches; pale brown (10YR 6/3) silty. loam, brow? } . - - (10YR 5/3) moist; weak medium prismatic structure: parting is Weld series moderate medium subangular blodry; very hard,•firm; some visible lime in fine filaments and seams; calcareous; moderately alkaline. The Weld series consists of deep, well drained soils that gradual smooth boundary. F • formed in calcareous eolian deposits. Weld soils are on Coate to 60 inches; very pale brown(10YR 7/3)silty clay loans browr ..smooth plains. Slopes are 0 to 5 percent. fine 5/3) moist; l massive; very hard, friable; some visible lime G fine soft masses;calcareous;moderately alkaline. Weld soils are near the Adena, Colby, Nunn, and Wiley r soils. Adena soils have a light colored surface layer and Thickness of the solum ranges from 16 to 40 inches. Typically these soils have free carbonates at the surface. t solum less than 15 inches thick. Colby soils lack a B The A horizon has hue of 10YR or 25Y,value of 5 to 7 dry and 3 to 5 horizon. Wiley soils have: a light colored surface layer and moist,and drruma of 2 or 3.The Bet horizon is commonly silty day loam r" less clay in the B2t horizon. Nunn soils lack an abrupt that is 28 to 35 percent day.The C'horizon is commonly silty day loam i textural boundary between the A and B horizon. or silt loam Typical pedon of Weld! loam, 1 to 3 percent slopes, 2,470 I feet south and 200 feet west of northeast corner sec. 35, References T. 1 N., R. 61 W. A 0 Co 8 inches; brown (10YR 5/3) loam, dark brown (10YR 3/3) (1) American Association of State Highway (and Transportation) Offi- >'— cials. 1970. Standard specifications for highway materials and p moist; moderate medium granular structure; hard, friable; neutral; methods of sampling and testing.Ed. 30,2 vol,illus. `I abrupt smooth boundary. (2) American Society for Testing and Materials. 1974.Methods for clas- B21t-8 to 12 inches; brown (10YR 5/3) light clay, brown (10YR 4/3) serration of soils for engineering.purposes.ASTM Stand.D 2487- , moist; strong fine prismatic structure parting to strong fine angular 69. /n 1974 Annual Book of ASTM Standards, Part 19, 464 pp, ' block hard, y; very hd, firm; many moderately thick clay films on faces illus. of peds;neutral;dear smooth boundary. (3) Colorado Department of Agriculture. 1975. Colorado agricultural B22t-12 to 15 inches; pale brown (10YR 6/3) heavy clay loam, brown statistics, 1974 Preliminary, 1973 Final Bull 1-75. . I (10YR 4/3) moist; strong fine prismatic structure parting to strong (4) United States Department of Agriculture. 1951.Soil survey manual. fine angular blocky very hard, firm; many moderately thick day U. S.Dep.Agric Hardb. 19,503 pp,illus.(Supplements replacing films on faces of peels;neutral;dear smooth boundary. pp. 173-188 issued May 1962) B3ca-15 to 28 inches; very pale brown (10YR 7/3) loam, pale brown (5) United States Department of Agriculture. 1975. Soil Taxonomy. A (10YR 6/3) moist; moderate medium prismatic structure parting to basic system of soil classification for making soil surveys. Soil //�� moderate medium subangular blocky; hard, friable; few thin clay Conserv. Service, U.S.Dep.Agrie Handb.436,754 pp,illus. rt films on faces of some peds; some visible lime occuring in fine soft masses;calcareous;moderately alkaline; clear smooth boundary. !-.1 Cca-28 to 60 inches; very pate brown(10YR 7/3)silt loam, pale brown Glossary i (10YR 6/3) moist; massive; slightly hard, friable; some visible lime in fine filaments or threads;calcareous;moderately alkaline. ABC soil.A soil having an A,a B,and a C horizon. - AC soil. A soil having only an A and a C horizon. Commonly such soil Thickness of the solum ranges from 20 to 39 inches.Depth to free car- formed in recent alluvium or on steep rocky slopes bonates ranges from 10 to 20 inches. Aeration,soil.The exchange of air in soil with air from the atmosphere. The A horizon has value of 4 or 5 dry and 2 or 3 moist and chrome of The air in a well aerated soil is similar to that in the atmosphere; 42 or 3.The B2t horizon is commonly light clay or heavy day loam that is the air in a poorly aerated soil is considerably higher in carbon diox- 35 to 45 percent clay.The C horizon is commonly silt loam or loam. ide and lower in oxygen. rs -62- 900421 r ems' 00") r r r �. EXHIBIT 4.7 r m 1 SOIL ANALYTICAL DATA f r- 1 r 1 f P" a Y r r 9'00421 —63— rmIN SOIL MONITORING ANALYSIS REPORT Sample submission date: September 22 , 1989 Analysis completion date: October 20 , 1989 p Sampling location: Underhill Site, northern portion r Sample I .D. number: SO-48 Analytical work requested by: Robert D. Taylor, City of Glendale PARAMETER RESULTS i pH 7 . 2 pH units '„ Total Ammonium <1 ppm Nitrate 30 ppm Total Phosphorus 694 ppm Conductivity 800 umhos/cm 7' Cadmium 0 . 2 ppm Copper 4 . 3 ppm Lead 2 . 3 ppm �. Nickel 0 . 8 ppm Zinc 2 . 0 ppm Soil Texture clay loam Cation Exchange Capacity 26 . 6 meg/100g Organic Matter 1 . 9 percent Available Phosphorus 11 . 1 ppm ANALYTICAL RESULTS REVIEWED BY: 6l/, 7 John D. Snyder Certified Professional Soil Scientist R" f -64- 900421. r , r O T -0 0 L r0) a o OI cJ O) 0) cn W Cn CT 0 • O 7 -4 -4 --1 -1 v J vv v • 0 7 Cn a N -• cn A W N -+ 03 O O w W W O a 3 lot cn co cn en cn Cn cn coCn Cn cn 0 --ix K X O 00 00 I-Iw 00000 Hw a ' lilt p3 till ' p3 CD 7 -• X) m . rnA' AA '0 CnAAAA a \ to � 0 'I oco -a a) # � 00 CO -40) * -I N - -P. CO w 7 3 o . w \ 0 O C • W o 0 CO N C \\ COi+ 3 • C rr .1% -0 CD I 3 c+ w cn _ -, NN 'a cn CD CJ • • • to -Iv --lvv 2 c w A • (D O cn 0 -, cn W 01 cn N N cn O 3 3 N i",, 3 In CO mac+ 0 • O • J- D O m J -• I\) N Co A NCO CnN00 -, • \ m - 3 1 • • • O X D 1" � CDO CO CA CD NOCo � -, 3 cF 0 -1 w 13 I Z > 12 K CO• •CO •A •cn • -0 0 I A 0r N -• W 07 cn X • � � � N .... 1 Z 0 Cr • In 3 Z 0 O I O f` - OOo00 O. et _ I Co f. N P 3 i N N N Cr v N O 01 CO I Z I CD . t m O N NyN NN CS N -A, yN N • aQ • 3 -44w.wA 0CD CD 0 CO • r• N N N N N 0 1 3 CO O Co M Zl 0 i O -. O J. -• Z W -40) 0) O MO -• C+ W o 0 cn O cn -.o . w -+ D) N -, • -4 cn O01O O \ N 1 cr3 • J- •• A CD 1 7 -- coOrn0 .. J. -0 0i cn -4 CA v —I -O "0 et -- I OJT J . cn -6com -4 3 w cn -• < CD W A cn W -4 T W O J-O -I C3\ rn7O M _ _ - • . � W N • M cn co - 0- • w ae cn m J- N N N N N J d ' 0 01 7 A CO CO D) N CL . 0 , CD r•^ • co' co r- 1 co • O -+ w W W W W W _- X - N0 O ^ • co cAAAO) ct W • Z 1 . .. O O 2R Z W W W W W w L_ !i - CO 0) CO CO CI) ‘C . 1 •--1 ID 00000 X -65- r r r r r c 900421 r CD CD n r n r r �r t f" f"" EXHIBIT 4.8 r 1989 SLUDGE HAULING RECORDS I r� i it 1 900421 -66- 7 (-s en r" Sludge Hauling Tabulation Underhill Site 7 (11/01/88 - 5/31/89) I Date Press Batches Total Tons Dry Tons Hauled I"" hauled Hauled Hauled a 21 Solids) 1,1/02/88 10 6.25 1 . 25 r^ 11/04/88 10 6.25 1..25 11/10/88 10 6. 25 1 . 25 11/15/88 10 6.25 1.25 r`' 11/21/88 10 6.25 1 . 25 f 11/25/88 10 6.25 1.25 12/01/88 10 6. 25 1 . 25 12/07/88 . 10 6.25 1 . 25 r" 12/13/88 10 6. 25 1 .25 12/16/88 10 6. 25 1 . 25 12/21/88 10 6. 25 1.25 r• 12/28/88 10 6. 25 1 . 25 1989 r 01/04/89 . 10 6. 25 1 . 25 01/09/89 10 6.25 1.25 01/12/89 , 10 6. 25 1 . 25 r 01/17/89 10 6.25 1 .25 01/23/89 . 10 6.25 1 .25 01/26/89 10 6.25 1 .25 r" 01/31/89 10 6. 25 1 . 25 A 02/06/89 10 6.25 1 .25 02/10/89 10 6.25 1 .25 03/02/89 10 6.25 1.25 h 03/07/89 10 6. 25 1 . 25 r 03/10/89 10 6.25 1. 25 03/16/89 10 6.25 1 .25 r 03/20/89 . 10 6.25 1.25 03/23/89 10 6.25 1 . 25 03/28/89 , 10 6.25 1.25 r, 03/31/89 , 10 6.25 1 .25 P 04/04/89 10 6. 25 1.25 04/07/89 10 6 .25 1 .25 04/12/89 10 6. 25 1. 25 r 04/17/89 10 6.25 1.25 p_ 04/20/89 10 6.25 1. 25 04/24/89 _ 10 6.25 1 .25 r^ 04/26/89 10 6.25 1.25 P 04/28/89 10 6. 25 1.25 05/02/89 10 6.25 1.25 05/04/89 10 6. 25 1. 25 05/08/89 10 6.25 1. 25 05/09/89 10 6.25 1. 25 05/12/89 10 6. 25 1.25 7 05/16/89 10 6. 25 1. 25 05/18/89 10 6 . 25 1.25 05/20/89 10 6.25 1.25 7 -67- 9O0421 1 as es) Page 02 r^ Sludge Hauling Tabulation Underhill Site (11/01/88 - 5/31/89 ) I Date Press Batches Total Tons Dry Tons Hauled r� Hauled Hauled Hauled L@ an Solids) 05/23/89 10 6. 25 1.25 05/25/89 10 6.25 1 ..25 f 05/29/89 10 6. 25 1. 25 05/31/89 10 6. 25 1 ..25 r- 360 225. 00 45.00 r" ft r I' IrI f I r^! f' r -68- 900421 r10-4% en rSludge Hauling Tabulation Underhill Site r (6/01/89 - 11/01/89) r Date Press Batches Total Tons Dry Tons Hauled r hauled Hauled Hauled L@ 21% Solids) 06/01/83 10 6. 25 1 .31 06/05/89 10 6. 25 1 . 31 06/07/89 10 6. 25 1.31 06/09/89 10 6. 25 1 . 31 1„" 06/12/89 10 6. 25 1 .31 06/14/89 10 6. 25 1 . 31 06/16/89 10 6.25 1.31 06/20/89 10 6 . 25 1 . 31 r 06/28/89 10 6 . 25 1. 31 06/30/89 10 6 . 25 1 .31 07/07/89 10 6. 25 1. 31 !^ 07/12/89 10 6 . 25 1 . 31 07/17/89 10 6. 25 1. 31 07/20/89 10 6. 25 1. 31 r„ 07/25/89 10 6.25 1 .31 07/28/89 10 6. 25 1. 31 08/03/89 10 6 .25 1.31 08/10/89 10 6.25 1 . 31 r 08/15/89 10 6. 25 1. 31 08/21/89 10 6 .25 1 . 31 08/24/89 10 6. 25 1. 31 08/30/89 10 6.25 1 . 31 09/05/89 10 6. 25 1 .31 09/11/89 10 6. 25 1 . 31 09/15/89 10 6.25 1. 31 09/21/89 10 6 . 25 1 .31 09/27/89 10 6. 25 1. 31 10/03/89 10 6 .25 1 . 31 r 10/10/89 10 6. 25 1. 31 10/16/89 10 6. 25 1 . 31 10/20/89 10 6 .25 1.31 t 10/27/89 10 6. 25 1. 31 -- TOTAL 320 200 .00 41 .92 r, I �^^ l r r irm -69- 900421. C � � r 7 r f r n EXHIBIT 4.9 LIST OF DITCHES WITHIN ;o- A MILES OF SITE r r I 1 900421 -70- f Ford H. Wheatley, IVribi Richard O'Brecht ndall Harrison Stephen P. Ward Mayor Mayor Pro Tem ncilman Councilman Gary L. Sears Emma Wall Eugene Hageman David F.Lawrence,Jr. City Manager Councilwoman Councilman Councilman i 7 . / City of Glendale March 09 , 1990 r Ms. Pam Smith Weld County Health Dept. r 1516 Hospital Road Greeley, CO 80631 r^ SUBJECT: Sludge Permit Application -List of Ditch Companies in area Dear Pam: !re.' As you requested in our phone conversation of March 8 , 1990 , I have prepared a list of the ditches that are within a three-mile r radius of our sludge application site. I determined from USGS 7-1/2 min. quadmaps that five ditches are within this area. The information regarding ownership of the ditches and the names of people to contact was obtained from Mr. Keith Delventhal , the Water Commissioner of that area. The list is as follows: r Contact Ditch Names 1 George Stieber Brighton Ditch 11553 Weld County Road #6 �^ Brighton, CO 80601 Phone: 659-2143 lR Russell Hause Brantner Ditch (address unknown) Phone: 857-2590 Manuel Montoya Bull Ditch and c+-_-1 -" 0itnh r/ Farmers Reservoir and Irrigation Co. ��••��r 80 South 27th I Brighton, CO 80601 Phone: 659-7373 r., John Howard Thompson Ditch ' 8679 Weld Co. Rd. #4 Brighton, CO 80601 Phone: 659-0798 r- Please contact me if you need further ditch information. I will be working with John Snyder in the next few days to develop the other information that you requested. I Sincerely, J Robert D. RDT•vma City Engineer r -- .;i 00421 City Hall 950 South Birch Glendale.Colorado 80222-2599 Phone 759.1513 r r- r r �+ EXHIBIT 4.10 f LIST OF RESIDENCES WITHIN ONE MILE OF SITE I i f -7z- r"1 f William Scott f 8528 WCR 8 Brighton, CO 80601 r" Mike Thompson 3047 WCR 19 Ft . Lupton, CO 80621 r+ Gary Davis I 9244 WCR 8 Ft . Lupton, CO 80621 Tom Coughlin 2995 WCR 21 f Ft . Lupton , CO 80621 �., Greg Marrs 9100 WCR 8 Ft . Lupton, CO 80621 Donna Browne 2707 WCR 19 Ft . Lupton, CO 80621 James Lefforge 2617 WCR 19 Ft . Lupton, CO 80621 Barry Marrs 2528. WCR 19 Ft . Lupton, CO 80621 Rhonda Gaspar 2128 WCR 19 Ft . Lupton, CO 80621 r- Alvin Fichter 8706 WCR 8 Brighton, CO 80601 r Robert Heinz 2637 WCR 19 Ft . Lupton, CO 80621 -73- ;x00421 Peggy Martin 3037 WCR 19 r' Occupant 3037 WCR 19 Ft . Lupton, CO 80621 William Matlock �^ 8601 WCR 8 4 Brighton, CO 80601 Occupant 8906 WCR 8 Ft . Lupton, CO 80621 r Joseph Badding 3647 WCR 19 t Ft . Lupton, CO 80621 fRobert Baker 9200 WCR 8 Ft . Lupton, CO 80621 r i Arlan Marrs 2858 WCR 19 Ft . Lupton, CO 80621 Shig Nakagawa 2990 WCR 17 Brighton, CO 80601 r t Valdimar Mark 2793 WCR 17 Brighton, Co 80601 Margaret Blackford 7633 WCR 8 Brighton, CO 80601 Scott Simpson 7507 WCR 8 Brighton, CO 80601 John Gaspar 2503 WCR 17 r Brighton, CO 80601 t John Keeling I 2044 WCR 17 Brighton, CO 80601 900421 r Occupant -74- f 2164 WCR 17 e ..ti.}..,. nn nnani Thomas Beall 2603 WCR 17 �n Brighton, CO 8060i �,. Claude Stevens 2464 WCR 17 �+ Brighton, CO 80601 Jerry Ford 2624 WCR 17 Ir Brighton, CO 80601 I Dorothy Stoutner 2444 WCR 17 r• Brighton, CO 80601 1 Occupant 2034 WCR 17 Brighton, CO 80601 l k i II 9®0421 -75- P Hello