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HomeMy WebLinkAbout1.01 Water Supply InvestigationP.O. Box 1908 1005 Cooper Ave. Glenwood Springs, CO 81602 Z4NC4NELL4 4ND 4SSOCI4TES, INC. ENGINEERING CONSULT4NTS May 28, 2004 Mr. Mark Bean Garfield County Planning Department 101 Eighth Street, Suite 201 Glenwood Springs, CO 81601 RE: Deane Subdivision Exemption Dear Mark: (970) 945-5700 (970) 945-1253 Fax This report presents the findings of the water supply investigations performed by Zancanella and Associates, Inc. for the proposed Deane Subdivision. Figure 1 shows the approximate location of Deane Wells #1 and #2 designated to serve the four subdivision exemption Tots. Information contained in this report covers the well pump test reports and the water quality. To show that there is an adequate water supply, two wells, Deane Wells #1 and #2 have been pump tested and sampled for water quality. Deane Wells #1 and #2 have been permitted as exempt domestic wells. It is anticipated that Well #1 will continue to serve the existing house and ranch buildings. Well #2 is to serve the three new exemption Lots 2, 3, and 4 through a well sharing agreement. Deane Wells #1 & #2 Deane Well #1 is believed to have been drilled circa 1945. It was registered with the State Engineer's Office in 2001 under Permit Number 230940, attached. Well #1 was drilled to a depth of approximately 33 feet into the Roaring Fork River alluvium. Deane Well #2 was also permitted in 2001 (Permit Number 230939, attached) and was completed on April 30, 2004 by Shelton Drilling Corp. The well was drilled to a total depth of 40 feet into the Roaring Fork River alluvium. A copy of the well construction report is attached. We have also included a graphical representation of the well construction shown in Figure 2. Deane Well #1 Pump Test Deane Well #1 was pump tested on May 6, 2004 by Samuelson Pump Company. The pump test was four hours in duration. The well had a static water level of 1.9 feet before pumping started. The pumping rate for the first two minutes of the test was 15 gallons per minute (gpm). Since the well was showing a rapid decline in the water level at the higher pumping rate, the rate was decreased gradually over the first two hours of the test. For the last two hours of the test the pumping rate was held at a constant 6.2 gpm. Table 1 lists the drawdown and time information collected during the test. Results of this test are plotted graphically in a water level versus time graph in Figure 3. The maximum drawdown during the test was 23.60 feet. The well appeared to have stabilized by the end of the four- hour test; however, the well maybe rusted up due to its age. Recovery data were collected for a period of 50 minutes after pumping stopped. By the end of the 50 -minute period the well had recovered to its pre -pumping level. A graph of the recovery data, displayed as residual drawdown is shown in Figure 4. The well has and should be able to continue to serve the single family residence. Deane Well #2 Pump Test A pump test of Deane Well #2 was conducted by Samuelson Pump Company on May 5, 2004. The pump test was four hours in duration. Prior to the test, the static water level in the well was measured at 4.05 feet. The well was pumped at a rate of 28 gpm for the first four minutes of the test. The pumping rate was increased and maintained at 37.5 gpm for minutes 5 to 10. During minutes 15 to 240, the well was pumped at a constant rate of 42 gpm. The drawdown and time data collected during the test are presented in Table 2. We have plotted the results of the test in a water level versus time curve as shown on the attached Figure 5. The maximum drawdown during the four-hour test was measured at 2.73 feet. The well had stabilized by the end of the four-hour test. Well #2 displayed normal recovery characteristics. The well should be able to pump continuously for an extended period at 42 gpm. Recovery data were collected for a period of 12 minutes after pumping stopped. By the end of the 12 -minute period the well had essentially recovered to its pre-test level. A graph of the recovery data, displayed as residual drawdown is shown in Figure 6. Water Quality Water samples were collected during the pump tests and sent to ACZ Laboratories, Inc. and to the Colorado State Lab in Grand Junction for independent analyses. The lab tests included analyses for coliform bacteria, total dissolved solids (TDS) and nitrate/nitrite. Results of the tests are attached and are shown in the table below. Well TDS (mg/I) Nitrate (mg/I) Nitrite (mg/I) Coliform Bacteria #1 #2 350 281 0.10 0.30 0.10 0.30 0 Colonies 0 Colonies The results show that all nitrate and nitrite levels were below the Maximum Contaminant Levels (MCLs) as established by the Colorado Department of Public Health and Environment. The bacteria sample results confirmed that coliform bacteria were absent from the samples. There are no MCLs for total dissolved solids; however the TDS levels in both wells were below the recommended levels as prescribed by the National Secondary Drinking Water 2 Standards established by the U. S. Environmental Protection Agency. Additional water quality tests were performed on Well #2 to check for inorganic chemical levels in the aquifer. The results of this testing, from ACZ Laboratories, Inc., are attached. The results show that for all of the water samples tested, none exceeded their respective MCLs. Well #2 is permitted to serve up to three single family residences at a maximum pumping rate of 15 gpm. With sufficient water storage and well sharing agreements, it is believed that, based on the pump test results, Well #2 should have adequate capacity to supply the three residences. If you have any questions, please call our office at (970) 945-5700. Very truly yours, Zancanella and Associates, Inc. Thomas A. Zancanella, P.E. Samuel D. Simmons, E.I.T. Attachments cc: Doane Deane Ron Liston Z:\24000\24211 Deane Subdivision\Bean-WaterSupply.doc 3 R88W 1 0 1 00 3000 Scale In Feet T7S General Location Map SCALE: DATE: SHEET: 1" = 2000' May 2004 1 OF 1 DRAWN BY: TJK CHKD BY: BCP APPD BY: TJK DRAWING: LocTopo.dwg Doane Deane Subdivision ZANCANELLA AND ASSOC/A TES, /NC. ENC/NEER/NO CONSULTANTS POST OFFICE BOX 1908 - 1005 COOPER AVENUE GLENWOOD SPRINGS. COLORADO 81602 (970) 943-5700 FIGURE NO. 1 PROJECT: 24211 GROUND LEVEL 0 .,.. 4sTIcWATER LEVEL 4,1' ON MAY 5, 2004 -4.- 0' T ❑ 40' Boulders & Sand 9" HOLE DIAMETER 1' TO 32' 10- ,- 7' PLAIN STEEL CASING . 10'-20' 20- - CEMENT ' Cobbles, Sand & 30- 32' TO 40' Gravel 7' STEEL PERF CASING 40 TOTAL DEPTH 40' Deane Well #2 Well Detail /\<\ Doane Deane Subdivision FIGURE NO. 2 SCALE: NOT TO SCALE DATE: May 2004 SHEET 1 of 1 / ZANG-ANEL L A ANL' ASSOCIATES, INC, ENGINEERING CONSUL TANTS DRAWN BY: CHKD BY: BCP APPD BY: TAZ PLAN NO. New Well Detall.dwg PSDS W000 SPRRiN�XC COLORADO 94s-s7oo PROJECT: 24211 uouay,!yid} 1, LVVs4 I .GL) t'IVI vvayne sneIton V/ 0-47-.3501 WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 2. WELL PERMIT NUMBER 230939 Owner Name(s): Estate of Louise G Deane % Doane Deane Mailing Address: 477 Rose Lane City, State, Zip : Carbondale, Co. 81623 Phone # : 970-963-2149 WELL LOCATION AS FRILLED DISTANCES FROM SEC. LINES 3560 ft. from South Sec. line and SUBDIVISION: STREET ADDRESS AT LOCATION GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED: 4/30/2004 TOTAL DEPTH: 40 DEPTH COMPLETION: 40 P.01 . JPFICE USE ONLY APPROVAL ti GWS31-91-03 SW 1/4 NE 1/4 Sec: 35 Twp: 7 S Range: 88 W 1680 ft. from East Sec. line OR Northing: Easting: LOT: BLOCK: FILING (UNIT): 5. GEOLOGIC LOQ Type of Material (Size, Color and T e) 9.0 6. HOLE DIAMETER (in) Depth 000-020 4 Boulders, Sand 020-040 Cobbles. Sand Gravel FROM (ft) TO (ft) 40 7. PLAIN CASING OD (in) Kind Wal Sive From (ft) Tu (ft) 7.0 Steel 0.240 32 Water Locatcd: 10 ± Remarks : PERP'. CASING : Screen Slot Size 7.0 Steel 0.240 32 40 8. Filter Pack Material : Size : Interval : 9. Packer Placement Type : Depth : 10. GROUTING RECORD Material Amount Density interval Placement Cement 3 sks 6 gal/sk 10-20 poured 11. DISINFECTION : Type : HTH 12. WELL TEST DATA : () Check Box If Test Data Is Submitted On Supplemental TESTING METHOD : Air Compressor Static Level : 4 ft. Pumping Laves : Total ft. Test Remarks ( have mad the ,tsteme to made herein and know the comas teem; and that they ace out to my knowledge. (Pwsnant to Section 24-1- i-4 (13)(a) CRS. the "Wang of telae statements 13 • coosdtuin the e &even degree end ie voniaea1�e ss a lass 1 misdemcen(c.) il927-d 182 CON i'KAGTOR : Shelton Drilling Corp. one : (9 970) Mailing Address : P.O. Box 1059 Basal C.81621 Lic. ._ No. 795 0) Date/Time Measured 4/30/2004 DateiTime Measured 4/30/2004 Amt. Used : 1 oz. Production Rate 15 gpm Test Length : 2 hours Name / Title (Please Type or Print) Wayne Shelton / President Date 5/11/2004 Well ID: TABLE 1 Pump Test Data Deane Well #1 Job No.: 24211 Client: Deane Test By: Samuelson Analysis By: SDS M.P. = Top of Casing Q = 6.2 gpm r = ft S.W.L. = 3.2 ft b = ft Time/Date on: 5/6/04 12:55 PM Time/Date off: 5/6/04 4:55 PM Test Length: 4:00:00 total time TIME Time (minutes) W.L. Measurement Drawdown (feet) Q (gpm) 20 t' (minutes) t/t' (feet) (inches) 5/6/04 12:55 PM 0 3 2.4 SWL 5/6/04 12:56 PM 1 16 8.8 13.53 15 5/6/04 12:57 PM 2 18 10.4 15.67 15 5/6/04 12:58 PM 3 20 6.2 17.32 12 5/6/04 12:59 PM 4 20 6.2 17.32 12 5/6/04 1:02 PM 7 21 3.6 18.10 10 5/6/04 1:03 PM 8 21 0.6 17.85 10 5/6/04 1:05 PM 10 21 0.6 17.85 10 5/6/04 1:07 PM 12 21 3.0 18.05 10 5/6/04 1:10 PM 15 21 4.2 18.15 10 5/6/04 1:15 PM 20 22 0.0 18.80 10 5/6/04 1:25 PM 30 23 0.0 19.80 8.1 5/6/04 1:35 PM 40 23 10.8 20.70 8.1 5/6/04 1:45 PM 50 24 6.0 21.30 8 5/6/04 1:55 PM 60 24 9.6 21.60 8 5/6/04 2:25 PM 90 26 9.6 23.60 8 5/6/04 2:55 PM 120 20 7.6 17.43 6.2 5/6/04 3:25 PM 150 21 10.2 18.65 6.2 5/6/04 3:55 PM 180 22 0.0 18.80 6.2 5/6/04 4:25 PM 210 22 2.2 18.98 6.2 5/6/04 4:55 PM 240 22 2.2 18.98 6.2 5/6/04 4:56 PM 241 19 4.8 16.20 Stopped Pumping 1 241 5/6/04 4:57 PM 242 18 1.8 14.95 0 2 121 5/6/04 4:58 PM 243 12 6.0 9.30 0 3 81 5/6/04 4:59 PM 244 10 2.4 7.00 0 4 61 5/6/04 5:00 PM 245 8 1.2 4.90 0 5 49 5/6/04 5:01 PM 246 6 4.0 3.13 0 6 41 5/6/04 5:03 PM 248 4 5.6 1.27 0 8 31 5/6/04 5:05 PM 250 3 8.4 0.50 0 10 25 5/6/04 5:07 PM 252 3 4.6 0.18 0 12 21 5/6iO4 5:10 PM 255 3 3.6 0.10 0 15 17 5/6/04 5:15 PM 260 3 3.0 0.05 0 20 13 5/6/04 5:25 PM 270 3 2.4 0.00 0 30 9 5/6/04 5:35 PM 280 3 2.4 0.00 0 40 7 5/6/04 5:45 PM 290 3 2.4 0.00 0 50 6 5/26/2004 Zancanella & Associates, Inc. Housewell Pump Test 0 0 0 0 O 0 0 O O O O 0 0 F Static Water Level = 3.2 ft. 1 E a m N (0 I I 0 0 ui o N I I I I I I I I I I I 7 - 20 min. Q = 10 gpm I I I IL 0 - 4 min. Q = 20 - 12 gpm Pump Set at 25 ft. N (4) lanai JaWM It) N O M Housewell Pump Test Zancanella & Associates, Inc. 0 0 0 CO 0 0 0 Figure 4 Recovery Following 4 Hour Pumping Test - 5/6/04 Deane Well #1 Recovery as Residual Drawdown 1 10 100 t/t' 1,000 10,000 100, 0 I-■ ■ t 2- - - 4 4) J 6 - v N g E O L u. 10 m m u- 4 Housewell Pump Test Zancanella & Associates, 0 0 0 N 6 N N Well ID: TABLE 2 Pump Test Data Deane Well #2 Job No.: 24211 Client: Deane Test By: Samuelson Analysis By: SDS M.P. = Top of Casing Q = 42 gpm r = ft S.W.L. = 4.1 ft b = ft Time/Date on: 5/5/04 11:44 AM Time/Date off: 5/5/04 3:44 PM Test Length: 4:00:00 total time TIME Time (minutes) W.L. Measurement Drawdown (feet) Q (gpm) t' (minutes) t/t' (feet) (inches) 5/5/04 11:44 AM 0 4 0.6 SWL 28 5/5/04 11:45 AM 1 6 1.8 2.10 28 5/5/04 11:46 AM 2 6 1.8 2.10 28 5/5/04 11:47 AM 3 6 1.8 2.10 28 5/5/04 11:48 AM 4 6 1.2 2.05 28 5/5/04 11:49 AM 5 6 6.0 2.45 37.5 5/5/04 11:51 AM 7 6 7.2 2.55 37.5 5/5/04 11:52 AM 8 6 6.6 2.50 37.5 5/5/04 11:54 AM 10 6 7.2 2.55 37.5 5/5/04 11:56 AM 12 6 6.0 2.45 40 5/5/04 11:59 AM 15 6 8.2 2.63 42 5/5/04 12:04 PM 20 6 8.4 2.65 42 5/5/04 12:14 PM 30 6 7.2 2.55 42 5/5/04 12:24 PM 40 6 9.4 2.73 42 5/5/04 12:34 PM 50 6 9.4 2.73 42 5/5/04 12:44 PM 60 6 9.0 2.70 42 5/5/04 1:14 PM 90 6 9.0 2.70 42 5/5/04 1:44 PM 120 6 9.0 2.70 42 5/5/04 2:14 PM 150 6 9.0 2.70 42 5/5/04 2:44 PM 180 6 9.0 2.70 42 5/5/04 3:14 PM 210 6 9.0 2.70 42 5/5/04 3:44 PM 240 6 9.0 2.70 42 5/5/04 3:45 PM 241 4 2.4 0.15 Stopped Pumping 1 241 5/5/04 3:46 PM 242 4 1.9 0.11 0 2 121 5/5/04 3:47 PM 243 4 1.6 0.08 0 3 81 5/5/04 3:48 PM 244 4 1.3 0.06 0 4 61 5/5/04 3:49 PM 245 4 1.2 0.05 0 5 49 5/5/04 3:56 PM 252 4 0.8 0.02 0 12 21 5/26/2004 Zancanella & Associates, Inc. New Well Pump Test 0 O O 0 O O O O O O O O ►n O 10 O 1n N N (4) IOAO1 J83eM O 10 O New Well Pump Test Zancanella & Associates, Inc. 0 0 N CA N 1 1 1 15 min. - End of test Q = 42 gpm 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \/ 0 - 4 min. Q = 28 gpm 1 • Pump Set at 35 ft. • I I 1 O ►n O 10 O 1n N N (4) IOAO1 J83eM O 10 O New Well Pump Test Zancanella & Associates, Inc. 0 0 N CA N 0 to H 0) E It co d 0 � = C 0 11.0 0 0 cu Recovery as Residual Drawdown O 0 0 0 0 0 0 0 0 0 0 O to O U) N O O O O O O O (lanai age;s woij lead) umopmeJa New Well Pump Test Zancanella & Associates, 140Z Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487(800) 334-5493 Zancanella & Associates Project ID: Sample ID: DEAN -230939 ACZ Sample ID: Date Sampled: Date Received: Sample Matrix: L45643-01 05/05/04 00:00 05/06/04 Drinking Water Metals Analysis Arsenic, total recoverable Barium, total recoverable Beryllium, total recoverable Cadmium, total recoverable Calcium, dissolved M200.7 ICP Chromium, total M200.8 ICP -MS recoverable Copper, total M200.8 ICP -MS recoverable Iron, total recoverable M200.7 ICP Lead, total recoverable M200.8 ICP -MS Magnesium. dissolved M200.7 ICP Manganese total M200.7 ICP recoverable Mercury, total M245.1 CVAA Molybdenum, total M200.7 ICP recoverable Nickel, total M200.7 ICP recoverable Potassium, dissolved M200.7 ICP ERJA illethod M200.8 ICP -MS M200.7 ICP M200.8 ICP -MS M200.8 ICP -MS Selenium, total recoverable Silver, total recoverable M200.7 ICP M200.8 ICP -MS Sodium, dissolved Thallium, total recoverable Metals Prep Parameter Total Recoverable Digestion Total Recoverable Digestion M200.7 ICP M200.8 ICP -MS PA IAethod M200.2 ICP M200.2 ICP -MS esult' ', : Ilual' tQ Units ,91ADJ- RLIL U mg/L 0.0002 0.001 05/20/04 2:48 jb 0.067 mg/L 0.003 0.01 05/18/04 3:22 U mg/L 0.0002 0.001 05/20/04 2:48 U mg/L 0.0002 0.001 05/20/04 2:48 69.5 * mg/L 0.2 1 05/14/04 19:45 0.0005 B mg/L 0.0002 0.001 05/20/04 2:48 U mg/L 0.001 0.005 05/20/04 2:48 0.08 mg/L 0.01 0.05 05/19/04 6:11 0.0001 B mg/L 0.0001 0.0005 05/17/04 20:21 11.0 mg/L 0.2 1 05/14/04 19:45 U mg/L 0.005 0.03 05/18/04 3:22 U mg/L 0.0002 0.001 05/16/04 14:50 U mg/L 0.01 0.05 05/18/04 3:22 U mg/L 0.01 0.05 05/17/04 2:07 1.3 * mg/L 0.3 1 05/16/04 16:39 0.0005 B mg/L 0.0002 0.001 05/21/04 0:48 U mg/L 0.005 0.03 05/18/04 3:22 4.1 mg/L 0.3 1 05/14/04 23:34 0.00019 B mg/L 5E-05 0.0003 05/17/04 20:21 Result `Qua/ "°XQ Units VLDL . PQL Date 05/15/04 9:24 05/15/04 17:28 scp jb jb scp jb jb wfg jb scp scp ms scp scp scp jb scp scp jb scp jb REPIN.01.11.00.01 * Please refer to Extended Qualifier Report for detail. L45643: Page 3 of 10 ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487(800) 334-5493 Zancanella & Associates Project ID: Sample ID: DEAN -230939 norganic Analytical Results ACZ Sample ID: Date Sampled: Date Received: Sample Matrix: L45643-01 05/05/04 00:00 05/06/04 Drinking Water Wet Chemistry ameter EPA Method Result - ; Qua! - XQ Units r MDL PQL Date Alkalinity as CaCO3 SM2320B - Titration Bicarbonate as CaCO3 Carbonate as CaCO3 Hydroxide as CaCO3 Total Alkalinity Cation -Anion Balance Cation -Anion Balance Sum of Anions Sum of Cations Chloride Color Conductivity @25C Fluoride Hardness as CaCO3 Lab Filtration Lab Filtration & Acidification Nitrate as N, dissolved Nitrate/Nitrite as N, dissolved Nitrite as N, dissolved pH (lab) Residue, Filterable (TDS) ©180C Sulfate TDS (calculated) TDS (ratio - measured/calculated) Turbidity Calculation M325.2 - Colorimetric M110.1 - Colorimetric M120.1 - Meter SM4500F-C SM2340B - Calculation SM 3030 8 SM 3030 B 132 U U 132 mg/L mg/L mg/L mg/L -5.3 5.0 meq/L 4.5 meq/L 4 B mg/L U Co/Pt 445 um hos/cm 0.2 B mg/L 219 mg/L Calculation: NO3NO2 minus NO2 0.30 M353.2 - Automated Cadmium Reduction M353.2 - Automated Cadmium Reduction M150.1 - Electrometric SM2540C - Gravimetric M375.3 - Gravimetric Calculation Calculation M180.1 - Nephelometric 0.30 7.9 300 110 281 1.07 0.8 U H H H mg/L mg/L mg/L units mg/L mg/L mg/L NTU 2 10 05/06/04 0:00 2 10 05/06/04 0:00 2 10 05/06/04 0:00 2 10 05/06/04 0:00 0.1 0.1 1 5 1 0.1 1 0.5 0.5 5 5 10 0.5 7 05/24/04 0:00 05/24/04 0:00 05/24/04 0:00 05/12/04 17:55 05/06/04 17:52 05/06/04 21:16 05/19/04 15:55 05/24/04 0:00 05/12/04 15:06 05/13/04 10:30 0.02 0.1 05/24/04 0:00 0.02 0.1 05/06/04 17:20 0.01 0.05 05/06/04 17:20 0.1 0.1 05/06/04 21:16 10 20 05/19/0417:16 10 50 05/19/04 9:18 10 50 05/24/04 0:00 05/24/04 0:00 0.1 0.5 05/07/04 15:59 Analyst bf bf bf bf calc calc calc ksj mah bf bf calc ksj scp calc llr llr bf mdm bf calc calc mah REPIN.01.1 1.30.01 Please refer to Extended Qualifier Report for detail L45643: Page 4 of 10 Parameter ACZ Laboratories, Inc. 2773 Downhill Drive Steamboat Springs, CO 80487(800) 334-5493 Zancanella & Associates Project ID: Sample ID: DEAN -230940 norganic Analytical Results°. 'V v ACZ Sample ID: Date Sampled: Date Received: Sample Matrix: L45643-02 05/05/04 00:00 05/06/04 Drinking Water Wet Chemistry EPA Method Result Qua I XC ; Units ` MDL PQL:Date Lab Filtration Nitrate as N, dissolved Nitrate/Nitrite as N, dissolved Nitrite as N, dissolved Residue, Filterable (TDS) @180C SM 3030 B Calculation: NO3NO2 minus NO2 0.10 M353.2 - Automated Cadmium Reduction M353.2 - Automated Cadmium Reduction SM2540C - Gravimetric 0.10 350 B u H mg/L 0.02 0.1 mg/L 0.02 0.1 05/13/04 6:30 05/24/04 0:00 05/06/04 17:21 mg/L 0.01 0.05 05/06/04 17:21 Analyst mah calc Dr mg/L 10 20 05/19/04 17:17 mdm REPIN.01.11.00.01 * Please refer to Extended Qualifier Report for detail. L45643: Page 5 of 10 111 NJY m a as a a ❑ E ❑ ❑ W Nts 0 ❑ NON -COMMUNITY INFORMATION: 0 COMMUNITY N COLLECTED RECEIVED RESULTS: SEE REVERSE FOR EXPLANATION Z w m TOTAL COLIFORM ❑ PRESENT MOST PROBABLE NO. 0 COLIFORM/100ML OL ¢Q) U a o % Z N z LAp Q crz Z O F a c)1 4 ORDERED BY: (SAMPLE MAY NOT BE TESTED IF ¢ W z 0 ❑ ADDRESS /�LeVelad s 6 d-7/ / CITY / STATE / ZIP fid/ TEST ORDERED C STD SACT. ❑ OTHER FEE STAMP LAB 106 (07/97)_ COLLECTED 0 W ¢ z 0 z RESULTS: SEE REVERSE FOR EXPL z z w H z w CC TOTAL COLIFORM MOST PROBABLE NO. COLIFORM/100ML w U LL w 00 ow0Q J LL o } m O¢o 40 rt CC 0 0 > Z J CO O 111 0 NON -COMMUNITY Z 0 U Z 0 2 Ct 0 LL Z_ w J 2 0 Z 0 EE1 0 EE w 3 ¢ LL ❑ w 0 CC CL W z 0 17- U w ¢ D. ❑ ®. z «.l u_ 0 N O w ¢ n 0 z ORDERED BY: (SAMPLE MAY NOT BE TESTED IF U W TEST ORDERED LAB 106 (07/97) pPLLCANT PCS OFFICE OF THE SATE ENGINEER CQLORADO DIVISION OF WATER RESOURCES 8 8 sn�annW akp., ,3i 8Nsrmsn 3t . Dsnver. CQWradp 6O$03 (3037) 000-3501 WELL PERMIT NUMBER 2309 ; DIV 5 WD 38 DES BASIN MD J ESTATE OF LOUISE GLOVER DEANE C/O DOANE H DEANE 0477 ROSE LANE CARBCNDALE. CO 81023 (970) 983-2149 ;Ute .t APPROVED '+y ,L LOCA QN GARFIELD COUNTY SW 1/4 NE 1/4 Section 35 Township 7 8 Range 88 W Sixth P M INSTANCES FRC)4 SECTION LINE>9 3400 Ft from South Section Line 1850 FL from East Section Line UTM COORDINATES Northing Eireiln9 ISSUANCE OF ThlIS PERMIT DOES NOT CONFER A WATER RIONT ON4DITIONB OF APPROVAL This wail shell be used In such a way as to =mina /Wartai ury to existing water rights The Issusncs of this permit dove not assure via appeant that no injury wrl t>taur to another vaateo water ripnt or prsclude another owner ore vetted water right From seeking rang n a civil court action The construction of this tvai shall is in ccrnp;sance with s Water WNI Construction Rules 2 CCA 4022, anises approval Of a.var.enca rias Dean grunted by >>e Stein 2.aard of Examiners of Water Well Construdron and Pump Installation Contractors in accordance wtth Rule 18 Approved pursuant to CRS 37-92-602(3)(b)(11)(A) u the only well on a trims of lend of 35 38 acres deacrtbad as ther portion of the NE 1/4. Sea 35, Two 7 5, Ang 88 W, Sixth P M , Cieritekt County, more particuisrly daacnbad on Me attached extsbtt A The use of ground weer from Ole wet, Is limited to fire protacoon, ordinary household purposes inside not more than three (3) single fertYv Wreitinge, the watanny of poultry, domestic antmale and trveetccrc on a tams or ranch and the 4ttgaton of not mare then one (1) sore of home garcons and lawns The maximum pumping race of tits well shall not exceed 15 GPM The rettrn flow from the use of this wail must be through an inctvidua) waists water disposal system of the ncn-evaporaltva type ,,stere the water is rnturnsd to the sans stream ayateM in which the wed N located Thee well shalt be consiructed not more than 200 feet from the location apoo1890 on th s perp t. /- 1- aC 1 Permit Expiration Cate Extended to January 4, 2004 i AOT 12-24-02 1sAPPROVED iD2 of N accts engn«r j�N O 4 EDI r �ISUD JAN 0 it 2003 1 fTHE STATE ENGINEER ()3DIVISanS aOF WATERr. Colorado�3 RESOURCES 113 LP WELL PERMIT NUMBER a-it:3'1t 9 4® DIV. 5 WD 38 DES. BASIN MD OF LOUISE GLOVER DEANE ANE H DEANE ROSE LANE BONDALE, CO 81623- 70) 963-2149 TION OF EXISTING WELL APPROVED WELL LOCATION GARFIELD COUNTY SE 114 NW 1/4 Section 35 Township 7 S Range 88 W Sixth P.M. DISTANCES FROM SECTION L'NES 3350 Ft. from South Section Line 3250 Ft. from East Section Line UTM COORDINATES Northing: Eastina: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 'f This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. The construction of this welt shall be it compliance with the Water Well Construction Rules 2 CCR 402-2. unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump installation Contractors in accordance with Rule 18. 3) This well is recorded and permit approved in accordance with CRS 37-92-602(5) for historic use as indicated herein and described in CRS 37-92-602(1)(e), being a well producing 50 GPM and used for ordinary household purposes inside three (3) single family dwellings, fire protection, the watering of domestic animals. poultry and livestock on a farm or ranch. and the irrigation of not more than. one (1) acre of home gardens and lawns. 4) The date cf first beneficial use. as claimed by the applicant, is August 1, 1945 le 4r\ ‘01) State Engineer ict No. 0470748 ' DATE ISSUED JAN Q 2001 By % 67 G` EXFIRATION DATEWA