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1.02 Water & Wastewater
G1 N EE RING i N C John L. Taufer August 8, 2019 John L. Taufer & Associates, Inc. P.O. Box 2271 Glenwood Springs, CO 81802 RE: Richardson Minor Subdivision — Water and Wastewater Report Dear John: This letter report presents the technical analysis of the water supply and wastewater treatment for the proposed Richardson Minor The property is located in South Canyon at 3135 County Road 134. The proposed subdivision consists of splitting the existing 40+- acre parcel into two lots as shown on Figure 1. Lot 1 will be served by the existing well and Onsite Wastewater Treatment System (OWTS) and Lot 2 will be served by a new well and OWTS system. The water demand, water rights, well yield and water quality, and wastewater treatment are presented below. WATER DEMAND The water demands for the project include domestic uses for two single family dwellings, and irrigation of approximately 12,900 square feet (9,900 existing on Lot 1 and 3,000 proposed for Lot 2) of lawn and landscape. The estimated demand for Lot 1 is 0.94 acre feet and for Lot 2 is 0.55 acre feet. The maximum daily demand in July is estimated at 1800 gallons for Lot 1 and 800 gallons for Lot 2. Each well will be allowed to pump at a rate of up to 15 gpm, depending on the yield of the well. WATER RIGHTS The existing well was issued Well Permit No. 278979 for an Exempt 35+ acre well. This permit would not be valid after subdivision of the property and construction of a second well within the 40 are parcel. Therefore, a West Divide Water Conservancy District (WDWCD) Water Allotment Contract was obtained to allow for the existing well on Lot 1 and the proposed new well for Lot 2. WDWCD Water Allotment Contract No. 190418DR(a) approved by the Board of Directors is attached. Well permits for the two wells were obtained from the Division of Water Resources (DWR) pursuant to the WDWCD Water Allotment Contract. Attached are Permit No. 83278-F for the existing Lot 1 well and Permit No. 83279-F for the proposed Lot 2 well. WATER WELLS Well Construction The existing well was constructed on August 21, 2008 by Shelton Drilling Corporation to a depth of approximately 80 feet. The well is constructed with 7 -inch steel surface casing to Consulting Engineers and Hydrologists 909 Colorado Avenue Glenwood Springs. CO 8'! S01 ; . [S701948-6777 ; Fax [9701 9,15-11 07 John L. Taufer August 8, 2019 Page 2 approximately 40 feet, 5.5 -inch solid steel casing from 20 feet to 30 feet, and 5.5 -inch solid PVC casing from 60 feet to 80 feet. Perforated 5.5 -inch PVC casing was installed in the gravel and cobble water producing zone from 30 feet to 60 feet. At the time of the well construction, static water level was 15 feet from top of casing (TOC) and the well produced an estimated 15+ gpm during a 2 -hour air lift test. Pumping Test A pumping test was conducted on January 8, 2019, for the existing Lot 1 well. The purpose of the test was to determine the long-term yield of the well at low seasonal groundwater and the ability to develop a second well to serve Lot 2, The initial static water level was measured at 15.5 feet below the TOC. Ray's Well Done Pump Service lifted the pump approximately 7 feet so that the discharge could be directed out without using the existing plumbing. The initial pumping rate was approximately 20 gpm and remained at approximately 20 gpm for the entire 4 -hour pumping test. The well had a total drawdown of 5.5 feet and was becoming stable at the end of the test. The well recovered to 97% of its static elevation within 30 minutes after pumping stopped. Over the 4 -hour pumping period approximately 4,800 gallons was pumped, more than 2.5 times the peak day use in July. The results of the pumping test at low seasonal groundwater demonstrate that the alluvial aquifer is capable of supplying the demands for the two lots and a second well can be developed for Lot 2, WATER QUALITY RESOURCE collected water samples from the existing well during the pumping test on January 8, 2019. The sample was shipped by overnight delivery under proper chain of custody to Colorado Analytical Laboratories, Inc. In accordance with the criteria established by the Garfield County Land Use and Development Code the well was tested for inorganic compounds including metals, coliform, alkalinity, corrosivity, hardness, pH, total dissolved solids, and radionuclides. The attached results indicate that the well water meets the basic EPA primary and secondary drinking water standards, except for total dissolved solids (TDS). TCS is included in the secondary drinking water standards, which are non -enforceable guidelines for parameters that may have cosmetic or aesthetic effects such as color, taste or odor. The TDS was reported at 716 mgll and the secondary standard is 500 mg/l. TDS is a measure of dissolved ions such as calcium, sodium, iron, manganese, and sulfate. Although none of those parameters exceed their respective standards, together they result in the high TDS. There is no health effect from the TDS, but the result is generally a salty taste issue. We note that the hardness is reported at 376 mgll and the water is considered very hard (>200 mg/L as CaCO3). Hard water can cause scale to build up in boilers, water heaters, and on water fixtures, and lessen effectiveness of soaps. Hardness is typically treated with water softening equipment for household use when it is greater than 200.0 mg/L, In summary, the water is suitable for residential drinking water purposes, RESOURCE John L. Taufer Page 3 WASTEWATER August S, 2019 The existing house on Lot 1 is served by a Conventional septic tank and leachfield disposal system. The soils, based on the well construction report and the USDA Natural Resources Conservation Service Soll Survey, are fine grained sands, silts and clays derived from the shale and sandstone formation located on the hillsides in the South Canyon Creek basin. The well construction report indicates that the fine grain soils are mixed with cobbles and gravels. The soils are suitable for a conventional dWTS system. However, the soils could contain higher clay content in some areas and require a larger than average adsorption field area. Site specific percolation testing and soil profile trench will determine the design of the system. SUMMARY The Richardson Minor Subdivision has obtained a WDWCD Water Allotment Contract and DWR has issued well permits for the existing well on Lot 1 and the proposed well on Lot 2. A pumping test of the existing Lot 1 well and review of the well construction report indicates that the South Canyon Creek alluvial aquifer at the site can supply wells with a yield in excess of 15 gpm (maximum allowable pumping rate) and is more than adequate for two single family dwelling units and 12,900 square feet of lawn and garden irrigation. The laboratory results for the water quality analysis of the existing well indicate the water is suitable for a drinking water supply. The hard water and high TDS are treatable, if desired, to provide a more aesthetically pleasing supply for the in-house uses. The existing house utilizes a conventional DWTS wastewater system and the soils appear adequate for Lot 2 to develop a conventional QWTS system. However, site specific percolation testing and soil profile trench will determine the actual design. Please call if you have any questions or need additional information. Sincerely, RESOURCE ENGINEERING, INC. Michael J. rion, P. E. Water Resources Engineer MJ91mmm 1548-1.0 Attachments CC: Tye Richardson :RESOURCE COLORADO WELL PERMIT NUMBER 83278-F Division of Water Resources RECEIPT NUMBER 9504576A Dk,�rIMent & kat4ral ReSourrtn ORIGINAL PERNLIT APPLICANT(S) DARYLTYE RICHARDSON PERMIT TO USE AN EXISTING WELL APPROVED WELL LO -ATI(& Water Division: 5 Water District: 45 Designated Basin: NIA Management District N/A County: GARFIELD Parcel Name: RICHARDSON MINOR Lot: 1 Bloek: Filing: Physical Address: 3135 COUNTY ROAD 134 GLENWOOD SPRINGS, CO 81601 SW 114 SW 114 Section 14 Township 6.0 S Range 90.0 VII Sixth P.M. LiTM COORDINATES (hleten..-Zone 3 N3y NAD_ 83j Easting: 292152.8 Northing: 4377864.5 ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This wetLshall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not ensure that no injury wrli occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well small be in comp5ance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has he en granted by the State Board of Exammrile is of Water Welt Construction and Purnp installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2), on the condition that this welt is operated in accordance with the West Divide Water Conservancy District Augmentation Plan approved by the Division 5 Water Court in case no. 0ZCW0123. 1 f this well is not operated in accordance with the terms of said decree, it witl be subject to administration including orders to cease diverting water. WDWCD contract #19041HDR (a). 4) Approved for the expansion of use of, an existing well, coils tructed on August 21, 2008, to a depth of 8D feet, and with pump installation on October 12, 20th, aIL under permit no. 2 7697 9 (canceled). Issuance of this permit hereby cancels permit no. 276979. i5] The use of ground water frorn this well is limited to ordinary household purposes inside ane (1) single family dweIting, the irrigation of not more than 9,900 square feet of horde gardens and lawns. 16) The pumping rate of this well shall not exceed 15 GPM. 7) The annual withdrawal of ground water from this well shad not exceed 0.94 acre-foot (306,299 gallons). 8) The return ftow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 9) This well shalt be Located not more than 200 feet from the location spec if sed an this permit. 10) The owner shat mark the well in a conspicuous Iacation with well permit numb�er(s), name of the aquifer, and court case numbers) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 11) A totalizing flow meter must be ins ta[Led on this wet arhd maintained in good working order. Permanent records of alt diversions rnust be maintained by the well owner (recorded at Least annually) and submitted to the Division Engineer upon request. NOTE: T#his welt is to be Located on a reside ntlaI site of 2 5. 8 acres) described as tot 1, Richardson Minor Subdivision, Garfield County. NOTE: Parcel Identification Number (PIN): 23-2183-143-00-084 NOTE: Assessor Tax Schedule Number-: R302985 (totaling 40 acres I Printed 0f)-10.2019 For questions amour this permit call 303.865.3581 or go to www.warer.stue.co. us Page 4 of Z WELL PERWT NUMBER 83278-F Issued By DWIGHT WHITEHEAD RECEIPT NUMBER 9504576A Date issued: 6llOj2019 Expiration Date: N/A Printed 06-10-2019 For questions about this permit calf 303.8616-3581 or go to vnnv.Yvater.sGste-co, I'S Page 2 of 2 COLORADO WELL PERMIT NUMBER 83279•F Division of Water Resources RECEIPT NUMBER 95045766 ' Deparlmerci v! r+tatural Resources UKIUINAL Nt KMl l AYF'LICANT S DARYL TYE RIC HARDSO N PERMIT TO CONSTRUCT A NEW WELL APPROVED WELL LOCATION Water Division: 5 Water District: 45 Designated Basin: N/A Management District: NIA County: GARFIELD Parcel Name: RiCHARDSON MiNOR Lou 2 Block: Filing. Physical Address: TBD COUNTY ROAD 134 GLENWOOD SPRINGS, CO 81601 SW 1114 SW 1I4 Section 14 Township 6.0 S Range 90.0 W Sixth P.M. Weil to be constructed on specified tract of land ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT O D TIONS OF APPRQVA 1} This well shall be used in such a way as to cause no mate ria t injury to existing water rights. The issuance of this permit does not ensure 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. 2) The construction of this well shall be in compliance with the Water Well Construction Ru les 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 Rote 18. 3} Approved pursuant to CRS 37-90-137(2), on the condition that this well is operated in accordance with the West Divide Water Conservancy District Augmentation Plan approved by the Division 5 Water Court in case no. OZCW0123. !f this well is not nperaLed in accordance with the terms of said decree, it will be subject to administration including orders to cease diverting water. WDWCD contract #190415DR(a). 4) The use of ground water from this well is Limited to ordinary household purposes inside one (1) single family dweIting, the irrigation of not more than 3,000 square feet of home gardens and lawns. 5) The pumping rate of flits well shall not exceed 15 GPM, 6) The annual withdrawal of ground water from this welt shall not exceed 0.55 acre-foot (179,218 gallons). 7) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 8) Pursuant to Rule 6.2.3 of the Water Well Construction Rules, the well construction contractor shall submit the as -built well location on work reports required by (Rule 17.1 within 60 days of completion of the welt. The measured location must be accurate to 244 feet of the actual location. The location information trust include a GPS location (UTM coordinates) pursuant to the Division of Water Resources' guidelines. 9) Tiie owner shall mark the well in a conspicuous location with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve tiles-- markings. 10) A totalizing flow meter must be installed on this welt and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. NOTE: This well is to be located on a residential site of 18.20 acre(s) described as lot 2, Richardson Minor Subdivision, Garfield County. NOTE: Parcel Identification Number (PIN). 23-2183-143-00-084 NOTE: Assessor Tax Schedule Number: R302985 (totaling 40 acres) Printed 06.10-2419 Forgwntions atrout this permit call 343.866,3581 or go to www.water.state.co.us Page 1 of 2 WELL PERMIT NUMBER 83279-F RECEIPT NUMBER 95045766 NOTE: This pemlit will expire on the expiration date unless die well is conStructed and a pump is installed by that date. A Well Construction and Yield Estimate Report (GWS -31) and Pump Installation and Production Equipment Test Report (GWS -32) must be submitted to the Division of Water Resources to verity the well has been constructed and the pump has been installed. A one-time extension of the expiration date may be available. Contact the DWR far additional information or refer to the extension request form (GW5.64) available at: http:llwater. state. co. iis ISSUed By DWIGHT WHITEHEAD Date Issued: 6/10/2419 Expiration Date: 611012020 Printed 44.94.2079 For quest ions about this Permit call 303.866.3589 or go to www.waterstate.co.us Page 2 of 2 603}2 Ray's Well Done Pump Service, LLC JOB INVOICE P.O. Box 863, Rife, CO 81650 970-379-6017 z5fC 15 � t ul� tz Lic. .0 1419 TQ ORDER TAKEN BY PHONE NO. � ADDRESS J B PHONE STA 11NG DATE TERMS ATTENTION GRAND TOTAL i -a • 0- 10L I� 17`% �7-5Jio 2e; r7- 2-o 3 5- 1 5'- 3 3C GYM i 4 - qp �q ` �2,0 , f q ` 7�" 0Y I r�� I9`712 r q WORK ORDERED UY PATE ORDERED DATE COMPiETT:D CUSTOMER APPROVAL SIGNATURE AUTHORIZED SIGNATURE []ATE ORDERED ORDER TAKEN BY PHONE NO. CUSTOMER ORDER # JOB LOCATION - J B PHONE STA 11NG DATE TERMS �r /�4, ec,-e r 11,1 7x5` CfU •1¢111-0r TOTAL LABOR ' TOTAL, MATERIALS TOTAL MISCELLANEOUS SUBTOTAL TAX GRAND TOTAL Colorado �.AnallykicaL LABORATORIES, INC:. Report To: Daniel Roper Company: Resource Engineering, Inc, 909 Colorado Avenue Glenwood Springs CO 81601 Task No.: 190109004 Client PO: 1548 Client Project: Analytical Results TASK NO: 190109004 Bill To:Accounts Payable Company: Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs CO 81601 Date Received: 119118 Date Reported. 1122119 Matrix: Water - Drinking E.ab Humber ustomer Sample 10 Sample Daterrirna ITest I Result I Method Date Analyzed 1901090[34.016 1548 Wel! Tesl 118/19 10:50 ALN Total Coliform Absent SM 9223 1110119 E -Coli Absent SM 9223 1110119 Abbreviationsl References: Absent = CoWorm nor Dolecled Fresen[ =Coliform Detected - Chlorination Recommended Dale Analyzed = Dale Test Completed 51f='StandardMerhWs for the Exarnanahon of Walei and Wastewater- APHA, isih Ediflan. 1395 DATA APPROVED FOR RELEASE BY 210 South Main Street 1 Brighton, CO 80601-0507 1 303-659-2313 ,9clo�oon Mailing Address: P.O. Box 507 1 Brighton, CO 80601-0507 1 Fax: 303-659-2315 Page 1 of 4 P 0 r ,L No. of Containm Residud ChIonne t. P/A Sarnpks Only Total Coliform M C 504.1 EDBIDBCP ° 505 Pcsts)PCBS a r 515.4 Herbicides U 524.2 VOCs > Uranium �e 525.2 SOCs•pest a $31.1 Carbamates 547 Glyphosate tv p 548.1 Endothall 549.2 Diquat °4C C 524.2 TFHMs 552.2 HAASs > m — Lead/Copper — Nitrate or Nitrite, 9 Fluoride m a m lnarganics Alk./Lang, Index ~ TOC, DOC (Circle) SUVA, UV 154 (Circle) Gross Alpha/Beta C ro ° Radium 226 a r Radium 228 U Radon n Uranium �e age z 0 ro n a r 9 m o aWn a n n pT ra a rr "~ F tius 1 a � a p n 0 n a u n 8 B 4 a x � s elk 0 � p c n a N 'e �s G S h Z h w � � 2 C ❑ © a z e e 0 ❑ �? a ° aWn ra a I Cottorado �AnaLytical Shi '1!o: Resource Engineering, Inc 909 Colorado Avenue 111 Glenwood Springs CO 81601 970-945-6777 Atte tion: Daniel Roper "Verify AI/ Shipping Addresses- WY- Bottle ! Preservative ! Test t 100 Ml sterile - Na2SO4 Tota' CO llQrrn RIA - Water - Dr,nking 1 N Cylinder- HNO3 Gross AlphaiHeta tSubj - Water - ❑nnkm9 1 500 ml Cylinder - HNO3 As - Total - Water - Drinking Ca - Total - Waller - Drinking Cd Total- Water Drinking Cu - Total - Water - Drinking Fe - Total - Water . Drinking Hardness - Total - Water - Drrnktr g Mg - Total - Water - Drinking Mn . Total - Water - Drinking Na Total - Water Drnk-ng Pb - Total - Water - Onnking S-A R - Water - Dnnk,ng U - Total - Water - Dfinking Zn - Total . Water - Drinking 1 500 ml Cylinder - Unpreserved I Shippinu Instructions: Bottle Order Test Detail Order ID: QB017090051 Date Created: 9120117 Shipping Options Ship Via: UPS Cooler Yes Drinking Water t Chain of Custody Slandard Customer Needs By: -2f2* -g— Ships From: Brighton �! j Project: GarCo Well Test Parameters r411i Strutt) Main SInvet I J3rit;hlon, ( () 80611) 1 -0507 303 -659 -?313 N[niIi1)g kcirltrL�: 1'.[). #3ri� �fi7 ; Iiri hIoii, ( 0 80691-050 1-R)i:3113-6';9-?31-CAL Task No - Page 1 oft 1901e9M4 Page 3 of 4 JML i Shl To: Resource Engineering, Inc - 909 Colorado Avenue Glenwood Springs CO 81601 970.945-6777 Attention: Daniel Roper f Shipping Options: Ship Vias UPS Cooler. Yes i]drtking Water: 1 Chain of Custody Standard: Customer Needs By: 2120118 Ships From: Brighton "Verify All Shipping Addresses** Project: GarCo Well Test Parameters ty. Bottle ► Preservative 1 Test Chloride - Water • Drinking Fluoride - Water - Drinking Langelier Index • Water - Ddrikmg Nitrate Nitrogen - Water - Drinking Nitrite Nitrogen • Water - Drinking Spe0fc Conductance - Water - prinking Sutfate - Water - Dnnking In ernal ShIDoln-9 Instructions: J 240 Soitith Main Street 1 Hrighlon, C 0 800 1 -0,;11'7 r 301-659-2313 Nh ilin, ktltlrcvr: I'.0. littti W liril:Itlnn, ('[3 ,'i0f�t11-4151! I•ak: 3113-659-2.315 CAL -fa aw, Page 2 of 2 190148004 Page 4 of 4 .JML Colorado AnoLytiod LABORATORIES, INC Report To: Daniel Raper Company: Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs CO 89601 Analytical Results TASK NO: 190909004 Bill To: Accounts Payable Company: Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs CO 81601 Task No.: 190109004 Date Received: 119118 Client PO: 1548 Date Reported: 1122119 Client Project: Matrix: Water - Drinking 9 ■ 1548 Well Test sample Oaterrime: 118119 10.50 AM Lab Number. 190109004-01 es! IResult Method ML Date Analyzed Bicarbonale 395.1 mg1L as CaCO3 SM 2320-13 0.1 1111119 Calcium as CaCO3 215,4 mg1L EPA 200.7 D.1 1110119 Carbonate < 0.1 m91L as CaCO3 SM 2320.E 0 1 1111119 Hydroxide r D,1 M91L as CaCO3 SM 2320-8 01 1111119 Langelier Index 0.35 units SM 2330-B 1115119 PH 7.29 units SM 4500 -H -B 0.01 119119 Temperature 20 °C SM 4500-H-8 1 119119 Total Alkalinity 396.1 mg1L as CaG03 SM 2320.8 0.1 1111119 Total Dissolved Solids 716 mg1L SM 2540 C 5 1!12119 Analyzed By VDB MBN V0S VD6 SAN MBN MBN VDB ISG Abbreviations/ References: ML = Mrnirwrn Level - LRL - RL rrjA = H! dgrams Per Liter or PPM tegl = Mkrograra.s Per Liter or- PPB r mpN100 mis = Mas! Probable IUumber Index/ 100 rrds Date Analyzed = Date Test Compreled DATA APPROVED FOR RELEASE BY 240 Sou tit Main Street 1 Brighton, CO 80601-0507 1 303-659-2313 tso,osoca Mailing Address: P.O, Box 507 1 Brighton, CO 80601-0507 1 Fax: 303-659-2315 Page 1 of 4 a G !i1 o m t C S No, of Con Lamcrs Residual Chlonne (mg/L) AIA Samlrlts Only 'i'otai Coliform PrA 504.1 FI]B/DBCP 505 PestsfPCps 515.4 Herbicides IV 524,2 VOCs 525.2 SOCs•Pesi 531.1 Carbamates 547 Cilyphosatc rJ 548.1 Fndothali E 544.2 Diquat a° 524.2 TTI IMs m n 552.2 HAASs Y 0 fa Lead/Copper — Nitrate n Cr Nitrite � Fluoride m a m Inorganics Alk.ILang. Index TOC. DOC (Circle) Silva, UV 254 (CimI0 Grass AlplialScta Radium 226 0 Radium 228 Radon Uranium a -1 Colorado �Rnatyticat Shi To: Resource Engineering, Inc 909 Colorado Avenue Glenwood Springs CO 81601 970-945-6777 Attiahtlon: Daniel Roper *"Verify All Shipping Addresses" I Qty. Bottle 1 Preservative f Test 1 100 rnl sterile - Na2Sd4 Total Co iform PrA • Water - Drink, ng I '11 Cylinder- HNO3 Gross Alphal0ela 1Subj - Water • Dr ink,ng 1 500 ml Cylinder - HnO3 As - Total - Water Drinking Ca - Total - Water - Drinking Cd Total -Water Drinking Cu - Total - Water - Drinking Fe • Total - Water - Dnnk:ng Hardness - Total - water - Drmk!ng Mg • Total - Water - Drinking Nin - Total - Water - Drink ng Na • Total - Water - Drinking Pb Total - Water - Drinking S A R - Water - Drinking U - Total - Water - Drrnk ng Zn - Tota - Water - Drinking 1 500 ml Cylinder - Unpreserved Internal ShimAn Bottle Carder Test Detail Order lD: OB017090051 Date Created: 9120117 Shipping Options.- ship ptions:Snip Via- UPS Cooler Yes Drinking Water 1 Chain of Custody Standard Customer Needs By: -2f2fiM-g-- Ships From: Brighton `� J Project: GarCo Well Test Parameters 240 Isuttth 'viain Strevt ; 1lrightori, t 0 806111-050" 3l13_{,,ti-?.i13 iilxili119 ',(Mire%s. F.O. Bir %;07 i Hrinl illoit C () Alts!}I tl�il7 l 3113-{659-231}CAL Task No, Page c of 2 190109004 Page 3 of 4 JML II Ship Ta: Resource Engineering, Inc 1 909 Colorado Avenue Glenwood Springs CO 81601 970-945-6777 Atteot{on; Daniel Roper "Verify All Shipping Addresses" ty. Bottle I Preservative l Test Chloride - Water • prinking Fluoride Mater - prinking Langelier Index - Water - prinking Nitrate Nitrcgen - Water Drinking Nitrite Nitrogen - Water - prinking Specific Conductance - Water - Drinking Sulfate - Water - Drinking Shipping Options: Ship Via, UPS Cooler. Yes Drinking Water. 1 Chain of Custody Standard Customer Needs By: 2124118 Ships From. Brighton Project: GarCo Well Test Parameters sol} 'No u(h rt,tin titrect 1 Itrioh(ait, [ 0 80(s111.051)7 1 303-6 -7,9-2 311 NIailing address: P-0. lit)% St}' ' Itri�„ hlon. (-[i 8110)1-I}5II' l I - ax: -103-6.59-'31S cALTask NID Page 2 of 2 7911T080p4 Page 4 of 4 JML #!$) Colorado :Analytical LABORATORIES, INC. Report To: Dan iei Raper Company: Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs CO 81601 Task No.: 190109004 Client PO: 1548 Client Project: Analytical Results TASK NO: 1901090004 Bill To: Accounts Payable Company: Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs GO 81601 Date Received: 119118 Date Reported: 1122119 Matrix: Water - Drinking Mr-INNAM-iMiraill 1548 Well Test Caicuiativrl 0 1 URRS 1110119 MBN 4 calcium 90.2 rng1L Sample OataMrne: 118119 10 50 AM Iran 0.145 mg1L EPA 200.7 0 005 rngiL 1110119 MBN 0.3 Lab Number: 190109004-01 EPA 200.7 0,02 mg1L 1110119 MBN Sodium 144.8 mg1L est Result Method ML bate Analyzed Analyzed By MCL Specific Conductance 1243 umhuslcm (9! 25c EPA 120 1 5 umhosicm @ 25C 11{1113 MBN Chloride 39.9 mg1L EPA 300.0 0.1 mg)L 119119 SEA Fluoride 0.54 mglL EPA 300.0 0.09 mg1L 119119 SEA 4 Nitrate Nitrogen 0,14 mg1L EPA 300.0 0.05 mgiL 119119 SEA 10 Nitrite Nitrogen < 0.03 mg1L EPA 300.0 0.03 mgiL 119119 SEA 1 Sulfate 212.5 mgiL EPA 300.0 0.1 mgiL 119119 SEA TP! ml Sodium Adsorption Ratio 3.3 units Caicuiativrl 0 1 URRS 1110119 MBN 4 calcium 90.2 rng1L EPA 200.7 0.1 mgiL 1!10119 M$N Iran 0.145 mg1L EPA 200.7 0 005 rngiL 1110119 MBN 0.3 Magnesium 36.58 mg1L EPA 200.7 0,02 mg1L 1110119 MBN Sodium 144.8 mg1L EPA 200.7 0.1 mg1L 1110119 MBN NIA Arsenic < 0.0006 mglL EPA 200.8 0.0006 mg1L 1110119 p$M 0.01 Cadmium < 0.0001 mgiL EPA 200.8 0.0001 mgiL 3110119 SBM 0.005 Copper c 0,0008 mg1L EPA 20(1.8 0.0008 mg1L 1110119 DBM 1.3 Lead < 0.0001 mg1L EPA 200 8 0.0001 mgiL 1110!19 D13M 0.015 Manganese 0.0134 mg1L EPA 200 8 0.0008 mg.rL 1110119 DBM 0.05 Uranium 0,035 mg1L EPA 200.8 0.0002 mg)L 1110119 IJBM 0.03 Zinc t 0.001 mg1L EPA 200 8 0.001 mg1L 1110119 DBM 5 Abbreviations) References: ML -Minimum Lave! = LRL = RL MCL = Maximum Corrtamnanl Leval per The EPA mgiL = Uffigrarns Per Liter or PPM ug)i = Micrograms Per tiler or PPE rnprrll00 mis = Most Probable Number Index)100 mars 17i� Dale Analyzed = Date Tas1 Cernpleled DATA APPROVEV FOR RELEASE BY 210 South Main Street ! Brighton, CO 80601-0507 1 303-659-2313 Mailing Address: P.O. Bot 507 1 Brighton, CO 80601-0507 1 Fax: 303-659-2315 190109004 Page 1 of 6 112 0!!.� CoLorado AnatyticaL LABORATORIES, JNC Report To: Daniel Roper Company: Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs CO 81601 Task No.: 190109004 Client PO: 1548 Client Project: Analytical Results TASK NO: 990909004 Bill To: Accounts Payable Company: Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs CO 81601 Date Received: 119118 Date Reported: 1122119 Matrix: Water -Drinking EMMM=1548 Wel Test Sample DaIa Mme: 118119 10.50 AM Lab Number: 190109004.01 e$t Result Method ML Date Analyzed Analyzed By I MCL Totai Total Hardness 375.7 mglL as CaCO3 SM 2340-B 0 1 mglL as CaCO3 3110119 MBN Abhrevia#ions/ References: ML = Minimum Leve! = LRL = RL MCL = Maximum Cantanvnan! Level per The EPA n'q- - h1ilfigrams Per Liter or, PPM u Wrograms Per Luer or PPB rnpnl] DD mis = Most Probable Number lndsxl Tea rids flats Analyzed = bale Test Compieled 2464-0— DATA APPROVED FOR RELEASE BY 240 South Main Street 1 Brighton, CO 80601-0507 1 343-659-2313 Mailing Address: f .Q. Box 507 1 Brighton, CO 80501-0507 1 Fax: 303-659-2315 1901139C04 Page 2 of 6 2/2 a M 'v E5 r� n n No. ofConfnincrs g Z Residual Chlorine w -N (m&A.) PIA Samplcs Only Total Coliform PIA 594.1 EDBIDBCP 505 PCSWPCHS O 515.4 Herbicides ro 529.2 VOCs > 525.2 SOCs-fest 531.1 Carbamates w C 547 Glypho-<Uc a r 548.1 Endothall ° 549.2 Diquat 1 524,2 TTllMs m n 552.2 HAA5s R �101 m -- Lead/C:opper •e Miratc n tr Nitrite x Fluoride °} p m Inorganics u AIL/Lan& Index v TOC, DOC (Circle) SUVA, Uv 254 (Om lit) 'v E5 r� n n Cross Alpha(Beta c Radium 226 °) Radium 228 i Radon c IP Uranium I No. ofConfnincrs g Z Residual Chlorine w -N (m&A.) PIA Samplcs Only Total Coliform PIA 594.1 EDBIDBCP 505 PCSWPCHS O 515.4 Herbicides ro 529.2 VOCs > 525.2 SOCs-fest 531.1 Carbamates C 547 Glypho-<Uc a 548.1 Endothall ° 549.2 Diquat N 524,2 TTllMs m n 552.2 HAA5s R �101 m -- Lead/C:opper •e Miratc n tr Nitrite x Fluoride °} p m Inorganics u AIL/Lan& Index v TOC, DOC (Circle) SUVA, Uv 254 (Om lit) Cross Alpha(Beta c Radium 226 °) Radium 228 i Radon c IP Uranium I X g Z r w -N ; O I Er M a �-� Colorado Analytical I t AP CRATOPFES. 'q"' Shi To: Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs CO 61601 970-945-8777 Atte tion; Daniel Roper "Verify All Shipping Addresses— Qty. Bottle 1 Preservative 1 Test 1 100 m1 sferile - No2SO4 Tota Coliform PIA - Water - Drank ng 1 11 Cylinder - HNO3 Gross AlphalBeta (Sub) - Water - Drinking 1 500 ml Cylinder - HN 03 As - Total - Water - prinking Ca • Total - Water - drinking Cd - Total - Water Drinking Cu - Total - Water - Drinking Fe - Total - Water - prinking Hardness - Total - Water - Drinking Mg - Total - Water - Drinking Mn - Total - Water - Drinking Na - Total - Water - Drinking Pb - Total - Waler - prinking S.A.R - Water - Drinking U - Total - Water - Dunking 2n - Total • Water - Drinking 1 500 ml Cylinder - Unpreserved Inq Instructions: Bottle Order Test Detail Order ID: 013017090051 Date Created: 9124117 Shipping options Ship Via: UPS Cooler Yes Chain of Custody Drinking Water: i Standard. Customer Needs BY: -2hnn- -- I�r3�i Ships From: Brighten Project: GarCo Well Test Parameters 240 Solith Nlain Street r Beighton, 4 0 80601-0507 ,' 10:X -659-.2.3I x Mailing Adcfrvt ,;: f'.0. Bits ;tl" Rrighlon,C0 `fftft01-115(1- / Uax: 111141-5}-2;I-cALTa4NO. Page 1 of 2 180708004 Page 4 of 6 JML Shi To: Resource Eng,neering, Inc 909 Colorado Avenue Glenwood Springs CO 81601 970-945-6777 AttOtion: Daniel Roper Shipping Options: Ship Via; UPS Cooler. Yes Cham of Custody Drinking Water. 1 Standard Customer Needs By: 2120118 Ships From: Brighton "Verify All Shipping Addresses" Project: GarCo Wetl Test Parameters I #y. Bottle 1 Preservative l Test Chloride - Wafer . Drinking Fluoride - Water - Drinking Langelier Index - Water - Chinking Nitrate Mrogen - Water - Drinking Nitrrte Nitrogen - Water - Drinking Specafic Conductance - Water - Drinking Suffate -Water - Drinking In emal Shlopinq Instructions: I 240 1 rouIh Nlstin Street / liriuhtirn. ( U }hili 01-i 30, 303-659-2313 NlaiIin, Udre.,: 11.0. Box 507 i Bri,,iiIion. ('t) "{0601-(15117 1 -ax. 303-659-2315 CAL Task No. Page 2 of 2 190109M4 Page 5 of 6 JML Hazen Research, Inc. 4601 Indiana Street Lab Control fa: 19MO1040 NEN Golden, CO 80403 USA Received: Jan 09, 2019 Tel. (343) 279-4501 Re orted: Jan 21, 2019 Fax: {303) 2781528 P Customer ID: 20040H Purchase Order No, Account ID: 201034 done Received Stuart Nielson Colorado Analytical Laboratories, Inc. P4 Box 507 240 South Main Street Brighton, CO 80601 ANALYTICAL REPORT Report may only be copied in its entirety By �Y Resorts reported herein relate only to discrete samples Jessica gx submitted by the client Hazen Research. Inc does not warrant Jessica A abOratories director that the results are representative of anything other than the samples that were received in the laboratory Ffle: 19M@1040 Ri . pdf An Employee -Owned Company Page 1 of 5 Hazen Research, Inc. 4601 Indiana Sireet 14AhZEN Golden, CO 80403 USA Tel (303) 279.4501 Fax: (303) 278 1528 Customer ID, 20040H Account ID Z01034 ANALYTICAL REPORT Lab Control ID: 19MO1040 Received: Jan 09, 2019 Reported: Jan 21, 2019 Purchase Order No. None Received Stuart Nielson Colorado Analytical Laboratories, Inc. Lab Sample ID 19M01040-001 Customer Sample ID 180109004-01C - 1548 Well Test sampled on 01/08/19 @ 1050 by Daniel Roper Precision' Detection Analysis 11112arameter Units Code Result +1- Limit Method Date 1 Time Analyst Gross Alphal 671_ T 5.5 5.6 0.1 SM 7110 B 1115119 @ 0753 SS :Gross Beta i pCllL T X5.1 _ 4.1 6.1 SM 7110 B 1116119 @ 0753 _ SS il Certification Ill's: CO/EPA C000008; CT PH -0152; KS E-10265; NJ 00008; NYS ELAP (NE{AC Certified) 11417 RI LA000284; WI 998376610. TX 71 04704256-15-6 "Variability of the radioactive decay process +`counting error) at the 95% confidence level, 1.96 sigma Codes: (T) = Total (D) = Dissolved (S) = Suspended (R) = Total Residual (AR) = As Received < = Less Than File: 19MO1040 R1. pdf An Employee -Owned Company Page 2 of 5 HAZEN RESEARCH, INC. RADIOCHEMISTRY LABORATORY Batch QC Summary Form Analyte: Gross Alpha Date: 01118!2019 Control Standard/LFB: ID: C-11 pCi/mL-. 57.4 (use 1 diluted) Spike Solution: ID: C-11 pCilmL: 57.4 (use 1 mL) Spike Recovery Calculation: Sample: Tap' x Calculation._ (61.2) (1.000) - (0.3) (0.200) 95% confidence interval overlap x 57.4 95% confidence interval overlap Batch QC Evaluation: X 100 = 107% Parameter Criteria Pass Fail N/A Control Std.ILFB tl- 30 °/o x Spike Recovery 70 -130% x Blank < or = 3 x Uncertainty x 10uplicate 1 95% confidence interval overlap x Du licate 2 ' 95% confidence interval overlap x " Required for batch size greater than 10 samples. Conclusions: X Batch QC Passes" Batch QC Fails Batch QC Passes, with exceptions": Reruns Required: Narrative —All CSC data provided in this section of the report met the acceptance criteria specified in the analytical methods and procedures. State Maximum Contamination Levels (MCLS) are not evaluted in this report. Batch Listina by Lab Control Number: 19M01071 19M01068 19MO1076 Evaluator: 19MO1040 19MO1052 19 MO 1043 19M01053 01/18/2019 Date page 3 of 5 HAZEN RESEARCH, INC. RADIOCHEMISTRY LABORATORY Date: 01/16/2019 Batch QC Summary Form Analyte: Gross Beta Control Standard/LFB: ID: C-11 pCilmL: 44 fuse 1 diluted) Spike Solutio -n: ID: C-11 pCilmL: 44 (use 1 mL) Spike Recovery Calculation Sample. Tap' Calculation: 38.3 1.000 - (0.0 0.200 x 100= 44 Batch QC Evaluation: Parameter Criteria Pass Fail N/A Control Std./LFB +1- 20% x Spike Recovery 80 -120% x Blank < or = 3 x Uncertainty x Duplicate 1 95% confidence interval overlap x Duplicate 2 95% confidence interval overly x Required for batch size greater than 10 samples. Conclusions. X Batch QC Passes" Batch QC Fails Batch QC Passes, with exceptions" Reruns Required: Narrative 87% "All QC data provided in this section of the report met the acceptance criteria specified in the analytical methods and procedures. State Maximum Contamination Levels (MCLS) are not evaluted in this report. Batch Listing by Lab Control Number: 19M01071 19M01066i 19M01068 19M01075 19M01076 Evaluator: 19M01040 19M01052 a e 19MOl043 19M01053 0111$12019 Date page 4 of 5 r� 9O E o r w J1 0.y ODe z N T a V7 I C] ] z x E 4 x L ri7 0 x G x 9Z1 Lun[puu _7I d 121019m4div swan F r [� u ❑ IE1❑❑❑❑❑❑❑� (31MI31PSZAE1'VAM ❑ :10 ❑ ❑ ❑ ❑ ❑ ❑ a {aI�IE��.�aQ ���. R tus'll'iIV ❑ ❑ ❑ ❑ ❑ ❑ ❑ - c smugajoul El El :111 El Li❑ ❑ a ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ JS ° ' a ❑ Y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 001 R r iaddo3lP�a [ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a O n � ❑A SIN]{1J. Z'bZ5 ❑ ❑ 1110 ❑ ❑ ❑ ❑ ❑ D -02 2 E V N On ❑ ❑ 1113 ❑ ❑ ❑ ❑ a �.� d w a X 3 UJ p„' 1S'd-SDM Z'SL5 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ G' aE r. y. L f ❑ ❑ ❑ ❑ ❑ ❑ El p ❑ L�! ❑❑ ❑❑ ❑❑❑❑❑ U QO d IU a sgOdlslsOd SOS ❑ ❑ Cl ❑ D ❑ ❑ ❑ ❑ ❑ N r� 9O E o r w J1 0.y ODe z N T a V7 I C] ] z x E 4 x L ri7 0 x G x 9Z1 Lun[puu } ❑p ❑ ❑ ❑ ❑ 1113 ❑ ❑ ❑ a 121019m4div swan F r ❑ IE1❑❑❑❑❑❑❑� (31MI31PSZAE1'VAM ❑ :10 ❑ ❑ ❑ ❑ ❑ ❑ a {aI�IE��.�aQ ���. 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El ❑ EJ❑ ❑ El El 11 ElEl 14. tus'll'iIV ❑ ❑ ❑ ❑ ❑ ❑ ❑ - smugajoul El El :111 El Li❑ ❑ a ap!jonl,d ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ JS ❑ Y ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 001 R r iaddo3lP�a [ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a SSVVIIZ255 :110 'El ❑❑❑❑❑❑ 3 SIN]{1J. Z'bZ5 ❑ ❑ 1110 ❑ ❑ ❑ ❑ ❑ ]unbi£I Z'Op ❑ ❑ ❑ ❑ ❑ :10 ❑ ❑ ❑ Ils'Topu3 FSP5 ❑ ❑ 1113 ❑ ❑ ❑ ❑ Z 3luscLOSID LPS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 7 c Sj$eLuTgi Z) [ [ £S ffoo ❑ ❑ ❑ ❑ ❑ p„' 1S'd-SDM Z'SL5 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r SODA Z'PZS ❑ ❑ ❑ ❑ ❑ ❑ El p ❑ sapc�!gsaFl t�'SIS ❑❑ ❑❑ ❑❑❑❑❑ sgOdlslsOd SOS ❑ ❑ Cl ❑ D ❑ ❑ ❑ ❑ ❑ y d30018031'405 ❑❑ ED] ❑❑❑❑❑❑❑ Vld ]uiol![o") lulal ❑ ❑ 110 ❑ ❑ p In ❑ ❑ Slut) sz[dwvy Vld C auun113J i$nPEsay N vavivkua3 jo 1C4 m u � c V Q � n g c o of Ln 0 LO w R CL WEST DIVIDE !WATER CONSERVANCY DISTRICT T April 18, 2019 Daryl Richardson PO Box 181 Glenwood Springs. CO 81602 Re- Application to Lease Water Dear Mr. Richardson. 8i S Taughenbaugt Blvd., Suite 101 RO. Box 1478 i2ifle, Colorado 81 650-1.178 Tel: (970) 625.5461 Web: Nv%vw,wd%vcd.org Email: svater@wclwod.org Enclosed is approved Water Allotment Contract #19041 SDR(a) and your invoice for 2019 water usage. The next step is to obtain a well perp-iit from the Colorado Division oi' Water Resources office in Glenwood Springs. A totalizing flow meter must be installed on your existing wcil. It must be maintained and kept in good working order. In September, West Divide requests an annual meterrcading. Non-compliance with measuring and reporting requirements are grounds for cancellation of this contract, which could result in action by the Colorado Division of Water Resources to curtail further use of the well. Also enclosed is some information regarding acquiring a meter. Sincerely yours, WEST DIVIDE WATER CONSERVANCY DISTRICT U N ). ,l I �iv' 1 Ta my Keenan Enclosures cc Division No. 5 Water Resources wlcontract Colorado River Engineering wlcontract Directors: Samuel 11. Potrcr Kray Gooey Wiard L. McNeill Bruce E Warnpler Dan R. Harrison WEST DIVIDE WATER CONSERVANCY DISTRICT APPLICATION TO LEASE WATER 818 Taughcnbaugh Blvd. #101, P. O. Box 1478. Ritle. CO 81659 970-625-5461 .vater rr wdwcd.oTg 1. APPLICANT INFOR►IATION Name: Daryl Tye Richardson Mailing address-. PQ BOX 181 Glenwood Springs, CO 81602 Telephone: (970) 945-0346 Email: daryltye55(cl�lamail.com __ _ Authorized agent. - 2. COI.'RT CASE its: Decree Case No - Augmentation Plan Case No. 3. USE OF WATER RESIDEIITIAL CONTRACT#: 190418 DR(a ) MAP ID #1: 730 DATE ACTIVATED: 4/18/19 S. LOCATION OF STRIICTURE County Assessors Parccl Numbcr 23-21$3.143-0D-084 Coun'•Y Quarter:Quarler Q:arter Garfield SW---- SW —T Section Township Flange N 6 South 90 West 6th Number of main residences: 2 No, ADU's Subdivision! No- constructed units: No. vacant lots Home garden!lawa irrigation of 12.900 to_ tal Sq. ft. Method of irrigation: Ilood sprinklerX other Non-commercial animal L%ate ring of animals Fire Protection Fsaporatiow Maximum nater surface to be exposed! Description of any use. other than evaporation. and method of diversion, rate of diversion. and annual amount of diversion of any water withdrawn from the pond - Welt Sharing Agreementjor multiple owner wdls must be submille . If greater than two owners, appikadarr musthe made uhder a homeowners association. COMMERCIAL Number ofunits:- Descriplionofuse: INDUSTRIAL Description or use: Total sq. R. ol'commercial units: E► apnratlon: Maximum ksatcr surface to be exposed: Description of an} use, other than evnparalion, and method ordiversion. mte of diversion. and annual amount aI'd iversion of any water nilhdrawn From the pond. DIRECT' 1'L'�IPitiG Tributary: Location: 4. SOURCE OF WATER Structure. Wells Structure Name: NIA Sour -cc: surface storage ground nater X Current Permit 4 27H72 grid T8 [attach cop}) Distance of well from section lines: See attached Exhibit A Elevation: 6,500 feet _ Well location address: _3135 County Road 134 _ Glenwood SP. ings CO 61.601_ _— Anach adrhdonal pages for mulrlple strurrures 6. LAND ON WH WATER NVIL1, BE I. SEI] (Legal description may be provided as an estrachment.) W112SW1.14SW114 and WV2NW114SW1i4 aSection 14 Township 6 SouthBance 9fl West, 6thP.M..see Exhibit B Number of acres in tract 40 Inclusion info rhe District, ar Applicant's expense, mat• be required. 7. T%'PE OF SE"'AGE SYSTEi11 Septic tank absorplion leach field X Centra[ Sy slem Other District name: S. N OU INIE OF [,EASED WATER NEEDED IN ACRE I-EET: 1.1) (minimum 01-1 acre foot except augmentation from AIsbuiy Reservoir where a lesser amount is allowed) Provide engineering data to support volume of water requested. Commerrial, municipal, and industrial users must provide diversion and consumptive data an a monthly basis. A totalizing flow meter with remale readout is required to be installed and usage reported to West Divide. Applicant expressh' acknowledges it has had the opporluniry to review rhe District's form Watee Allolr►renr Cowrov and agrees this applicalion is made pursuant and subject ra the terms and conditions contained therein. Applicant Signatute Applicant Signature Application Date: 4/14/2019 ISSI ED AS AREA S CONTRACT YES X NO Pnnted portroa, orthrs form except differentiated addttsom or deletions. have been approved and adopted by the West Divide Water Conservancy District Form WDWCD2017 APPLICATION EXHIBIT A Well Legal Descriptions 1. Name of Well: Well Permit 276979 Legal Description: The point of diversion is from a well located in the SW'/4 of the SW Y4, Section 14, Township 6 South, Range 90 West, 6th P.M., at a point approximately 1,200 feet from the south section line and 45 feet from the west section line of said Section 14, Garfield County, Colorado, based on the BLM digital section lines. See Exhibit B. UTM Zone 13 NAD83 Coordinates: Easting 292114.97 m Northing 4377893.03 m. 2. Name of Well: Proposed Well Legal Description: The point of diversion is from a well located in the SW'/4 of the SW %4, Section 14, Township 6 South, Range 90 West, 6th P.M., at a point approximately 1,145 feet from the south section line and 80 feet from the west section line of said Section 14, Garfield County, Colorado, based on the BLM digital section lines. See Exhibit B. UTM Zone 13 NA083 Coordinates: Easting 292125,25 m Northing 4377876.24 m. Well Township 6 South, Range 90 West South Canyon Creek 15 14 Proposed Well Well Permit No. 276979 22 23 Source: GSGS Quadrangle - Storm King Mt. EXHIBIT B Parcel Boundaries Richardson Well Location Map BLM Section Lines MRESOURCE 1 in = 50fl fl Da:p 5489•e4 -Ie ENGINEERING ,INC_ 'Feet �r -� + I I I Filn-5568.50 oaa Ce .. nr.�. a e+ea d sv.ex w IICOI Drawn: ADS wc.. Ionil a.5 arr. vwc.—n.LrcrM '.1 250 500 1,000 Approved WE JAN FES MIS! APR µ4Y JUN JUL AUG SEP OCT NOY DEC TOTAL COLORADO, $ELT, RFFLE,_ALSBURY WATER APPUCAW:1 a rV TW RJGRrd- C untract Amount w+ b%=nul Lou OWEL[,IHG UNITS: 3 IRRIGATED AREA[60 FTj: 13800 COMMERCIAL AREA [SO "! D NO. OF LIVEMM'' 0 ELEVATION (MSL): 660Q Pond L-Iion Carload LOOpmoa EVAPORATION AREA (ACRE)! Q CdoredwSIPJAIahvfy 032 atm loot Transit 1- am 5.0% lImllan Inlp4amE Urd[Va1uO: Llwswdr Pond TaNI DK -on hrlp tinn C.U. Cn Baum In Nauw Gommerdal Cpnimardal inlpa0on Ohranlan ErrlpaGan C.U. OslrcnEpna Evapmdon Olwrsim TOW C.U. TOW Comred WI-) paFlac! U,i plv.rawn [AF} C.u.IPF! Dnrorawn (aF! C.U. (AF I�1 NF1 C.V. [AFi (AF) (AF) VT.) +anoYR1 Gam) D.07 0- 0.90 0. O.OD 0.00 0.00 0.070 OA7D 0.010 0.06 0.0%0 .00 0.00 0.00 ,02 0,00 0.00 063 09 0907 0.009 0.07 D.Oi D-00 D.DO 0,00 0.00 C.00 0.00 0.070 0.010 9.010 0.073 DXU 0.06 0.01 040 0.00 092 0.02 0.00 0,00 0.090 0427 0.038 0,356 0285 0.07 0.01 0,00 0.00 0.11 0.06 0,00 0.00 91181 USA 0.096 0.534 D,427 046 0,01 0.00 0100 0-16 0.15 0.00 940 D12U 9.156 D.r43 0.591 0,473 0.07 0.01 0,00 090 0.16 0.44 0100 0,00 0,351 9.160 01 58 0,463 0,370 047 0.01 0,00 040 0.14 0.11 0.00 CAD 0214 0, 20 DA26 0.325 0260 0.06 0.01 0.00 CAI 0,10 0.06 090 0.00 0,369 0.007 0.095 a 0454 097 291 0.00 0.00 0.02 0.02 0.00 DAO 0.091 0426 0.077 -ON 0.06 041 0.00 0.00 040 090 0,00 0.00 0.066 OJO10 0910 4OO 2M � 2A g_gq 6.970 !7854 9&!4 2,407 1427 0.76 0.118 2.00 0,00 0.71 051 0.00 090 1,572 9.668 0723 (1) 8D%4rlpatlon efidenq'for yprlM1lderyyyNmm {7) Colamn(s]- lydparpd afoa In acres I2} Sknry dh Crldd3o asNisa4rJ with Pap Klug u {6) Column III)' yrt"a d am• In aeras p) 550 OFQ.s per Croy per nisldenca (9) Live0ode uw al I t UnrAM par heed pOr day IODGW320) 14) i5%OOnsumPwe vsa [a k5D5 ay -tom. [I0] Net Pond Ev pom6ongn, calm in'Anu npuona') • 6npwadm woe In -om I6} 2001 plions pe day per 1000 Iq not cnmmardal mpaca [11} Column [5) •Column (f). Column [9! • CPCumn (la] plus 5%uanl7i pu I6) 15%cunwmplam un for 1503 syVeM {12] col" [6! • Codrmn {6}+CaW (!) Column [I6} [13Y Column (12) plus 5% ".-K tan ND&W 71va SpmaomeK NEdudne areanadrmenu, is r0rfaesda user 9r hr") Mppianla Pro may DDnw'n WaWgiraM and prrNie WMfbrrrra6Dn. dre'dew, LW d6 ts" WPWVLIQsNavaan or aoyon Palen in rO ai On the m0laets Or the xnhrmaeon o %emdm Oris a addraor is s CWorado_501haasa_RKIeJ4kaury_2617 RId,aldmonS4M 411 Dg019 COLORADO WELL PERMIT NUMBER 276979- Division of Water Resources RECEIPT NUMBER 9502990 '" Cepar;merr �f 1V8tuYx1 �esnirces ORIGINAL PERMIT APPLICANT(S) APPROVED WELL LOCATION RICHARDSON RUBY ANN Water Division: 5 Water District: 45 Designated Basin: NIA Management District: NiA County: GARFIELD Parcel Name: NIA Physical Address: 3135 COUNTY ROAD 134 GLENWOOD SPRINGS. CO 81601 SW 114 SW 114 Section 14 Township 6.0 S Range 90.0 W Sixth P.M. UTM COORDINATES (Meters, Zone: 13. NAD 93) Easting: 292175.7 Northing: 4377878.5 PERMIT TO CONSTRUCT A NEW WELL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance or this permit does not ensure 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. 2) The construction of this welt shall be in 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) Approved pursuant to CRS 37.92•602(3)(b)(II)(A) as the only well on a tract of land of 40 acres described as the W 112 of the SW 114 of the 5W 114 and W 1 !2 of the NW 114 of the SW 114, Sec. 14, Twp, 6 South, Rng. 90 West, 6th P.M., Garfield County, Further identified as 3135 County Road 134, Glenwood Springs, CO 81601. 4) The use of ground water from this well is limited to fire protection. ordinary household purposes inside not more than three (3) single family dwellings, the watering of poultry, domestic animals and livestock on a farm or ranch and the irrigation of not more than one (1) acre of home gardens and (awns. 5) The pumping rate of this well shall not exceed 15 GPM. 6) The return flow From the use of this well must be through an individual waste water disposal system of the nonevaporative type where the water is returned to the same stream system in which the well is located. ,7) This well shall be constructed not more than 200 feet From the location specified on this permit. NOTE: Parcel Identification Number (PIN): 23.7183-143-00-084 MOTE: Assessor Tax Schedule Number: 8042418 Date Issued: 3/26/2008 Expiration Date: 3/26/2010 Issued By EEfiA+1lT HISTORY 05-03-2018 CHANGE IN OWNER NAME/MAILING ADDRESS. CHANGED TO DARYL TYE RICHARDSON Printed 05-03.7.418 For questions about this permit call 363.866.3581 or go to www.water.state.co.us Page 1 of 1 CONTRACT#: 190418€] R(a ) MAP ID #: 730 DATE ACTIVATED: 4/18/19 WEST DIVIDE WATER CONSERVANCY DISTRICT WATER ALLOTMENT CONTRACT Name of Applicant: k Quantity of Water in Acre feet: _� . ,D Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State of Colorado, organized pursuant to and existing by virtue of C.R.S. 1973, Section 37-45.101, et sea•, (Itercinaftermferrcd to as the "District") foran allotment contract to heneflcially and perpetually use water or water rights owned, leased, or hereafter acquired by the District. By execution of this Contract and the attached Application, Applicant hereby agrees to the following terms and conditions: Water Rights: Applicant shall own water rights at [ire point of diversion herein lawfully entitling Applicant to divert water, which will besupplcmented and augmented by water Iause d imcrein. IfApp Iicant intends to divert through a we 11, it must be understood by Applicant that no right to divert exists until a valid well permit is obtained from the Colorado Division of Water Resources. unntit : Water applied for by the Applicant in the amount set forth above shall be diverted at Applicant's point of diversion from time District's direct lots water rights, and when water is unavaitab lc fordivcrsion pursuant to administration by the Colorado Slate Engineer during periods when said direct now water right is not in priority, the District shall release for the use: of Applicant up to said quantity in acre feet per year of storage water awned or controlled by the District. It is understood that any quantity allotted from direct flow, storage or otherwise, to the Applicant by the Dis[rict will be limited by the priority of the District's decrees and by the physical and legal availability of tivater from District's sources. Any quantity allotted will only be provided so long as water is available and [lie Applicant fully complies with all of the terms and conditions of this Contract. The District and the Applicant recognize that some of the District's decrees may be in the name of the Colorado River Water Conservation District, and the ability of the District to allot direct flow right to the Applicant may be dependent on the consent of the Colorado River Water Conservation District, Ifat any time the Applicant determines it requires less water than the amount herein provided, Applicant may so notify the District is writing, and the amount of water allotted under this Contract shall be reduced permanently in accordance with such notice. Rates shall be adjusted accordingly in following water ),cars only. 3. Beneficial Use and Locali f f3encficial sc: Any and all water allotted Applicant by the District shall be used for the following beneficial use or uses: industrial, municipal, domestic and related uses, or cominercial (except for commercial use from Alsbury Reservoir and except to the extent Ihat Rued Reservoir water may not be available for commercial as that term is defined on Page 5 of Contract No. 2.07-70-WO547 between the United States and the West Divide Water Conservancy District). Applicant's beneiicial use of any and all water allotted shall be within or through facilities or upon land owned, leased, operated, or under Applicant's control. d. Decrees and DeIivery: Exchange releases made by the District out of storage from Rucdi Reservoir, Green Mountain Reservoir, Alsbury Reservoir, or other Warks or Facilities of the District, or from other sources available to the District, shall be delivered to the Applicant at the outlet works of said storage facilities or at the decreed point of diversion for said other sources, and release or delivery of water at such out let or points shall constitute performanceofthe District's total obligation. Delivery of water by the District from Ruedi Reservoiror Green Mountain Reservoir shall be subject to the District's lease contracts with the United States Bureau of Reclamation. Releases from other facilities available to District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store water and to make exchange releases from structures that may be built or controlled by the District in the future, so long as the water service to the Applicant pursuant to this agreement, is not impaired by said action. Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end of each water year (October I ), shall revert to the water supplicsof the District. Such reversion shall not entitle Applicant to any refund of payment made for such water. Water service provided by the District shall be limited to the amount of water available in priority at the original point of diversion of the District's applicable water right, and neither the District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or a]temate paints of diversion. The District shat l request the Colorado Division of Water Resources to estimate any conveyance losses between the arigina] point and any al. temate paint, and such estimate shall be deducted from this amount in each case. Water service provided by the District for properties located within the Bluestone and Silt Water Conservancy Districts is provided pursuant to Agreements with said Districts. The Intergovernmental Agreement between the District and the Silt Water Conservancy District, dated January 25, 2001, is recorded as Reception No. 575691, Garfield County Clerk and Recorder's Office. The Intergovernmental Memorandum of Understanding between the district and the Bluestone Water Conservancy District, dated Apri12 6, 2001, is recorded as Reception No. 5 84 84 0, Gar€'ield County Clerk and Recorder's 0Mee. Pursuant to Fedora€ Law, the cultivation of marijuana is illegal. The U.S. Bureau of Reclamation has declared it unlawful to use Federal water facilities for the irrigation of marijuana or in furtherance of the cultivation of marijuana. The West Divide Water Conservancy District provides augmentation water to contractees from Ruedi Reservoir and Green Mountain Reservoir, both of which are Federal water facilities managed by the Bureau of Reel amation. Therefore, the West Divide Water Conservancy District will not contract to provide augmentation water from Ruedi Reservoir or Green Mountain Reservoir for the irrigation of marijuana or in furtherance of the cultivation of marijuana. Any such contracts shall be deemed null and void. The West Divide Water Conservancy District owns or possesses delivery contracts for other non -Federal water sources from which the District is able to provide augnentatioa water for the irrigation of marijuana or in furtherance of the cultivation of marijuana. Should any contractee obtain a water allotment contract from the West Divide Waler Conservancy D€strict for the augmentation or irrigation of marijuana or in furlherance of the cultivation of marijuana, any and all such water shall be deemed to come from the non -Federal sources referenced above. S. Alternate Point of Diversion and Plan of Aur?mentatian: Decrees far alternate points of diversion of the District's water rights or storage water may be required is arder for Applicant to use the water seryice contemplated hereunder. Obtain in g such decree is the exclusive res po ns i b i I i ly of Applicant. The District reserves the right to review and approve any conditions which may be attached to judicial approval of said alternate point of diversion as contemplated or necessary to serve Appiicanfs facilities or lands. Applicant acknowledges and agrees that it shall be solely responsible for the procedures and legal engineering costs necessary for any changes in water rights contemplated hcrcin, and further agrees to indemnify the District From any costs or Iosses related thereto. Applicant is so] eIy responsible for providing works and facilities necessary to abtainldivert the waters at said alternate point of diversion and deliver them to Applicant's intended bene III ciai use. Irrespective of tate amount of water actually transferred to the Applicant's point of diversion, she Applicant shall make annual payments to the District based upon the amount of water allotted under this Contract. In the event the Applicant intends to apply for an altemate point of diversion and to develop an augmentation plan and institute legal proceedings for the approval of such augmentation plan to allow the Applicant to utilize the water a]Iotted to Applicant hereunder, the Appiicant shall give the District written notice of such intent. In the event the Applicant develops and adjudicates lits awn augmentation plan to utilize the water allotted hereunder, Applicant shall not beobi igated to pay any amount under Paragraph 19 below. In any event, the District shaft have the right to approve or disapprove the Appliewes augmentation plan and the Applicant shall provide the District copies of such pian and of all pleadings and other pagers filed with the water court in the adjudication thereof 6. Contract Pavment; Non-refundable, one time administrative charge, in the amount determined by the Board of Directors of the District from time to time, shall he submitted with the application for consideration by the District. Annual payment far the water service described herein shat be determined by the Board of Directors of the District. The initial annual payment shall be made in full, within thirty Q0) days after the date of notice to the Applicant that the initial payment is due. Said notice will advise the Applicant, among other things, afthe water delivery year to which the initial payment shall apply and the price which is applicable to that year. Annual payments for each year thereafter shall be due and payable by the Applicant on or before each January I. If an annual payment is not made by the due date a flat S501ate fee will be assessed. Final written notice prior to cannel lat ion will be sent certif ed mail, retum receipt requested, to the Applicant at such address as may be designated by the Applicant in writing a set forth in this Contract or Application. Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so as to prevent the Districl from adjusting the annual rate in its sole discretion for future years anly. If payment is not made within fifteen {15) days alter the date of said written notice, Applicant shall at District's We option have no further right, Citic or interest under this Contract without further notice, and delivery may be immediately curtailed. The allotment of water, as herein made, may be transferred, leased, or otherwise disposed of at the discretion of the Board of Directors of the District. Upon cancellation of this water allotment Contract ►with the District, the District shall notify the Division of water Resources offices in Denver and Glenwood Springs. The Division of Water Res auroes may then order cessation of ail water use. 7, Additional Fees and Costs: Applicant agrees to defray any expenses incurred by the District in connection with the allotment of water rights hereunder, including, but not Iimiled to, reimbursement of legal and engineering costs incurred in connection with any water rights and adjudication necessary to allow Appliran t's use of such altoIled water rights. 8, ssi n cnt: This Contract shall not inure to the benefit of the heirs, sue cessors or assigns of Applicant, without the prior written consent of the District's Board of Directors. Any assignment of Applicant's rights under this Contract shall be subject to, and must comply with, such requirements as the district may hereafter adopt regrding assignment of Contract rights and the assumption of Contract obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from apply ingto the District for individual and separate allotment Contracts. No assignment shall be recognized by the District except upon completion and filing of proper forms for assignment and change of ownership. In the event the water altotted pursuant to this Contract is to be used for the benefit of land which is now or will subsequently be subdivided or held in separate ownership, the Applicant may only assign the Applicant's rights hereunder to: I ) No more than three separate owners all of whom shall be party to a well sharing agreement satisfactory to the District; or 2) A homeowners association, ►eater district, water and sanitation district or other special district properly organized and existing under the laws of the State of Colorado, and then, only if such parties, association or special district esta.biishes to the satisfaction of the District that it has the ability and authority to perform the Applicant's obligations under this Contract. In no event shall the owner of a portion, but less than all, of the App Iicanfs property to be served under this Contract have any rights hereunder, except as such rights may exist pursuant to a well sharing agreement or through a homeowners association or special district as provided above - Upon the sale of the real property to which this Contract pertains, Applicant shat I make buyer aware of this Contract and proper forms for assignment and change aIF Ownersh ip must be completed. 9. gtlrer RssL�s:_Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules and regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law. 10. D V erat'an and Majinto vince A gree gLgUt: Applicant shall enter into an "Operation and Maintenance Agreement" with the District under terms and conditions determined by the board afDirectors of the district, iFand when, the Board of said Districl determines in its sole discretion that such an agreement is required. Said agreement may contain, but shall not be limited to, provisions for additional annual monetary consideration for extension of District delivery services and for additional administration, operation, and maintenance costs; or for other costs to the District which may arise through services made available to the Applicant. 11, Chan The District reserves the exclusive right to rev "sew, re -approve a disapprove any proposed change in use of the water allotted hereunder. Any use other than that set forth herein or any lease or sale of the water or water rights allotted hereunder without the prior written approval of the District shall be deemed to be a material breach of this Contract. 12. Use acrd Place of Use: Applicant agrees to use the water in the manner and on the property described in the documents submitted to the District at the time this Contract is executed, at in any operation and maintenance agreement provided by Applicant. Any use otherthan as set forth thereon or any lease or sale of the wateror water rights herein, otherthan as permitted in paragraph 8 above, shall be deemed to be a material breach of this agreement. 13, Ti le: 1t is understood and agreed that nothing here in shall be interpreted to give the Applicant any equitabbeorlegal fee title interest in or to any water a water rights referred to herein. 14. Conservation: Applicant shall use commonly accepted conservation practices with respect to the water and water rights herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the Disttict for use of District owned or controlled water or water rights. 15. restrict: Applicant shall restrict actual diversions to not exceed the contract amount for ordinary household purposes, the watering of domestic livestock, fire protection, and the irrigation of lawn and garden as specified in the Application. Applicant shall also comply with all restrictions and limitations set forth in she well permit obtained from the Colorado Division of Water resources. Watering of livestock shall be restricted to Applicant's domestic animals not to be used for commercial purposes unless Applicant obtains approval from the Colorado Division of Water Resources For commercial uselli vestoc k watering, provided that in no event shatI actuat diversions exceed the amaunt of water provided by oris Contract. Violation of this paragraph 15 shat l be deemed to be a material breach of this Contract. lb. WeiLLermi : if Applicant intends to divert through a well, then Applicant must provide to District a copy of Applicant's valid well permit before District is obligated to deliver any water hereunder. 17. Measuring Device or Meter_Applicant agrees to provide, at its own expense, a measuringdevice deemed acceptable by the District's Engineer after consultation, or a totalizing €low meter with remote readout to continuously and accurately measure at all times all water diverted pursuant to the terms of Applicant`s water right and the terms of this Contract. Applicant agrees to provide accurate readings from such device or meter to District upon District's request. Applicant acknowledges that failure to corn ply with this paragraph could result in legal action to terminate Applicants diversion of water by the State of Colorado Division of Water Resources. By signing this Contract, Applicant hereby specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes of determ i n ing Applicant's actual use of ►nater. l8. Re presents By execu ting this Contract, Applicant agrees that it is not relying on any legal or engineering advice that Applicant may believe has been received from the District. Applicant further acknowledges that it has obtained all necessary legal and engineering advice from Applicant's own sources other than the District. Applicant further acknowledges that the District makes no guarantees, warrant's es, or assurances whatsoever about the quantily or quality of water available pursuant to this Contract. Should the District be unable to provide the water cont raeled for herein, no damages may be assessed against the District, nor may Applicant obtain a refund from the District. 19. Costs of Water Court Fi I i ng and Au men at isin Plan: Should the District, in its own discretion, choose to include Applicant's Contract herein in a water court filing for aiLem ate paint of diversion or plan o f augme ntat i on, then Applicant hereby agrees to pay to the District, when assessed, an additional fee representing tate District's actual and reasonable costs and fees for Applicant's share of the proceedings. Applicant shall be assessed a pro -rata share of the total cost incurred by the District in preparing, filing and pursuing to decree the water court case. The pro -rata share shall be calculated by dividing such total cost by the number of contractees included in the Filing. To the extent that the District is caused additional costs because of objection filed specifically due to the inclusion of Applicant's Contract in the filing, such additional costs may be charged specifically to Applicant and not shared on a pro- rain basis by all contractees. 20. R i nd i na A t: This agreement shall not be complete nor binding upon the District unless attached hereto is the form entitled "Application to Lease Water From West Divide Water Conservancy District" fully completed by Applicant and approved by the District's engineer. Said attachments shall by this reference thereto be incorporated into the terms of this agreement. All correspondence from the District to Applicant referring to or relating to this agreement is by this reference incorporated into this agreement as further terms and conditions of this agreement. 21. Watain IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT TO OBTAIN A VALID WELL PERMIT OR OTHER WATER RIGHT IN ORDER TO DIVERT WATER, INCLUDING THE WATER ACQUIRED UNDER THIS CONTRACT. IT IS THE CONTINUING DUTY OF THE APPLICANT TO MAINTAIN THE VALIDITY OF THE WELL PERMIT OR WATER RIGHT INCLUDING FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF BENEFICIAL USE, OR OTHERWISE LAWFULLY APPLYING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS WITHOUT WASTE. 22. AREA 13. CONTRACTS: IF APPLICANTS WELL OR OTHER WATER RIGHT THAT IS THE SUBJECT OF THIS CONTRACT IS LOCATED OUTSIDE "AREA A" AS DESIGNATED BY THE DISTRICT, THEN THIS PARAGRAPH APPLIES: THE AUGMENTATION WATER PROV IDED BY THE DISTRICT UNDER THIS CONTRACT MAY ONLY PROTECT APPLICANT'S WATER RIGHT FROM A CALL ON THE COLORADO RIVER AND MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY OTHER 3 SENIOR FLIGHT. NO REPRESENTATION OTHERWISE IS MADE BY THE DISTRICT. IF THIS IS A CONCERN TO APPLICANT, THIS CONTRACT MAYBE RESCINDED UPON WRITTEN NOTICE DELIVERED TO THE DISTRICT 13Y THE APPLICANT WITHIN THE NEXT 30 DAYS FOLLOWING THE AFFIXING OF SIGNA'T'URES ON THIS CONTRACT IN WHICH EVENT ALL SUMS PAID BY APPLICANT FOR THIS CONTRACT SHALL BE IMMEDIATELY REFUNDED TO APPLICANT. Applicant Applicant r, STATE OF 1 ) ss. COUNTY 010 A4f�l �—L-0 f i The forcgq' instrument was acknowledged before me on this J I day of 2Q1 � by Witness my hand and 4'ial seal. 1N3y commission expires: STATcOF 3 MELODY MORRIS } ss. NOTARY PUBLIC STATE OF COLORADO COUNTY OF ) NOTARY ID 19964069424 MY COMMISSION EXPIRES JANE 28,2m The foregoing instrument was acknowledged before me on this __ day of �y Witness my hand and official seal. My oommission expires: Notary Public ORDlZR Altera hearing by the Board of Direclors of the West Divide Watcr Conservancy District on the Application, it is hcrcby ORDF..REED that said Application be granted and this Contract shall be and is accepted by the District. ATTEST: Secretary kf" WEST DIVIDE 4VATTER RVAN CY DIST ICT fay President -- - - - �1eIP'- Date This Contract includes and is subject to the terms and conditions of the foliowing documents which must accompany this Contract: 1. Map showing location of point of diversion (use map provided) 2. Application and Data Form fully completed and signed The printed partiaasof this form, except differentiated addilions or deletions, hive been approyed and adapted by the West Divide Waler Cansrrvancy District. Form. WDWCA 01-0d-08 CONTRACT. 6 GARMLD COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 2014 Blake Avenue Glenwood Smings, Colorado 81601 PERMIT # 155&-- — Systeuk Lgoatfon da 1 - Ri chardson ^� Contraotar %24d24$6g2p,, u.. ConRtruction aoarovel for a gtallonSeptic tzmk 0;4 i+..3 Aerated treatment unit fa�C3 'and abeomtton area camPuted afi follows:— .� faro rata / mtnut — I ft. L .feet l�ne� cenufremet�,t. Da te,., ..f/ -�( ?. Hest 40wovat of Ayrtem: No ■ypWtrt Phatt be doomed to be in compiiance with the Sewage Dispoisal Law* tmttl the upsedlbled AYAtem i+ft aopmved prior to covering any part that. r LA Date // _ _` Z-5 — 7 9 Xnq ** Wetlto with oera►it r000rde at oonetsuction cite. Ir --------------------------- Lamont L. Kinkade, Sanitarian 1 r Garf. Co. Environmental Health 2014 BJake Avenue 1 1. 945-7255 Glenwood Springs, Colo. 81601 NQTIIICATION OF PROPOSED DISCHARGE TO WATERS OF THE STATE* INDiVM3UAL 'HOME.-,%EWAG£ TREATMENT SYSTEM** Owner: Mail Address: I Cityw e� 25'/% Zip Phone •-7.g,4�A A. INFORMATION REGARDING PROJECT SUBMITTED FOR REVIEW: Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable buildings, location of potable water wells, soil percolation test holes, soil profiles in test holes. 1. Location of facility: County? h lel City or town �z Legal description 5a- w t4 w -ZZ a 4-, _ . Lot size �- d Q 2. No. of bedrooms_ Septic tank capacity - Aeration unit capacity 3. Source of domestic water: Public (name): Private: Well Depth Other Depth of first ground water table 4. Is facility within boundaries of a city/town or sanitation district? -�71 S. Distance to nearest sewer system: / a &-'LLe_.Z. _ .---.._�__.---.�--•-----.�...�_ Have you attempted to arrange a connection with the system? if rejected, what was the reason? 6. state of absorption in test holes shown vn the location map, in minutes per inch of drop in water level after holes have been soaked for 24 hours 7. Name, address, and telephone of person who made soil absorption tests: ' B. Name, address, and telephone of person responsible for design of the system: Da to Signature of Q-vner * Required by Article 66-28--12 (CR.'S, 1963, 1967 Perm. Sum. Supp.) ** Required in areas which have been identified as areas in which danger of pollution of waters of the State may o6rur (Art. 66-28-8 (5), CRS) and/or areas in which there is no Local septic tank ordinance. -------------------- a use the following space for directions to your property site of 0 a � o� tc m 67 I` cl� \ 66 39 66 24 7 2 6 67 7 ti 6 _ 39 24 67 24 �---� 24 66 66 � . 6 3a s .• a'~a 2 / G s 9 71 66 5 39 b7 9 9 7.1 939 9 39 6 24 10 9 30 11 71 16 12 24 42 32 67 19 � 71 42 j 69 39 g 16 39 , - 16 30 p4 µ til 39 t 67 1 66 39 39 CS 66 42 32 66 x 39 24 15 +' 42 14 A2 15 13 65 42 3� Porter 39 y 1}( Reservoir 39 39 _ 34 65 39 16 42 32 56 42 32 ss 39 32 66 ` 17 d' c.y 39 16 22 42 23 �9 24 39 RIFLE AREA, COLORADO TABLE 7. --BUILDING SITE DEVELOPMENT --Continued 105 Soil name and ; Shallow ! Dwellings Dwellings ; Small 1 Local roads map symbol 1 excavations 1 without with ; commercial ; and streets 1 basements _; basements ; buildin s ; 26*: ! Rock outcrop. ; I I 27*. ; Halaquepts 1 28, 29 ------------:Moderate: Heldt 1 too clayey ; I 3p ----------------!Moderate: Heldt I too clayey ; slope. 31 ---------------- ;Severe: Heldt ; slope, too clayey. 3 t 32 ---------------- 15evere: Holderness ; slope. Variant 1 , ; 33, 34 ------------!Severe: Ildefonso ; slope, large 35*: Ildefonso-------- ;Severe: slope, large ; Lazear----------- ;Severe: depth slope. stones. stones. to rock, , 36, 37----------- !Severe: IrigUl ; slope, depth to 38' Irigul----------- !Severe: ; slope, depth to Starman---------- ;Severe: 1 slope, ; depth to 1 I 39 ----------------;Severe: Jerry ; slope. 1 f ; rock rock rock qp---------------- !Slight ----------- Kim ; ; ; ;i ----------------:Moderate: Kim 1 slope. ; I I , I �2---------------- ISevere: Lamphier 1 slope. i See footnote at and of table. ; i !Severe: shrink -swell, low strength. ;Severe: shrink -swell, low strength. } ;Severe: slope, shrink -swell, low strength. !Severe: 1 slope, shrink -swell, # low strength. i !Severe: ; slope, ; large stones. ; ; !Severe; slope, large stones. ; ;Severe. depth to rock, slope. !Severe: slope, depth to rock. 1 , I !Severe: ; slope, 1 depth to rock. ; ;Severe. slope, depth to rock. f ;Severe: ! shrink -swell, ! slope. s ;Moderate: ! shrink -swell. 1 1 ; ;Moderate: shrink -swell, slope. ! ;Severe: slope. 1 ;Severe: 1 shrink -swell, ; low strength. ; ;Severe: ; shrink -swell, low strength. ; ! ;Severe: slope, shrink -swell, ! low strength. 1 I !Severe: slope, shrink -swell, low strength. ; ;Severe: slope, large stones. ! ; !Severe: slope, large stones. ! ;Severe: depth to roes, slope. ; 1 15evere: slope, depth to rock. f i ;Severe: ! slope, depth to rock. ; ;Severe: slope, depth to rock. I ;Severe: slope, shrink -swell. ;;:•vderate: shrink -swell. i c t ;Moderate: shrink -swell, slope. ! ;Severe: slope. ; ; ; ; 1 ;Severe: } shrink -swell, I low strength. ; ;Severe: 1 slope, 1 shrink -swell, low strength. ; ;Severe: ; slope, ! shrink -swell, low strength. :Severe: ; slope, shrink -swell, low strength. ; ;Severe: slope, large stones. 1 !Severe: slope, 1 large stones. ; ;Severe: depth to rock, slope. ! ;Severe: slope, depth to rock. 1 , :Severe: 1 slope, 1 depth to rock. ! ;Severe: slope, depth to rock. i ;Severe: shrink -swell, slope. !Moderate: ! shrink -swell, slope. 1 ;Severe: 1 slope. i ;Severe: ; slope. ; ; ; ; !Severe: shrink -swell, low strength. ;Severe: shrink -swell, low strength. ;Severe: slope, shrink -swell, low strength. t ;Severe: ; slope, 1 shrink -swell, 1 low strength. 1 !Severe: 1 slope, ; large stones. ;Severe: ; slope, ; large stones. ISevere: l depth to rock, slope. ; !Severe: 1 slope, 1 depth to rock. i ; ;Severe: slope, depth to rock. ; ;Severe: slope, depth to rock. f ;Severe: shrink -swell, slope, ! low strength. 1 rModerate: I shrink -swell, low strength. ; ;Moderate: 1 slope, shrink -swell, low strength. ; ;Severe: 1 slope. i 110 SOIL sL�•! TABLE 8.--SANI7-ARY FACILITIES --Continued Soil name and Septic tank , ; Sewage lagoon I ; Trench , Area , ; wily ecva- map symbol ; absorption ; areas ; sanitary sanitary ; for landf'_=_ fields I ; F landfill , ; landfill ; Rock outcrop. � E • 25 ------------------;Severe: ;Severe: ;Severe: !Severe: !Poor: Etoe 1 slope, ; slope, slope, 1 slope. ; slope, large stones. ; large stones. ; large stones. ; large 26*: ' Farlow-------______,Severe : ;Severe: ;Severe: !Severe: ,i Poor:; slope, slope, r slope, slope. ; slope, ; depth to rock. ; depth to rock. ; depth to rock. ; small stones. Rock outcrop. � 1 27". 1 Halaquepts c r , ; ; 28, 29 --------------;Severe: ;Aoderate: ;Severe: !Slight -----------;Poor: Heldt ; peres slowly. ` slope. ; too clayey. + ; too clayey. + 3a ------------------'r Severe: ;Severe: 1 !Severe: Moderate: ;Poor: Heldt; peres slowly. r ; slope. ; too clayey. ! slooe. ; too clayey. 31 ------------------;Severe: ;Severe: ;Severe: v r ,Seee: �P Heldt ; slope, ; slope. toe clayey. , , slope. F slope, peres slowly. ; ; ; too clayey. 32 ------------------;Severe: ;Severe: !Severe: ;Severe: ;Poor- Holderness Variant ; slope, ; slope. too clayey. 1 slope. ; slope, W ; peres slowly. ; j ; ; too clayey. 33 ------------------;severe: ;Severe: ;Severe: !Severe: ;Poor: Ildefonso ; slope, ; slope, ; large stones, ; slope, 1 slope, large stones. ! seepage. ; seepage. ; seepage. ; large stones. 34 ------------------!Severe: !Severe: !Severe: ISevere: ',Poor: Ildefonso ; slope, , slope, ! slope, i slope, i slaps, large stones. ; seepage. ; large stones 8 , ; seepage. , large stones. c 1 seepage. ; ; 35*: + Ildefonso----.------;Severe: ;Severe: !Severe:!Poor: !Severe: slope, pg slope, slope, slope, large seepage, large stones, ! seepage. ; large stones. seepage. ! ' E Lazear------------- ;Severe: ;Severe: !Severe: !Severe: ;Poor: depth to rock, ; depth to rock, ; slope, 1 slope. ; thin layer, slope. ! slope. ; depth to rock. ; slope, F ! ! area reclaim. 36, 37 --------------;Severe: ;Severe: ;Severe: t ;Severe: !Poor: Irigul ! slope, ; slope, ; slope, ; slope. ! slope, depth to rock. 1 depth to rock. ; depth to rock. ; ; thin layer, 1 ; area reclaim. ; Irigul------------- ;Severe: !Severe: !Severe: ;Severe: ;Poor: J slope, ; slope, ; slope, ; slope. ! slope, depth to rock. depth to rock. ; depth to rock. ! thin layer, F 1 ! area reclaim. Starman------------ ;Severe: ;Severe: � ;Severe: E !Severe: ; !Poor: 1 slope, ; slope, ; slope, ! slope. ; slope, ; depth to rock. ; depth to rock, depth to rock. ! ; thin layer, small stones. ; E ; F ; area reclaim. ! See footnote at end of table. RIFLE AREA, COLORADO TABLE 8. --SANITARY FACILITIES --Continued iii r Soil name and ; Septic tank 1 Sewage lagoon ! Trench Area I Daily cover map symbol ; absorption ! areas ; sanitary ; sanitary ; for landfill fields ; 1 landfill ; landfill ; 39 ------------------;Severe: (Severe: (Severe: ;severe: ;Poor: ; slope. Jerry ! ; penes slowly, 1 slope. I slope. ! slope. r slope. ! ; i r 40 ------------------ Imoderate: r Moderate: !Slight ----------- !Slight ----------- !Good. Kim peres slowly. ; Slone, 3 r seepage. 7 ------------------!Moderate: (severe: ;Slight ----------- lModerate: ;Fair: Kim ; slope, 1 slope. ! ! slope. ; slope. peres slowly. I 1 ; r 42------------------ !Severe: � ;Severe: !Severe: !Severe: !Poor: Lamphier r slope. , slope. ' slope. e ! i slope. ; ; slope. >3 ---- -�-- -----------€Severe: lFlpderate: (Severe: iSlight----------- ;Poor: 1 too clayey. Limon ; peres slowly, 1 slope. ; too clayey. slope. I 1 , i r -�4------------------ !Moderate: ;Severe: IModerate: ;Slight -----------!Fair: ; too clayey. Morval ; peres slowly, } slope. ; too clayey. ; I slope. 7*: Morval-------------;Moderate: !Severe: !Moderate: !Moderate: (Fair: peres slowly, 1 slope. 1 too clayey. ! slope. ; slope, slope. ; ! I ; too clayey. Tridell------------!Severe: !Severe: !Severe: ;Severe: (Poor: slope, ; seepage, ; seepage, 1 slope, ! slope, large stones. ; slope, ! large stones. 1 seepage. ; large stones. r large stones. i ` ------------------ ;Slight----------- :Slight ; !Severe: 1 ;Severe: r :severe: � ;Poor: Nihill seepage. r ! seepage. ; seepage. 1 small stones. =7 ------------------;Severe: ;Severe: 13evere: ;Severe: !Poor: Nihill ! slope. i slope, 1 seepage. ; slope, ! slope, s seepage. ; seepage. ; small stones. .3 ------------------(Severe: ;Severe: !Severe: (Severe: !Poor: 1 slope. lorthwater ! slope, 1 slope. slope, ! slope. depth to rock. ! ! depth to rock. 1 -9, 50-------------- :Moderate: !Moderate: !Slight ----------- !Slight ----------- !Fair: Olney ; peres slowly. ! seepage, r ! small stones. ' r r slope. 1 � ------------------ :Moderate: !Severe: iSlight----------- ;Moderate: ;Fair: Olney ; peres slowly, slope. ; ; slope. 1 small stones, slope. i ! ; slope. ==a------------------!Severe: ;Severe: €Severe: ;Severe: !Poor: Parachute ! slope, ; slope, I slope, ! slope, ! slope, ; depth to rock. ! depth to rock, ; depth to rock, ; seepage. i small stones, ! seepage. ! seepage. ; area reclaim. Parachute ---------- !Severe: !Severe: ;Severe: !Severe: !Poor.- Poor:slope, slope, ! slope, 1 depth to rock, 1 slope, ! slope, depth to rock. ; depth to rock, ; seepage. 1 seepage. ; small stones, ! r seepage. 1 ! area reclaim. ?hone --------------;Severe: !Severe: !Severe: ;Moderate: ;Fair: death to rock. 1 slope. ! depth to rock. 1 slope. ! small stones, ! 1 1 thin layer, slope. See footnote at end of table.