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Home My WebLink About2.0 Supplemental Application MaterialsET ONLY €Garfield County Deposit to Garfield County Treasurer REVENUE DEPOSIT FORM o `y I Crt-- Yr i1" 1,7,;,-..:-4.-1,1, YEAR;17 REVENUE MR CODE G!L ACCT N CI I MKS & CASII 1 rra.itiCe% Usc ( 1t FUND SUFFIX S Amount SCHACQ RE #1 2960 3401 000 SCHACQ RE #2 2961 3401 (100 $ 400.00 SCHACQ #16 2962 3401 000 SCHACQ #49JT 2963 3401 000 SCHACQ #50J 2964 3401 000 BANK ACCT CHECKS $ 400.00 CASH $ 0.00 Received From: Becky Wheelersburg Date: OCTOBER 24, 2017 FILE #: MISA-8535 LEGAL DESCRIPTION: SECTION 34 TOWNSHIP 6 RANGE 92 ADDRESS: 4280 CR 331 SILT Informational Water Quality Report Conductivity, Corrosivity, Sodium Client: Elder 280 CR 331 Silt, CO Ordered By: Bishop Plumbing & Heating 5080 CR 154 Glenwood Springs, CO 81601 ATTN: Kristin Davis Definition and Legend LJ National Testing Laboratories, Ltd. Quality Water Avialyk 8571 Wilson Mills Rd Cleveland, Ohio 44143 1-800-458-3330 Sample Number: 879228 Location Type of Water: Collection Date and Time Received Date and Time: Date Completed: Well Well Water 11/09/2017 14:00 11/13/2017 12:45 1/3/2018 This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Primary Standards: Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Secondary standards: Are non -enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels: Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. mg/L (ppm): Minimum Detection Level (MDL): ND: NA: • x Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. The lowest level that the laboratory can detect a contaminant. The contaminant was not detected above the minimum detection level. The contaminant was not analyzed. The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL. The contaminant was detected above the EPA enforceable MCL. These results may be invalid. Status Contaminant Results Units National Standards Min. Detection Level Inorganic Analytes - Metals • SAR 7.6 meq/L -- 0.1 SAR [Adj.] 9.5 meq/L -- 0.1 • Sodium 316 mg/L 1 Physical Factors • Bicarbonate (as CaCO3) 520 mg/L 20 Corrosivity 0.154 SI • Specific Cond. @ 25 deg. C 1900 umhos/cm -- 1 We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd. NATIONAL TESTING LABORATORIES, LTD Page 2 of 2 1/3/2018 9:05:23 AM Product: Conductivity, Corrosivity, Sodium Sample: 879228 Patrick Waller From: Steve Anthony Sent: Monday, November 13, 2017 3:20 PM To: Patrick Waller Subject: RE: Elder Minor Subdivision Patrick, Just went out for a site visit, and Jared did take out the 6 Russian -olives on their side of the fence adjacent to Chipperfield. So we're good to go from this end of things. Let me know if this email is sufficient. Steve Steve Anthony Garfield County Vegetation Management 195 W. 14th St., Bldg. D, Suite 310 Rifle CO 81650 Phone: 970-945-1377 ext. 4305 Email; santhony@garfield-county.com From: Patrick Waller Sent: Monday, November 13, 2017 12:56 PM To: Steve Anthony <santhony@garfield-county.com> Subject: RE: Elder Minor Subdivision Sounds good. Thanks Steve. Patrick Waller Senior Planner Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-1377 ext. 1580 pwaller@garfield-countv.com hitp://www.garfield-countv.comicommunity-development/ From: Steve Anthony Sent: Monday, November 13, 2017 12:54 PM To: Patrick Waller <pwaller@garfield-county.com> Subject: RE: Elder Minor Subdivision Hi Patrick, I haven't been that way for a week or so, I'll go out there after lunch and let you know. Steve From: Patrick Waller Sent: Monday, November 13, 2017 12:41 PM To: Steve Anthony <santhonv@garfield-county.com> Subject: RE: Elder Minor Subdivision Hey Steve, Just following-up on this, did Jarad Elder resolve the outstanding issues you needed? Thanks for your help, Patrick Waller Senior Planner Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-1377 ext. 1580 pwaller@garfield-countv.com http://www.garfield-county.com/communitv-development/ From: Patrick Waller Sent: Monday, October 30, 2017 5:29 PM To: Steve Anthony <santhonv@garfield-county.com> Subject: RE: Elder Minor Subdivision Sounds good. Thanks for updating me Steve. Patrick Waller Senior Planner Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-1377 ext. 1580 pwa I ler@ga rfield-co unty.com http://www.garfield-county.com/community-development/ From: Steve Anthony Sent: Monday, October 30, 2017 5:26 PM To: Patrick Waller <pwaller@garfield-county.com> Subject: RE: Elder Minor Subdivision Hi Patrick, Jared Elder contacted me last Thursday, and I went out to the site that afternoon. did ask him to remove about 10 small Russian olive trees on the property. (that was in my referral comments) He said he thought he'd be able to do that by either today (Monday) or tomorrow and he was going to call and let me know when that has occurred. Steve From: Patrick Waller Sent: Monday, October 30, 2017 3:01 PM To: Steve Anthony <santhony@garfield-county.com> Subject: Elder Minor Subdivision Hi Steve, I received a call from a person working on Elder Minor Subdivision. One of the Conditions of Approval was that the applicant contact you to address any weeds on their site and they said that they recently reached out to you. Just wondering what the status is of that? Thanks for your help, Patrick Waller Senior Planner Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-1377 ext. 1580 pwaller@garfield-county.com http://www.garfield-county.comicommunity-development/ 3 Informational Water Quality Report Conductivity, Corrosivity, Sodium ('Client: Elder 4280 CR 331 Silt, CO Ordered By: Bishop Plumbing & Heating 15080 CR 154 Glenwood Springs, CO 81601 ATTN: Kristin Davis Definition and Legend LI National Testing Laboratories, Ltd. Quati,ty Water Aya,,� 6571 VVIlson Mills Rd Cleveland, Ohio 44143 1-800-458-3330 Sample Number: 879228 Location: Type of Water: Collection Date and Time: Received Date and Time: Date Completed: Well Well Water 11/09/2017 14:00 11/13/2017 12:45 1/3/2018 This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Primary Standards: Secondary standards: Action levels: mg/L (ppm): Minimum Detection Level (MDL): ND: NA: • x Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Are non -enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million The lowest level that the laboratory can detect a contaminant. The contaminant was not detected above the minimum detection level. The contaminant was not analyzed. The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL. The contaminant was detected above the EPA enforceable MCL. These results may be invalid. Status Contaminant Results Units National Standards Min. Detection Level Inorganic Analytes - Metals SAR 7.6 meq/L • SAR [Adj.] 9.5 meq/L • Sodium 316 mg/L 0.1 0.1 1 Physical Factors • Bicarbonate (as CaCO3) 520 mg/L Corrosivity 0.154 SI • Specific Cond. @ 25 deg. C 1900 umhos/cm 20 1 We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd. NATIONAL TESTING LABORATORIES, LTD Page 2 of 2 1/3/2018 9:05:23 AM Product: Conductivity, Corrosivity, Sodium Sample: 879228 Informational Water Quality Report Rads Basic Client: Elder 2480 CR 331 Silt, CO Ordered By: Bishop Plumbing & Heating 5080 CR 154 Glenwood Springs, CO 81601 ATTN: Kristin Davis Definition and Legend VI National Testing Laboratories, Ltd. Quality WatzrAvtaly4i* 6571 Wilson Mills Rd Cleveland, Ohio 44143 1-800-456-3330 Sample Number: 879227 Location: Type of Water: Collection Date and Time: Received Date and Time: Date Completed: Well Well Water 11/09/2017 14:00 11/13/2017 12:45 12/13/2017 This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Primary Standards: Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Secondary standards: Are non -enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels: Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. mg/L (ppm): Minimum Detection Level (MDL): ND: NA: • Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. The lowest level that the laboratory can detect a contaminant. The contaminant was not detected above the minimum detection level. The contaminant was not analyzed. The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard The contaminant was detected above the standard, which is not an EPA enforceable MCL. The contaminant was detected above the EPA enforceable MCL. These results may be invalid. Status Contaminant Results Units National Standards Min. Detection Level Inorganic Analytes - Metals • Uranium 0.005 mg/L 0.030 EPA Primary 0.001 Radiologicals �� Gross Alpha 17.8 pCi/L 15 EPA Primary 3 • Gross Beta 11.3 pCi/L 4 We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance, National Testing Laboratories, Ltd NATIONAI. TESTING, LABORATORIES, LTD Page 2 of 2 12113/2017 7:58:53 AM Product: Rads Basic Sample: 879227 Informational Water Quality Report Conductivity, Corrosivlty, Sodium Client: Elder 4280 CR 331 Silt, CO Ordered By: Bishop Plumbing & Heating 5080 CR 154 Glenwood Springs, CO 81601 ATTN: Kristin Davis Definition and Legend El National Testing Laboratories, Ltd. Quality Wa xAvi 1ybti- 6571 Wilson Mills Rd Cleveland, Ohio 44143 1-800-458-3330 Sample Number: 879228 Location: Type of Water: Collection Date and Time: Received Date and Time: Date Completed: Well Well Water 11/09/2017 14:00 11/13/2017 12:45 11/28/2017 This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Primary Standards: Are expressed as the maximum contaminant level (MCI) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Secondary standards: Are non -enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels: Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. mg/L (ppm): Minimum Detection Level (MDL): ND: NA: 1 • 1 x Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. The lowest level that the laboratory can detect a contaminant. The contaminant was not detected above the minimum detection level. The contaminant was not analyzed. The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL. The contaminant was detected above the EPA enforceable MCL. These results may be invalid. 4, Status Contaminant Results Unita National Standards Min. Detection Level Inorganic Analytes - Metals El Sodium 316 mg/L Physical Factors Corrosivity 0.154 SI Specific Cond. @ 25 deg. C 1900 umhos/cm -- 1 We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd NATIONAL TESTING LABORATORIES, LTD Page 2 of 2 11/28/2017 3:07:44 PM Product: Conductivity, Corrosivity, Sodium Sample: 879228 September 5, 2 17 Jared Elder 4280 County R -)ad 331 Silt, Co. 81 652 ATTN: Jared On 7/30/17, a ell test was conducted on a well on the Elder Properly at 4280 CR 331. The following formation was obtained; Well [)-pth 160' Casing 'in ------------ 5" Standin? water level 19.37' Total tell time 4 Hours 1)rawd Iwn to pump intake Product on is 11.4 GPM This test was csnductecl with the existing pump. The well water level recwvereel back to 64.86 in 60 Mil utes. This well produces enough water to supply two homes. If you have any questions p ease call me, Raun Samuelson at 970-945-6309. Sincerely; Raun E Samuelson Samuelson Pun p Co. P.O. Box 297 Glenwood Springs, CO 81602 • (970) 945-6309 • Fax (970) 947-9448 Woolor Sg ie?f ns Sales, Service & irisin atik I Informational Water Quality Report Watercheck Client: (Elder, Jared 4280 CR 331 Silt, CO Ordered By: Bishop Plumbing & Heating 5080 CR 154 Glenwood Springs, CO 81601 ATTN: Kristin Davis Definition and Legend I National Testing Laboratories, Ltd. Q1ua2i ty c.t r A Wady ,x- 6571 Wilson Mills Rd Cleveland, Ohio 44143 1-600-455-3330 Sample Number: 877367 Location: Type of Water: Collection Date and Time: Received Date and Time: Date Completed: Well Well Water 09/12/2017 12:15 09/13/2017 10:37 9/18/2017 This Informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Primary Standards: Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that Is allowed In drinking water. MCLs are enforceable standards. Secondary standards: Are non -enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels: Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. mg/L (ppm): Minimum Detection Level (MDL): ND: NA: 1 Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. The lowest level that the laboratory can detect a contaminant. The contaminant was not detected above the minimum detection level. The contaminant was not analyzed. The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL. i. _] The contaminant was detected above the EPA enforceable MCL. 1 These results may be invalid. Status Contaminant Results Units National Standards Min. Detection Level Mlcroblologicals Total Coliform by P/A Total coliform was Present in this sample and E. coli bacteria was ABSENT. Inorganic Analytes - Metals .� Aluminum Arsenic Barium ND mg/L 0.2 EPA Secondary 0.1 ND mg/L 0.010 EPA Primary 0.005 ND mg/L 2 EPA Primary 0.30 f Cadmium ND mg/L 0.005 EPA Primary 0.002 41 Calcium 45.1 mg/L -- 2.0 Chromium ND mg/L 0.1 EPA Primary 0.010 • Copper 0.005 mg/L 1.3 EPA Action Level 0.004 • Iron 0.034 mg/L 0.3 EPA Secondary 0.020 J Lead ND mg/L 0.015 EPA Action Level 0.002 410 Lithium 0.038 mg/L 0.001 • Magnesium 18.00 mg/L 0.10 Manganese 0.227 mg/L 0.05 EPA Secondary 0.004 o/ Mercury ND mg/L 0.002 EPA Primary 0.001 o1 Nickel ND mg/L 0.020 • Potassium 2.6 mg/L 1.0 .% Selenium ND mg/L 0.05 EPA Primary 0.020 Silica 9.6 mg/L -- 0.1 • Silver ND mg/L 0.100 EPA Secondary 0.002 111 Sodium 302 mg/L 1 • Strontium 1.440 mg/L 0.001 • Uranium 0.003 mg/L 0.030 EPA Primary 0.001 Zinc 0.025 mg/L 5 EPA Secondary 0.004 Physical Factors Alkalinity (Total as CaCO3) 450 mg/L — 20 Hardness 190 mg/L 100 NTL Internal 10 Page 2 of 5 9/18/2017 4:36:50 PM Product: Watercheck Sample: 877367 Status Contaminant • Results Unita National Standards Mln. Detection Level pH 7.3 pH Units 6.5 to 8.5 EPA Secondary Total Dissolved Solids 1100 mg/L 500 EPA Secondary 20 Turbidity 0.4 NTU 1.0 EPA Action Level 0.1 Inorganic Analytes - Other • Bromide 0.7 mg/L 0.5 • Chloride 100.0 mg/L 250 EPA Secondary 5.0 • Fluoride 2.4 mg/L 4.0 EPA Primary 0.5 Nitrate as N ND mg/L 10 EPA Primary 0.5 Nitrite as N ND mg/L 1 EPA Primary 0.5 Ortho Phosphate ND mg/L -- 2.0 Sulfate 310.0 mg/L 250 EPA Secondary 5.0 Organic Analytes - Trihalomethanes Bromodichloromethane ND mg/L -- 0.002 Bromoform ND mg/L -- 0.004 Chloroform ND mg/L -- 0.002 Dibromochloromethane ND mg/L 0.004 Total THMs ND mg/L 0.080 EPA Primary 0.002 Organic Analytes - Volatiles 1,1,1,2 -Tetrachloroethane ND mg/L 0.002 1,1,1 -Trichloroethane ND mg/L 0.2 EPA Primary 0.001 1,1,2,2 -Tetrachloroethane ND mg/L 0.002 1 1,1,2 -Trichloroethane ND mg/L 0.005 EPA Primary 0.002 sir 1,1-Dichloroethane ND mg/L -- 0.002 1,1-Dichloroethene ND mg/L 0.007 EPA Primary 0.001 1,1-Dichloropropene ND mg/L 0.002 • 1,2,3-Trichlorobenzene ND mg/L 0.002 1,2,3-Trichloropropane ND mg/L 0.002 1,2,4-Trichlorobenzene ND mg/L 0.07 EPA Primary 0.002 Page 3 of 5 9/18/2017 4:36:50 PM Product: Watercheck Sample: 877367 Status Contaminant Results Units National Standards Min. Detection Level .j 1,2 -Dichlorobenzene ND mg/L 0.6 EPA Primary 0.001 ., 1,2-Dichloroethane ND mg/L 0.005 EPA Primary 0.001 Y • 1,2-Dichlorapropane ND mg/L 0.005 EPA Primary 0.002 ✓ • 1,3 -Dichlorobenzene ND mg/L -- 0.001 1,3-Dichloropropane ND mg/L 0.002 ✓ 1,4 -Dichlorobenzene ND mg/L 0.075 EPA Primary 0.001 J 2,2-Dichloropropane ND mg/L -- 0.002 2-Chlorotoluene ND mg/L -- 0.001 • 4-Chlorotoluene ND mg/L -- 0.001 41 Acetone ND mg/L - 0.01 4 Benzene ND mg/L 0.005 EPA Primary 0.001 Bromobenzene ND mg/L 0.002 -I Bromomethane ND mg/L -- 0.002 'ir Carbon Tetrachloride ND mg/L 0.005 EPA Primary 0.001 Nr Chlorobenzene ND mg/L 0.1 EPA Primary 0.001 A Chloroethane ND mg/L -- 0.002 Chloromethane ND mg/L -- 0.002 cis-1,2-Dichloroethene ND mg/L 0.07 EPA Primary 0.002 Y cis-1,3-Dichloropropene ND mg/L - 0.002 DBCP ND mg/L 0.001 Dibromomethane ND mg/L 0.002 vi Dichlorodifluoromethane ND mg/L 0.002 4 Dichloromethane ND mg/L 0.005 EPA Primary 0.002 -1 EDB ND mg/L -- 0.001 Nir Ethylbenzene ND mg/L 0.7 EPA Primary 0.001 Methyl Tert Butyl Ether ND mg/L 0.004 ti Methyl -Ethyl Ketone ND mg/L 0.01 Styrene ND mg/L 0.1 EPA Primary 0.001 Page 4 of 5 9/18/2017 4:36:50 PM Product: Watercheck Sample: 877367 Status Contaminent Results Units National Standards Mln. Detection Level Tetrachloroethene ND mg/L 0.005 EPA Primary 0.002 Tetrahydrofuran ND mg/L — 0.01 Toluene ND mg/L 1 EPA Primary 0.001 trans-1,2-Dichloroethene ND mg/L 0.1 EPA Primary 0.002 trans-1,3-Dichloropropene ND mg/L 0.002 Trichloroethene ND mg/L 0.005 EPA Primary 0.001 Trichlorofluoromethane ND mg/L -- 0.002 Vinyl Chloride ND mg/L 0.002 EPA Primary 0.001 .� Xylenes (Total) ND mg/L 10 EPA Primary 0.001 We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd. NATIONAL TESTING LABORATORIES, LTD Page 5 of 5 9/18/2017 4:36:50 PM Product: Watercheck Sample: 877367 January 8, 2018 Jarad Elder Minor Subdivision, MISA-05-17-8535 Parcel A 4280 Dry Hollow Road Silt, CO 81652 RE: Water treatment equipment installation and retesting requirement To Whom It May Concern: This letter serves as record to Garfield County, Colorado that Jarad B. Elder, Seller, and Patrick B. Smith and Leslie D. Smith, Buyer, have entered into a contract to purchase for the property located at 4280 Dry Hollow Road in Silt, Colorado. Said property is currently part of the minor subdivision process with Garfield County, approval pending. Well water tests indicated the presence of Coliform and Gross Alpha, both none compliant with Colorado Primary Drinking Water Standards. Seller Is required to Install water treatment equipment as specified by a professional and to retest water supply after installation to ensure water supply meets County code requirements. Should Seller fail to do so, they may be subject to code enforcement by Garfield County, Colorado. Buyer shall have no obligation to water treatment expenses incurred in order to gain approval from Garfield County for the minor subdivision nor shall Buyer be liable to Garfield County in the event Buyer fails to complete a successful clusin tig _it said property. Signed Signed Signed Dated /P ---&q Dated I / 0204, Dated Dated % / ei PLUMBING, HEATING. & AIR CONDITIONING, INC. January 8, 2018 ERA - Fleisher Real Estate Paige Haderlie Re: 4280 County Road 331, Silt, CO 81652 Dear Paige: Recently, Jared Elder and I had the opportunity to discuss the water treatment system he purchased, provided and installed at his home at 4280 County Road 331 in Silt, Colorado. The system consists of a water softener and an ultra violet light for purposes of removing Radiological Gross Alphas and Coliform, that have been found to be present in his well water. I have not had the opportunity to make an onsite visit post installation of the water treatment equipment, but find that the equipment is capable of filtering Radiological Gross Alphas and Coliform. The system should be able to filter the water and bring within the National Standard limitation as defined in the EPA's Primary and Secondary Drinking water regulations. We recommend that another water test be conducted to verify that the water treatment system is successfully filtering the water. The test will take approximately 3 weeks before results are provided. Bishop Plumbing and Heating is not responsible for the well water conditions, as we have not provided the equipment. Sincerely, Randy Johnson Water Treatment Division ASPEN (970) 925-8610 • VAIL (970) 949-4600 • GLENWOOD (970) 945-9910 5080 COUNTY ROAD 154 • GLENWOOD SPRINGS, CO 81601 • FAX: (970) 920-3358 www,BishopPlumbing247.com r, Garfield County Treasurer Receipt of Tax Payment Account Parcel Number Receipt Date Receipt Number R023726 217934100404 Jan 8, 2018 2018-01-08-JCOOK-0112 ELDER, JARAD B 227 N MEADOW DRIVE RIFLE, CO 81650-8754 Situs Address Payor 004280 331 COUNTY RD,4280 DRY HOLLOW RD ELDER, JARAD B 227 N MEADOW DRIVE RIFLE, CO 81650-8754 Legal Description Section: 34 Township: 6 Range: 92 TR IN W1/2NE Property Code Actual Assessed Year Area Mil Levy SINGLE FAM.RES.-LAND - 1112 89,000 7,080 2016 023 50.448 SINGLE FAM.RES-IMPROVEMTS - 1212 150,690 11,990 2016 023 50.448 Payments Received Check $1,141.20 Check # 136 Payments Applied Year Charges Billed Prior Payments New Payments Balance 2016 Interest $38.48 $38.48 $0.00 $0.00 2016 Tax $962.04 $962.04 $0.00 $0.00 2016 PrePayment $0.00 $0,00 $1,141.20 ($1,141,20) $1,141.20 Balance Due as of Jan 8, 2018 ALL CHECKS ARE SUBJECT TO FINAL COLLECTION. Thank you for your payment! Garfield County Treasurer 109 8th Street, Suite 204 Glenwood Springs, Colorado 81601 970-945-6382 www.garfield-county.com ($1,141.20) $0.00 Receipt2018-01-08-JCOO K-0113 Product 2 Certificate of Taxes Due CERT REVENUE WORKING FUND DUE TO FUNDS Name Certificate of Taxes Due R023726 Garfield County Treasurer 109 8th Street Suite 204 Glenwood Springs CO 81601 PH: (970) 945-8382 Extended $10.00 Account #: R023726 Effective Date: 1/8/18 Certificate Number: 2018-00001 Item ID: R023726/ ($10.00) $10.00 $10.00 Total $10.00 Tender(Check) Check # 630 Mon Jan 0811:47:40 MST 2018 jcook $10.00 Thank You DECLARATION OF WATER WELL USE AND MAINTENANCE OBLIGATIONS THIS DECLARATION is made this _ day of 2017, by Jarad B. Elder ("Declarant") whose address is 227 N. Meadow Drive, Rifle, Colorado 81650. WHEREAS, Declarant is the owner of two tracts of land known as Parcel A: 4280 County Road 331 and Parcel B: 0066 Chipperfield Lane, Elder Minor Subdivision, according to the Final Plat recorded, reception number , contemporaneously herewith in the Office of the Clerk and Recorder, County of Garfield, State of Colorado (collectively the "Parcels"), WHEREAS, Declarant is also the owner of a water well (the "Well") located on Parcel A and permitted under Colorado Division of Water Resources Well Permit No. 55921-F for ordinary household purposes inside two single family dwellings, irrigation of not more than 2,000 square feet of lawns and gardens, and the watering of two head of livestock and a well system to deliver the water to both Parcels including a pump house and pipelines (the "Water System"). WHEREAS, by this Declaration, it is the intent of Declarant to establish a regime governing the joint use of the Well and Water System by the owners of the Parcels (collectively the "Owners"). NOW THEREFORE, Declarant sets forth the regime governing joint use of the Well and Water System by the Owners of the Parcels as follows: 1. The Owner of Parcel B shall be deemed to own an undivided one-half (1/2) share of the Well permit, Well and the Water System including the related pump, fittings at the Well head, meters (whether existing now or to be installed at a later time), pump house, cistern, foot valves, and any pipes or pipelines and any other structures which are jointly used. 2. The Owner of Parcel A shall be deemed to own an undivided one-half (1/2) share of the Well permit, Well and the Water System including the related pump, fittings at the Well head, meters (whether existing now or to be installed at a later time), pump house, cistern, foot valves, and any pipes or pipelines and any other structures which are jointly used. 3. No Owner is deemed to have any ownership right in and to any pipe, pipeline or other structure used or required solely by the Owner of the other Parcel which may utilize a portion of the water flowing from this Well and its structures. This Declaration does not relate to such individually owned or used rights or structures. Nothing in this Declaration shall be construed to give any Owner any rights to such non -shared property of the other Owner or to obligate either Owner to pay any costs associated with non -shared structures. 4. The Owners shall cooperate with each other at all times in all matters necessary to promote the proper functioning and use of the Well and Water System to provide an optimum water supply on demand at all times possible based upon the natural availability of water. The Owners shall not waste water and shall endeavor to use no more than their respective share of the available water. At this time, no individual water meters are installed. If at any time after the date of this Declaration, either Owner requires that meters be installed, then each of the Owners shall install meters at their individual expense. Waste or over -use shall be deemed to be a violation of this Declaration for which the non - defaulting owner may seek remedy at law or equity for damages or for injunctive relief or both. 5. The Owner of Parcel B shall use no more than one-half (1/2) of the water legally allocated to the Well and the Owner of Parcel A shall use no more than one-half (1/2) of the water legally allocated to the Well. Irrigation uses shall be limited to not more than 750 square feet of lawn and garden irrigation on Parcel B and 1250 square feet of lawn and garden irrigation on Parcel A. In the event the water physically available from the Well is less than the legally available amount, each Owner shall proportionally reduce the consumption of the water to the amount actually available. Any household use of the Well water must provide for return flow through an onsite waste treatment system of the non -evaporative type, returning the water to the watershed in which the Well is located. 6. Declarant has previously constructed the Well and Water System; other work required on shared components of the Well and Water System, including electrical charges, to cause the water at the Well to become and remain available to deliver water to the Owners shall be shared by the Owners in proportion to their share of ownership in the Well. This Declaration shall relate only to costs incurred after the date hereof. 7. The Owners agree to cooperate on the future maintenance, operation, repair, replacement or improvement of the Well, Water System and all common facilities. In the event the Owners are unable to agree on any required maintenance, repair, replacement or improvement, either Owner shall be entitled to undertake the minimal maintenance, repair, replacement or improvement necessary and essential for proper functioning of the common facilities. In the event an Owner determines to undertake such work unilaterally, such Owner shall notify the other Owner in writing. The Owner undertaking the work shall, upon completion, provide the other Owner with a written statement of work performed and the other Owner's proportionate share of the cost of same. In the event an Owner fails to pay the proportionate share of any amount due within thirty (30) days after presentment, the Owner which has paid such cost and expense shall be entitled to pursue any remedy available at law or in equity. The Court, in its discretion, may award to the prevailing party Court costs and attorney's fees incurred. 8. Declarant hereby creates and dedicates to the Owner of Parcel B a permanent, non-exclusive easement across the portion of Parcel A for a Well and Water System Easement. which will be identified as "10' Access Easement to Water Well" on the Final Plat of Elder Minor Subdivision, recorded contemporaneously herewith in the Garfield County Clerk and Recorder's Office, for the Owner of Parcel B to receive water from the Well. 9. Each Owner shall not interfere at any time with the proper use by the other Owner of his or her interest in any water structure and shall indemnify and hold harmless the other Owner and users from any loss or damage or injury caused by the acts of the indemnifying owner. 10. The term hereof shall be perpetual. The ownership of the Well and Water System and the easement granted herein is appurtenant to Parcel A and Parcel B of the Elder Minor Subdivision and such easement may not be transferred, assigned or conveyed apart or separately from the respective Parcel. This Declaration and the provisions contained herein are intended to and shall run with the titles to those real properties described as Parcel A and Parcel B, Elder Minor Subdivision, and shall be binding upon and inure to the benefit of the Owners thereof, and their successors and assigns. The laws of the State of Colorado shall govern the validity, effect and construction of this Declaration. This Declaration may not be modified in any manner except by an instrument in writing signed by the Owners of each of the Parcels. IN WITNESs WHEREOF, this Declaration is executed this _ day of ,2017. Jarad B. Elder STATE OF COLORADO ) ) ss. COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me on this day of __.___, 2017, by Jarad B. Elder. Witness my hand and official seal. My commission expires: Notary Public Syracuse Drilling & Pump Co., Inc. WELLS • SPECIALTY DRILLING • PUMPS • WA7ER TREATMENT SALES INSTALLATION SERVICE & TESTING PO BOX 2346 • GLENWOOD SPRINGS, COLORADO 81602-2346 September 7, 2001 Debra Engelhardt 4280 County Road 331 Silt, Colorado 81652 Re: Flow -- 4280 Cow y Road 331 — C arfieWSSW�folgrgho To Whom It May Concern: 970-625-1522 877-222-8443 Fax 970-625-1530 Se) f 2001 On September 6, 2001, our company preformed a four- (4) hour pump test on the above referenced property. We observed the following data: Static Water Level: 20 feet (before pumping) Pump Setting: 150 Feet Total Well Depth: 160 Feet Well Production: 8+ Gallons Per Minute Pumping Level: 54 Feet The lest was preformed utilizing the existing pump that is in the well that was tested. It is our professional opinion that this well produces an amount greater that 8 gallons per minute and that this well is more than adequate to furnish water for two dwellings. Thank you for the opportunity to serve you. Please feel free to contact us with any questions or comments. Respectfully Submitted, sr DRI �j' + ' P ►O., INC. esidd' & CFA r G W Cert' rid Driller No. 112024 Colorado kicense No. 1382 JJD/rht Informational Water Quality Report Rads Basic Client: Jared Elder 4280 CR 331 Silt, CO Ordered By: Bishop Plumbing & Heating 5080 CR 154 Glenwood Springs, CO 81601 ATTN: Kristin Davis Definition and Legend LI National Testing Laboratories, Ltd. Quality ;ty w Anal ysi4- 6571 Wilson Mills Rd Cleveland, Ohio 44143 1-800-458-3330 Sample Number: 880782 Location: Type of Water: Collection Date and Time: Received Date and Time: Date Completed: Pump House Treated/Filtered in Home 01/11/2018 13:25 01/15/2018 12:55 2/8/2018 This informational water quality report compares the actual test result to national standards as defined in the EPA's Primary and Secondary Drinking Water Regulations. Primary Standards: Are expressed as the maximum contaminant level (MCL) which is the highest level of contaminant that is allowed in drinking water. MCLs are enforceable standards. Secondary standards: Are non -enforceable guidelines regulating contaminants that may cause cosmetic effects (such as skin or tooth discoloration) or aesthetic effects (such as taste, odor,or color) in drinking water. Individual states may choose to adopt them as enforceable standards. Action levels: Are defined in treatment techniques which are required processes intended to reduce the level of a contaminant in drinking water. mg/L (ppm): Unless otherwise indicated, results and standards are expressed as an amount in milligrams per liter or parts per million. Minimum Detection The lowest level that the laboratory can detect a contaminant. Level (MDL): ND: NA: • 4 x The contaminant was not detected above the minimum detection level. The contaminant was not analyzed. The contaminant was not detected in the sample above the minimum detection level. The contaminant was detected at or above the minimum detection level, but not above the referenced standard. The contaminant was detected above the standard, which is not an EPA enforceable MCL The contaminant was detected above the EPA enforceable MCL. These results may be invalid. Status Contaminant Results Units National Standards Min. Detection Level !nor.2an'tc.Anatytes•- lVie:tals • Uranium 0.008 mg/L O.030 EPA Primary 0.001 Radiologicals Gross Alpha ND pCi/L 15 EPA Primary 3 .I Gross Beta ND pCi/L 4 We certify that the analyses performed for this report are accurate, and that the laboratory tests were conducted by methods approved by the U.S. Environmental Protection Agency or variations of these EPA methods. These test results are intended to be used for informational purposes only and may not be used for regulatory compliance. National Testing Laboratories, Ltd, NATIONAL TESTING LABORATORIES, LTD Page 2 of 2 2!812018 7:76:24 AM Product: Rads Basic Sample: 880782 PLUMBING, HEATING, & AIR CONDITIONING, INC. ¶OP Client: Jerad Elder 4280 CR 331 Silt Co 81652 Ordered By Bishop Plumbing & Heating 5080 CR 154 Glenwood Springs Co 81601 Type of Water: Well Water Collection Date and Time: 1/4/2018 9:15AM Date Complete: 1/7/2018 Hach Company Cat. 23232 Microbiologicals Results are as follows: Total Coliform was ABSENT and E. coli bacteria was ABSENT OGre5Zan':.l73 5e1-16Ce ASPEN (970) 925-8610 • VAIL (970) 949-4600 • GLENWOOD (970) 945-9910 5080 COUNTY ROAD 154 • GLENWOOD SPRINGS, CO 81601 • FAX: (970) 920-3358 www.BishopPlumbing247.com