HomeMy WebLinkAbout06.0 Updated Water Supply and Distribution Plan
1
May 5, 2017 (updated July 6, 2017)
Larry and Mary Pat Halonen
c/o Red Barn Guest Ranch, LLC
345 County Road 262
New Castle, CO 81647
RE: CRE Job #1142 – Red Barn Guest Ranch, LLC – Water Supply
Mr. and Mrs. Halonen:
Colorado River Engineering, Inc has prepared this letter to address Garfield County’s water
supply and distribution requirements for the planned commercial development of a guest ranch
and wedding venue. The guest ranch is contemplated to have two guest houses as well as
7,000 square feet of commercial area associated with the wedding venue, and 28 head of
livestock. The wedding venue anticipates serving an average of 100 people for 52 weeks out of
the year. This frequency of events does not qualify as a transient, non-community water
system and is therefore not subject to the additional monitoring requirements of that type of
water system.
In order to address the requirements outlined in Section 4-203 (M) of the Garfield County Land
Use and Development Code, four-hour pump and water quality tests were performed on the
existing (unpermitted) well that will be serve as the water source for commercial uses.
Legal Supply
The Red Barn Guest Ranch (hereafter referred to as “The Ranch”) has permitted the historic
well on the property that will serve the wedding venue, referred to as the “Barn Well” (Figure
1). Because the wedding venue will expand the use of the well for commercial activities, the
well will be permitted as a non-exempt, augmented well. The Ranch has acquired a West
Divide Water Conservancy District contract (#170420LMH(a)) to cover out of priority depletions
to the Colorado River associated with the wedding venue. A copy of the contract is provided in
Appendix A. The contract estimates 0.73 acre feet of depletions (including 5% transit loss)
associated with 2 guest houses, 7,000 square feet of commercial space and 28 head of
livestock; however the Ranch holds the minimum contract amount of 1 acre foot. No irrigation
2
uses are included in this contract because the Ranch also holds five percent interest in the
Roseman (aka Thompkins) Ditch and 12 shares in the Ware and Hinds Ditch Company.
Well Construction
The well to be used for the Ranch was never recorded with the State of Colorado. On April 13,
2017, a post-construction well test was performed by Ray’s Well Done Pump Service, LLC.
Results of the tests were submitted to the State of Colorado and well permit number 81008-F
has been issued to the “Barn Well”(attached).
Well Yield Tests
The Garfield County Land Use and Development Code requirements for well water quantity
testing are outlined in Section 4-203 (M)(1)(b)(5)(a). A four hour pump test was performed by
Ray’s Well Done Pump Service, LLC (State License: #1419). Results are summarized below and
the report can be found in Appendix B.
The well was pumped continuously for four hours and averaged 12.5 gallons per minute. The
static water level was 89.1 feet and the well depth was reported to be 110 feet. The well is
equipped with a ¾ horsepower pump. The total draw down over the four hour test was 0.4
feet. The well made a full recovery within five minutes after pumping ceased.
Over four hours, 12.5 gallons per minute yields 3,000 gallons, which is substantially more water
than would be required for the anticipated commercial uses. Water demand for this well is
fairly uniform throughout the year because there are no irrigation uses associated with the
well. Demands for the guest houses are estimated to be 0.53 gallons per minute (gpm).
Demands associated with the commercial uses are estimated to be 0.98 gpm and livestock
demand at 0.23 gpm. These uses total 1.74 gpm. Even under peak conditions, the 12.5 gpm
production of this well is more than sufficient to supply the anticipated uses.
This well is subject to Colorado Revised Statute 37-90-137(2) which requires six hundred foot
spacing between non-exempt wells. Well Permit: 117165-A (Pfeifer well) is the closest to the
commercial well at the Red Barn Guest Ranch. Permission was obtained from the landowner
and the distance between the wells has been verified as being greater than 600 feet away, as
illustrated in Figure 1.
3
Water Quality
The Garfield County Land Use and Development Code requirements for well water quality
testing are outlined in Section 4-203 (M)(1)(b)(5)(c) and include: Alkalinity, arsenic, cadmium,
calcium, coliform bacteria, chloride, conductivity, copper, corrosivity, fluoride, hardness, iron,
lead, magnesium, manganese, nitrate/nitrite, pH, sodium, sodium adsorption ratio, sulfate,
total dissolved solids, uranium, zinc and alpha/beta radioactivity. Although the Colorado
Department of Public Health and Environment’s (CDPHE) Colorado Primary Drinking Water
Regulations (CPDWR) generally apply only to public water systems and not to private water
systems, the maximum contaminant levels contained in the CPDWR were used for reference.
Water quality samples were obtained by Ray’s Well Done Pump Service and sent to Accutest
Laboratories. Laboratory results are provided in Appendix C, the well that will be used for
commercial purposes is labeled as the “Barn Well”. Please note that the project name was
incorrectly transcribed and should read “Red Barn Guest Ranch”, not “Ped Bar N Ranch”. All
required water quality parameters, including Gross Alpha/Beta radioactivity, are within the
State’s established maximum contaminant levels as outlined in the CPDWR. Fecal coliform was
indicated to be <2 per 100ml. Because the “House Well” shows the presence of total coliform, it
is recommended that on-site treatment, such as UV treatment, be installed for both wells to
ensure proper water quality for all uses on the property. The water quality testing completed
satisfies Section 4-203 (M)(1)(b)(5)(c) of the Garfield County Land Use and Development Code.
It is our opinion that the water supply for the proposed commercial wedding venue has
adequate quality, quantity, and dependability for the proposed uses with the addition of on-site
treatment to address the presence of total coliform. If you have any questions, please do not
hesitate to call our office at 970-625-4933.
Best Regards,
Christopher Manera, P.E. Wendy Ryan
Barn Well
Pfeifer Well
Main House Well
628 FeetPeach Valley
Mid ValleyWare and Hinds Ditch
T6S R91W
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community
®
0 0.04 0.080.02 Miles
Figure 1:Red Bar n Guest Ranch, LLCWell Locations
Section 6
COLORADO WELL PERMIT NUMBER 81008 F
Division of Water Resources RECEIPT NUMBER 3680200A
Department of Natural Resources
ORIGINAL PERMIT APPLICANTS
LARRY HALONEN
MARY PAT HALONEN
RED BARN GUEST RANCH
PERMIT TO CHANGE OR INCREASE USE
PERMIT TO USE AN EXISTING WELL
APPROVED WELL LOCATION
Water Division 5 Water District 39
Designated Basin N A
Management District N A
County GARFIELD
Parcel Name N A
SE 1 4 NW 1 4 Section 6 Township 6 0 S Range 91 0 W Sixth P M
UTM COORDINATES Meters Zone 13 NAD83
Easting 276627 0 Northing 4381756 0
ISSUANCE OF THIS PERMIT DOES NOT CONFER A
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material injury to existing water rights The issuance of this permit doesnotensurethatnoinjurywilloccurtoanothervestedwaterrightorprecludeanotherownerofavestedwaterrightfrom
seeking relief in a civil court action
The construction of this well 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
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 02CW0123 If this well is not
operated in accordance with the terms of said decree it will be subject to administration including orders to cease diverting
water WDWCD contract 1i170420LMH a
The use of ground water from this well is limited to commercial uses of two guest houses 7 000 square feet of commercial
space and watering of 28 head of livestock
The pumping rate of this well shall not exceed 15 GPM
The annual withdrawal of ground water from this well shall not exceed 1 acre foot
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
The owner shall mark the well in a conspicuous place 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 these markings
This well shall be constructed not more than 200 feet from the location specified on this permit
10 A totalizing flow meter must be installed on this well 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 20 76 acre s described as that portion of Sec 6 Twp 6 South Rng 91
West of the 6th P M Garfield County more particularly described as Exhibit A in the permit file
Date Issued 6 15 2017
Issued By JUSTINA MICKELSON
Expiration Date N A
Printed 06 15 2017 For questions about this permit call 303 866 3581 or go to www water state co us Page 1 of 1
Appendix A
West Divide Water Conservancy District Contract
Appendix B
Pump Test
Appendix C
Water Quality Testing
05/03/17
Technical Report for
Ray's Well Done Pumps, LLC
Ped Bar N Ranch
SGS Accutest Job Number: D93021
Sampling Date: 04/13/17
Report to:
Ray's Well Done Pumps, LLC
PO Box 863
Rifle, CO 81650
welldonepumps@gmail.com
ATTN: Ray Latham
Total number of pages in report:
Certifications: CO (CO00049), ID (CO00049), NE (NE-OS-06-04), ND (R-027), NJ (CO007), OK (D9942)
UT (NELAP CO00049), LA (LA150028), TX (T104704511), WY (8TMS-L)
This report shall not be reproduced, except in its entirety, without the written approval of SGS Accutest.
Test results relate only to samples analyzed.
Mountain States • 4036 Youngfield St. • Wheat Ridge, CO 80033-3862 • tel: 303-425-6021 • fax: 303-425-6854 • http://www.accutest.com
Test results contained within this data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable.
Client Service contact: Cristina Araujo 303-425-6021
Scott Heideman
Laboratory Director
Mountain States 05/03/17
e-Hardcopy 2.0
Automated Report
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SGS Accutest is the sole authority for authorizing edits or modifications to this document.
Unauthorized modification of this report is strictly prohibited.
Review standard terms at: http://www.sgs.com/en/terms-and-conditions
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D93021
Table of Contents
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Sections:
Section 1: Sample Summary ...................................................................................................3
Section 2: Summary of Hits ....................................................................................................4
Section 3: Sample Results ........................................................................................................6
3.1: D93021-1: BARN WELL .............................................................................................7
3.2: D93021-1A: BARN WELL ..........................................................................................9
3.3: D93021-2: HOUSE WELL ...........................................................................................11
3.4: D93021-2A: HOUSE WELL ........................................................................................13
Section 4: Subcontract Lab Data ............................................................................................15
Section 5: Misc. Forms ............................................................................................................18
5.1: Chain of Custody ...........................................................................................................19 123452 of 20
D93021
SGS Accutest
Sample Summary
Ray's Well Done Pumps, LLC
Job No:D93021
Ped Bar N Ranch
Sample Collected Matrix Client
Number Date Time By Received Code Type Sample ID
D93021-1 04/13/17 14:00 RL 04/14/17 DW Drinking Water BARN WELL
D93021-1A 04/13/17 14:00 RL 04/14/17 DW Drinking Water BARN WELL
D93021-2 04/13/17 14:30 RL 04/14/17 DW Drinking Water HOUSE WELL
D93021-2A 04/13/17 14:30 RL 04/14/17 DW Drinking Water HOUSE WELL
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D930211
Summary of Hits Page 1 of 2
Job Number:D93021
Account:Ray's Well Done Pumps, LLC
Project:Ped Bar N Ranch
Collected:04/13/17
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
D93021-1 BARN WELL
Calcium 99.9 0.40 mg/l EPA 200.7
Iron 0.20 0.010 mg/l EPA 200.7
Magnesium 30.7 0.20 mg/l EPA 200.7
Manganese 0.0049 0.0010 mg/l EPA 200.8
Sodium 30.3 0.40 mg/l EPA 200.7
Zinc 0.012 0.010 mg/l EPA 200.8
Alkalinity, Total as CaCO3 350 5.0 mg/l SM 2320B-2011
Chloride 5.4 0.50 mg/l EPA 300.0
Corrosivity, Langlier Index 0.4 SM 203, 1985
Fluoride 0.64 0.10 mg/l EPA 300.0
Hardness, Calcium a 249 1.0 mg/l SM 2340B-2011
Nitrogen, Nitrate 0.68 0.050 mg/l EPA 300.0
Nitrogen, Nitrate + Nitrite b 0.68 0.054 mg/l EPA 300.0
Solids, Total Dissolved 443 10 mg/l SM 2540C-2011
Specific Conductivity 660 1.0 umhos/cm SM 2510B-2011
Sulfate 56.0 2.5 mg/l EPA 300.0
pH 7.31 su EPA 150.1
Temperature (Field)20 Deg. C EPA 170.1
D93021-1A BARN WELL
Calcium 118 2.0 mg/l SW846 6010C
Magnesium 37.5 1.0 mg/l SW846 6010C
Sodium 33.6 2.0 mg/l SW846 6010C
Sodium Adsorption Ratio c 0.690 ratio USDA HANDBOOK 60
D93021-2 HOUSE WELL
Calcium 98.8 0.40 mg/l EPA 200.7
Copper 0.0024 0.0020 mg/l EPA 200.8
Iron 0.051 0.010 mg/l EPA 200.7
Magnesium 29.8 0.20 mg/l EPA 200.7
Manganese 0.014 0.0010 mg/l EPA 200.8
Sodium 25.9 0.40 mg/l EPA 200.7
Zinc 0.013 0.010 mg/l EPA 200.8
Alkalinity, Total as CaCO3 324 5.0 mg/l SM 2320B-2011
Chloride 4.6 0.50 mg/l EPA 300.0
Corrosivity, Langlier Index 0.4 SM 203, 1985
Fluoride 0.64 0.10 mg/l EPA 300.0
Hardness, Calcium a 247 1.0 mg/l SM 2340B-2011
Nitrogen, Nitrate 0.58 0.050 mg/l EPA 300.0
Nitrogen, Nitrate + Nitrite b 0.58 0.054 mg/l EPA 300.0
Solids, Total Dissolved 431 10 mg/l SM 2540C-2011
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D930212
Summary of Hits Page 2 of 2
Job Number:D93021
Account:Ray's Well Done Pumps, LLC
Project:Ped Bar N Ranch
Collected:04/13/17
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
Specific Conductivity 642 1.0 umhos/cm SM 2510B-2011
Sulfate 55.2 2.5 mg/l EPA 300.0
pH 7.37 su EPA 150.1
Temperature (Field)20 Deg. C EPA 170.1
D93021-2A HOUSE WELL
Calcium 96.2 2.0 mg/l SW846 6010C
Magnesium 31.1 1.0 mg/l SW846 6010C
Sodium 28.8 2.0 mg/l SW846 6010C
Sodium Adsorption Ratio c 0.653 ratio USDA HANDBOOK 60
(a) Calculated as: (Calcium * 2.497) to convert to Calcium Carbonate
(b) Calculated as: (Nitrogen, Nitrate) + (Nitrogen, Nitrite)
(c) Calculated as: (Na meq/L) / sqrt [(Ca meq/L)+(Mg meq/L)/2]
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D930212
SGS Accutest
Sample Results
Report of Analysis
Mountain States
Section 3
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D930213
SGS Accutest
Report of Analysis Page 1 of 1
Client Sample ID:BARN WELL
Lab Sample ID:D93021-1 Date Sampled:04/13/17
Matrix:DW - Drinking Water Date Received:04/14/17
Percent Solids:n/a
Project:Ped Bar N Ranch
Total Metals Analysis
Analyte Result MCL RL Units DF Prep Analyzed By Method Prep Method
Arsenic <0.00080 0.010 0.00080 mg/l 1 04/17/17 04/24/17 MR EPA 200.8 2 EPA 200.8 5
Cadmium <0.00010 0.0050 0.00010 mg/l 1 04/17/17 04/24/17 MR EPA 200.8 2 EPA 200.8 5
Calcium 99.9 0.40 mg/l 1 04/17/17 04/25/17 SB EPA 200.7 3 EPA 200.7 6
Copper <0.0020 1.3 0.0020 mg/l 1 04/17/17 04/19/17 MR EPA 200.8 1 EPA 200.8 5
Iron 0.20 0.010 mg/l 1 04/17/17 04/27/17 SB EPA 200.7 4 EPA 200.7 6
Lead <0.00050 0.015 0.00050 mg/l 1 04/17/17 04/19/17 MR EPA 200.8 1 EPA 200.8 5
Magnesium 30.7 0.20 mg/l 1 04/17/17 04/25/17 SB EPA 200.7 3 EPA 200.7 6
Manganese 0.0049 0.0010 mg/l 1 04/17/17 04/19/17 MR EPA 200.8 1 EPA 200.8 5
Sodium 30.3 0.40 mg/l 1 04/17/17 04/28/17 SB EPA 200.7 4 EPA 200.7 6
Zinc 0.012 5.0 0.010 mg/l 1 04/17/17 04/19/17 MR EPA 200.8 1 EPA 200.8 5
(1) Instrument QC Batch: MA8417
(2) Instrument QC Batch: MA8429
(3) Instrument QC Batch: MA8432
(4) Instrument QC Batch: MA8442
(5) Prep QC Batch: MP21389
(6) Prep QC Batch: MP21428
RL = Reporting Limit
MCL = Maximum Contamination Level (40 CFR 141)
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D9302133.1
SGS Accutest
Report of Analysis Page 1 of 1
Client Sample ID:BARN WELL
Lab Sample ID:D93021-1 Date Sampled:04/13/17
Matrix:DW - Drinking Water Date Received:04/14/17
Percent Solids:n/a
Project:Ped Bar N Ranch
General Chemistry
Analyte Result MCL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 350 mg/l 1 04/18/17 08:00 JD SM 2320B-2011
Chloride 5.4 mg/l 1 04/15/17 10:10 JB EPA 300.0
Corrosivity, Langlier Index 0.4 1 04/25/17 21:42 SB SM 203, 1985
Fluoride 0.64 4.0 mg/l 1 04/15/17 10:10 JB EPA 300.0
Hardness, Calcium a 249 mg/l 1 04/25/17 21:42 SB SM 2340B-2011
Nitrogen, Nitrate 0.68 10 mg/l 5 04/15/17 12:46 JB EPA 300.0
Nitrogen, Nitrate + Nitrite b 0.68 mg/l 1 04/15/17 12:46 JB EPA 300.0
Nitrogen, Nitrite <0.0040 1.0 mg/l 1 04/15/17 10:10 JB EPA 300.0
Solids, Total Dissolved 443 mg/l 1 04/17/17 SK SM 2540C-2011
Specific Conductivity 660 umhos/cm 1 04/19/17 JD SM 2510B-2011
Sulfate 56.0 mg/l 5 04/15/17 12:46 JB EPA 300.0
pH 7.31 su 1 04/14/17 15:20 TB EPA 150.1
Field Parameters
Temperature (Field)20 Deg. C 1 04/24/17 SUB EPA 170.1
(a) Calculated as: (Calcium * 2.497) to convert to Calcium Carbonate
(b) Calculated as: (Nitrogen, Nitrate) + (Nitrogen, Nitrite)
MCL = Maximum Contamination Level (40 CFR 141)
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D9302133.1
SGS Accutest
Report of Analysis Page 1 of 1
Client Sample ID:BARN WELL
Lab Sample ID:D93021-1A Date Sampled:04/13/17
Matrix:DW - Drinking Water Date Received:04/14/17
Percent Solids:n/a
Project:Ped Bar N Ranch
SAR Metals Analysis
Analyte Result MCL RL Units DF Prep Analyzed By Method Prep Method
Calcium 118 2.0 mg/l 1 04/17/17 04/26/17 SB SW846 6010C 1 SW846 3010A/M 2
Magnesium 37.5 1.0 mg/l 1 04/17/17 04/26/17 SB SW846 6010C 1 SW846 3010A/M 2
Sodium 33.6 2.0 mg/l 1 04/17/17 04/26/17 SB SW846 6010C 1 SW846 3010A/M 2
(1) Instrument QC Batch: MA8438
(2) Prep QC Batch: MP21470
RL = Reporting Limit
MCL = Maximum Contamination Level (40 CFR 141)
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D9302133.2
SGS Accutest
Report of Analysis Page 1 of 1
Client Sample ID:BARN WELL
Lab Sample ID:D93021-1A Date Sampled:04/13/17
Matrix:DW - Drinking Water Date Received:04/14/17
Percent Solids:n/a
Project:Ped Bar N Ranch
General Chemistry
Analyte Result MCL Units DF Analyzed By Method
Sodium Adsorption Ratio a 0.690 ratio 1 04/26/17 13:41 SB USDA HANDBOOK 60
(a) Calculated as: (Na meq/L) / sqrt [(Ca meq/L)+(Mg meq/L)/2]
MCL = Maximum Contamination Level (40 CFR 141)
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D9302133.2
SGS Accutest
Report of Analysis Page 1 of 1
Client Sample ID:HOUSE WELL
Lab Sample ID:D93021-2 Date Sampled:04/13/17
Matrix:DW - Drinking Water Date Received:04/14/17
Percent Solids:n/a
Project:Ped Bar N Ranch
Total Metals Analysis
Analyte Result MCL RL Units DF Prep Analyzed By Method Prep Method
Arsenic <0.00080 0.010 0.00080 mg/l 1 04/17/17 04/24/17 MR EPA 200.8 2 EPA 200.8 4
Cadmium <0.00010 0.0050 0.00010 mg/l 1 04/17/17 04/24/17 MR EPA 200.8 2 EPA 200.8 4
Calcium 98.8 0.40 mg/l 1 04/24/17 04/25/17 SB EPA 200.7 3 EPA 200.7 5
Copper 0.0024 1.3 0.0020 mg/l 1 04/17/17 04/19/17 MR EPA 200.8 1 EPA 200.8 4
Iron 0.051 0.010 mg/l 1 04/24/17 04/25/17 SB EPA 200.7 3 EPA 200.7 5
Lead <0.00050 0.015 0.00050 mg/l 1 04/17/17 04/19/17 MR EPA 200.8 1 EPA 200.8 4
Magnesium 29.8 0.20 mg/l 1 04/24/17 04/25/17 SB EPA 200.7 3 EPA 200.7 5
Manganese 0.014 0.0010 mg/l 1 04/17/17 04/19/17 MR EPA 200.8 1 EPA 200.8 4
Sodium 25.9 0.40 mg/l 1 04/24/17 04/25/17 SB EPA 200.7 3 EPA 200.7 5
Zinc 0.013 5.0 0.010 mg/l 1 04/17/17 04/19/17 MR EPA 200.8 1 EPA 200.8 4
(1) Instrument QC Batch: MA8417
(2) Instrument QC Batch: MA8429
(3) Instrument QC Batch: MA8432
(4) Prep QC Batch: MP21389
(5) Prep QC Batch: MP21474
RL = Reporting Limit
MCL = Maximum Contamination Level (40 CFR 141)
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D9302133.3
SGS Accutest
Report of Analysis Page 1 of 1
Client Sample ID:HOUSE WELL
Lab Sample ID:D93021-2 Date Sampled:04/13/17
Matrix:DW - Drinking Water Date Received:04/14/17
Percent Solids:n/a
Project:Ped Bar N Ranch
General Chemistry
Analyte Result MCL Units DF Analyzed By Method
Alkalinity, Total as CaCO3 324 mg/l 1 04/18/17 08:00 JD SM 2320B-2011
Chloride 4.6 mg/l 1 04/15/17 10:23 JB EPA 300.0
Corrosivity, Langlier Index 0.4 1 04/25/17 23:42 SB SM 203, 1985
Fluoride 0.64 4.0 mg/l 1 04/15/17 10:23 JB EPA 300.0
Hardness, Calcium a 247 mg/l 1 04/25/17 23:42 SB SM 2340B-2011
Nitrogen, Nitrate 0.58 10 mg/l 5 04/15/17 12:59 JB EPA 300.0
Nitrogen, Nitrate + Nitrite b 0.58 mg/l 1 04/15/17 12:59 JB EPA 300.0
Nitrogen, Nitrite <0.0040 1.0 mg/l 1 04/15/17 10:23 JB EPA 300.0
Solids, Total Dissolved 431 mg/l 1 04/17/17 SK SM 2540C-2011
Specific Conductivity 642 umhos/cm 1 04/19/17 JD SM 2510B-2011
Sulfate 55.2 mg/l 5 04/15/17 12:59 JB EPA 300.0
pH 7.37 su 1 04/14/17 15:20 TB EPA 150.1
Field Parameters
Temperature (Field)20 Deg. C 1 04/24/17 SUB EPA 170.1
(a) Calculated as: (Calcium * 2.497) to convert to Calcium Carbonate
(b) Calculated as: (Nitrogen, Nitrate) + (Nitrogen, Nitrite)
MCL = Maximum Contamination Level (40 CFR 141)
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D9302133.3
SGS Accutest
Report of Analysis Page 1 of 1
Client Sample ID:HOUSE WELL
Lab Sample ID:D93021-2A Date Sampled:04/13/17
Matrix:DW - Drinking Water Date Received:04/14/17
Percent Solids:n/a
Project:Ped Bar N Ranch
SAR Metals Analysis
Analyte Result MCL RL Units DF Prep Analyzed By Method Prep Method
Calcium 96.2 2.0 mg/l 1 04/17/17 04/26/17 SB SW846 6010C 1 SW846 3010A/M 2
Magnesium 31.1 1.0 mg/l 1 04/17/17 04/26/17 SB SW846 6010C 1 SW846 3010A/M 2
Sodium 28.8 2.0 mg/l 1 04/17/17 04/26/17 SB SW846 6010C 1 SW846 3010A/M 2
(1) Instrument QC Batch: MA8438
(2) Prep QC Batch: MP21470
RL = Reporting Limit
MCL = Maximum Contamination Level (40 CFR 141)
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D9302133.4
SGS Accutest
Report of Analysis Page 1 of 1
Client Sample ID:HOUSE WELL
Lab Sample ID:D93021-2A Date Sampled:04/13/17
Matrix:DW - Drinking Water Date Received:04/14/17
Percent Solids:n/a
Project:Ped Bar N Ranch
General Chemistry
Analyte Result MCL Units DF Analyzed By Method
Sodium Adsorption Ratio a 0.653 ratio 1 04/26/17 14:10 SB USDA HANDBOOK 60
(a) Calculated as: (Na meq/L) / sqrt [(Ca meq/L)+(Mg meq/L)/2]
MCL = Maximum Contamination Level (40 CFR 141)
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D9302133.4
SGS Accutest
Subcontract Lab Data
Report of Analysis
Mountain States
Section 4
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D930214
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D930214
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D930214
SGS Accutest
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
Mountain States
Section 5
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D930215
D93021: Chain of Custody
Page 1 of 2
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D9302155.1
SGS Accutest Sample Receipt Summary
Job Number:D93021 Client:RAYS
Date / Time Received:4/14/2017 2:45:00 PM Delivery Method:
Project:PED BAR N RANCH
4. No. Coolers:1
Airbill #'s:co
Cooler Security
1. Custody Seals Present:
Y or N
2. Custody Seals Intact:
3. COC Present:
4. Smpl Dates/Time OK
2. Cooler temp verification:
Cooler Temperature Y or N
1. Temp criteria achieved:
3. Cooler media:
Bar Therm;
Ice (Bag)
Quality Control Preservation Y or N N/A
1. Trip Blank present / cooler:
2. Trip Blank listed on COC:
3. Samples preserved properly:
4. VOCs headspace free:
Sample Integrity - Documentation Y or N
1. Sample labels present on bottles:
2. Container labeling complete:
3. Sample container label / COC agree:
Sample Integrity - Condition Y or N
1. Sample recvd within HT:
3. Condition of sample:
2. All containers accounted for:
Sample Integrity - Instructions
1. Analysis requested is clear:
2. Bottles received for unspecified tests
3. Sufficient volume recvd for analysis:
4. Compositing instructions clear:
5. Filtering instructions clear:
Intact
Y or N
Comments
Y or N N/A
Cooler Temps (Initial/Adjusted):#1: (3.1/3.1);
D93021: Chain of Custody
Page 2 of 2
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D9302155.1
05/11/17
Technical Report for
Ray's Well Done Pumps, LLC
Ped Bar N Ranch
SGS Accutest Job Number: D93021X
Sampling Date: 04/13/17
Report to:
Ray's Well Done Pumps, LLC
PO Box 863
Rifle, CO 81650
welldonepumps@gmail.com
ATTN: Ray Latham
Total number of pages in report:
Certifications: CO (CO00049), ID (CO00049), NE (NE-OS-06-04), ND (R-027), NJ (CO007), OK (D9942)
UT (NELAP CO00049), LA (LA150028), TX (T104704511), WY (8TMS-L)
This report shall not be reproduced, except in its entirety, without the written approval of SGS Accutest.
Test results relate only to samples analyzed.
Mountain States • 4036 Youngfield St. • Wheat Ridge, CO 80033-3862 • tel: 303-425-6021 • fax: 303-425-6854 • http://www.accutest.com
Test results contained within this data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable.
Client Service contact: Cristina Araujo 303-425-6021
Scott Heideman
Laboratory Director
Mountain States 05/11/17
e-Hardcopy 2.0
Automated Report
13
SGS Accutest is the sole authority for authorizing edits or modifications to this document.
Unauthorized modification of this report is strictly prohibited.
Review standard terms at: http://www.sgs.com/en/terms-and-conditions
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D93021X
Table of Contents
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Sections:
Section 1: Sample Summary ...................................................................................................3
Section 2: Subcontract Lab Data ............................................................................................4
Section 3: Misc. Forms ............................................................................................................11
3.1: Chain of Custody ...........................................................................................................12 1232 of 13
D93021X
SGS Accutest
Sample Summary
Ray's Well Done Pumps, LLC
Job No:D93021X
Ped Bar N Ranch
Sample Collected Matrix Client
Number Date Time By Received Code Type Sample ID
D93021-1X 04/13/17 14:00 RL 04/14/17 DW Drinking Water BARN WELL
D93021-1XA 04/13/17 14:00 RL 04/14/17 DW Drinking Water BARN WELL
D93021-2X 04/13/17 14:30 RL 04/14/17 DW Drinking Water HOUSE WELL
D93021-2XA 04/13/17 14:30 RL 04/14/17 DW Drinking Water HOUSE WELL
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D93021X1
SGS Accutest
Subcontract Lab Data
Report of Analysis
Mountain States
Section 2
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D93021X2
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D93021X2
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D93021X2
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D93021X2
SGS Accutest
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
Mountain States
Section 3
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D93021X3
D93021X: Chain of Custody
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D93021X33.1
SGS Accutest Sample Receipt Summary
Job Number:D93021 Client:RAYS
Date / Time Received:4/14/2017 2:45:00 PM Delivery Method:
Project:PED BAR N RANCH
4. No. Coolers:1
Airbill #'s:co
Cooler Security
1. Custody Seals Present:
Y or N
2. Custody Seals Intact:
3. COC Present:
4. Smpl Dates/Time OK
2. Cooler temp verification:
Cooler Temperature Y or N
1. Temp criteria achieved:
3. Cooler media:
Bar Therm;
Ice (Bag)
Quality Control Preservation Y or N N/A
1. Trip Blank present / cooler:
2. Trip Blank listed on COC:
3. Samples preserved properly:
4. VOCs headspace free:
Sample Integrity - Documentation Y or N
1. Sample labels present on bottles:
2. Container labeling complete:
3. Sample container label / COC agree:
Sample Integrity - Condition Y or N
1. Sample recvd within HT:
3. Condition of sample:
2. All containers accounted for:
Sample Integrity - Instructions
1. Analysis requested is clear:
2. Bottles received for unspecified tests
3. Sufficient volume recvd for analysis:
4. Compositing instructions clear:
5. Filtering instructions clear:
Intact
Y or N
Comments
Y or N N/A
Cooler Temps (Initial/Adjusted):#1: (3.1/3.1);
D93021X: Chain of Custody
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