DDW-2024-006796

Prepared for:
Blue Sky Corporate Ranch, LLC
Attn: Mike Gardner
2750 Rasmussen Rd, Suite 202
Park City, UT 84098
Prepared by:
Loughlin Water Associates, LLC
3100 Pinebrook Rd, Ste. 1100
Park City, UT 84098
[phone]
March 2024
WELL CONSTRUCTION REPORT
BLUE SKY REPLACEMENT WELL REPL-1
WS004, DDW FILE #13474
BLUE SKY RANCH AND RESORT
PUBLIC WATER SUPPLY SYSTEM #22143
SUMMIT COUNTY, UTAH

March 21, 2024

Utah Division of Drinking Water
Attn: Michael Newberry, P.E., Section Manager
Permitting & Engineering Support
P.O. Box 144830
Salt Lake City, Utah 84114-4830

Subject: Transmittal – Well Construction Report -
Blue Sky Well REPL-1 (WS004)
Blue Sky Ranch, Public Water System (PWS) #22143, File #13474
Summit County, Utah
For Blue Sky Ranch and Resort

Dear Michael:

Please find attached the Well Construction Report for Blue Sky Replacement Well REPL-
1 (WS004) for Blue Sky Ranch and Resort, Public Water System (PWS) #22143, Summit
County, Utah. The report includes some of the information required by the Utah Division
of Drinking Water (DDW) for compliance with Utah Administrative C ode R309-515-
6(5)(c). The DDW issued a Plan Approval for the well (File #13474) in a letter dated
August 31, 2023. We will submit a Drinking Water Source Protection (DWSP) plan for
the well to the DDW under separate cover.


If you have any questions or need more information, please do not hesitate to call me at
or [phone].

Very truly yours,

Loughlin Water Associates, LLC
William D. Loughlin, P.G.
Manager, Principal Hydrogeologist

Enclosure

Cc: Mike Gardner – Blue Sky Ranch and Resort
Brandon Mason – Blue Sky Ranch and Resort
Randall Vickers, P.E. – Meridian Engineering
Blue Sky Replacement Well REPL-1 (WS004) Construction Report
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TABLE OF CONTENTS

Section Page
EXECUTIVE SUMMARY ........................................................................................................... 3
DIVISION OF DRINKING WATER REQUIRED INFORMATION ................................................ 5
DRILLING, LOGGING, AND CONSTRUCTION OF REPLACEMENT WELL ............................. 6
Location ................................................................................................................................. 6
Drilling And Well Construction ................................................................................................ 6
Geophysical Logging .............................................................................................................. 6
As-Built Construction .............................................................................................................. 6
Plumbness And Alignment ..................................................................................................... 8
DEVELOPMENT ........................................................................................................................ 8
PUMPING TESTS ...................................................................................................................... 8
Step-Rate Test ....................................................................................................................... 9
Constant-rate Test ................................................................................................................. 9
WATER QUALITY .....................................................................................................................10
Field Monitoring of Water Quality ..........................................................................................10
Laboratory Analysis of Water Quality Samples ......................................................................10
WELL DISINFECTION ..............................................................................................................13
OPINION OF SAFE YIELD AND RECOMMENDED DISCHARGE RATE .................................13
PLANS AND SPECIFICATIONS TO EQUIP AND CONNECT WELL ........................................14
PLUGGING AND ABANDONMENT OF EXISTING WELL ........................................................14
REFERENCES CITED ..............................................................................................................15

LIST OF TABLES

1 As-Built Well Construction
2 Specific Capacity Pumping Test Calculations
3 Field Measurements of Water Quality Parameters
4 Water Quality Data and Utah Drinking Water Standards

LIST OF FIGURES

1 Blue Sky Replacement Well Regional Map
2 Blue Sky Replacement Well Topographic Map
3 As-Built Well Construction Blue Sky Replacement Well
4 Water Level vs. Time – Step-Rate Test
5 Water Level vs. Time – Constant-Rate Test
6 Transmissivity Estimation

LIST OF APPENDICES

A Utah Division of Drinking Water (DDW) Plan Approval
B Utah Division of Water Rights (DWRi) Water Right Approval and Start Card
C Well Driller Report and Lithologic Log
D Geophysical Logs
E Grout Seal Certification
F Performance Curve for Test Pump
G Pumping Test Data
H Analytical Laboratory Report
Blue Sky Replacement Well REPL-1 (WS004) Construction Report
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EXECUTIVE SUMMARY

This report summarizes the drilling, construction , and testing of the Blue Sky
Replacement Well REPL-1 (the replacement well) for the Blue Sky Ranch and Resort
(Blue Sky Ranch). Blue Sky Ranch is Utah Division of Drinking Water (DDW) Public
Water System (PWS) #22143. Blue Sky Ranch constructed the 1330-foot deep
replacement well because the yield of the 740-foot deep Blue Sky Ranch Well (WS001),
also known as the existing well, had declined significantly. This report provides
information required by the DDW for a new PWS well in accordance with Utah
Administrative Code (UAC) R309-515-6(5)(c). Figures 1 and 2 show the location of the
replacement well.

Loughlin Water Associates, LLC (Loughlin Water, 2023a,b) submitted Technical
Specifications and a Preliminary Evaluation Report (PER) for the replacement well to
DDW during August 2023. DDW (2023) concurred with both the Technical
Specifications in and the PER in August 2023. Appendix A provides a copy of the DDW
approval letter.

DDW approved the plan to drill the well subject to submittal of a Start Card issued by
the Utah Division of Water Rights (DWRi), also known as the State Engineer. The DWRi
approved an Application to Replace an Existing Well and issued a Start Card on August
17, 2023. Appendix B provides copies of the DWRi approval and Start Card. The existing
well is DWRi Well Identification Number (WIN) 430380, and the replacement well is WIN
448158.

Boart Longyear (Boart), Utah License No. 956 (Brian Nordgren), drilled, constructed,
developed, and tested the well from September 19, 2023, to January 24, 2024. Boart
drilled a borehole to 1505 feet and installed (1) 8-inch diameter blank casing
interspersed with well screen to 1330 feet and (2) a certified grout seal that extends from
the ground surface to 302 feet. Boart subcontracted Century Wireline Services (Century)
to geophysically log the borehole.

Appendix C provides a copy of the Well Driller Report (well log) and lithologic log. Table
1 summarizes, and Figure 3 illustrates, the as-built construction of the well. Appendix
D provides a copy of the geophysical logs, and Appendix E provides a copy of the grout
seal certification letter.

Boart conducted a step rate test at approximately 45, 55, and 65 gallons per minute
(gpm) on January 10, 2024, and a 24-hour constant-rate test at 44 gpm from January
11 to 12, 2024. Appendix F provides a copy of the performance curve for the test pump.
Appendix G presents and Figures 4 and 5 plot the pumping test data. Table 2 presents
specific capacity values for different pump test rates.

We assessed water quality through the (1) monitoring of “field” parameters during
development and pump testing and (2) collection of a sample for laboratory analysis at
the end of the 24-hour pumping test. Chemtech-Ford Laboratories of Sandy Utah
(Chemtech) analyzed the sample for the parameters required for a new PWS well for a
non-transient, community system by UAC R309-515-4(5).

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Table 3 summarizes field measurements of water quality parameters. Appendix H
provides copies of laboratory reports and chain-of-custody forms. Table 4 summarizes
and compares the analytical results to Utah Drinking Water Standards.

Total dissolved solids (TDS), at 320 milligrams per liter (mg/L), was less than both the
Utah Primary Maximum Contaminant Level (PCML) of 1000 mg/L and the Secondary
Maximum Contaminant Limit (SMCL) of 500 mg/L. Iron at 0.46 mg/L exceeded the
SMCL of 0.3 mg/L.

Boart disinfected the well on January 25, 2024, following the procedures outlined in
UAC R309-515-6(11), Well Disinfection and UAC R655-9.6.5, Well Disinfection and
Chlorination of Water. Coliform bacteria were absent, but e. coli bacteria were present
in a sample collected on January 25, 2024; therefore, Boart disinfected the well a second
time on January 31, 2024, and a second sample was collected for bacterial analysis on
the same day. The results of the second analysis showed that both e. coli and coliform
bacteria were absent.

According to UAC R309-110-4 and R309-515-6(10)(c), the (1) safe yield of the Blue Sky
Replacement Well is about 29 gpm, which is about two-thirds of the 44-gpm test rate,
and (2) the well can be equipped to pump at a rate up to the test rate of about 44 gpm.
The intake for the pump should be set at about 720 to 730 feet, the depth at which the
test pump was set.

Plans and specifications to equip and connect the Blue Sky Replacement Well to the
Blue-Sky Ranch water system will be prepared by others and submitted to the DDW
under separate cover.

Blue-Sky Ranch will plug and abandon the existing well once (1) the replacement well
is equipped with a permanent pump and connected to their water system and (2) they
receive an operating permit from the DDW to use the replacement well.

Blue Sky Replacement Well REPL-1 (WS004) Construction Report
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DIVISION OF DRINKING WATER REQUIRED INFORMATION

This report summarizes the drilling, construction , and testing of the Blue Sky
Replacement Well REPL-1 (the replacement well) for the Blue Sky Ranch and Resort
(Blue Sky Ranch). Blue Sky Ranch is Utah Division of Drinking Water (DDW) Public
Water System (PWS) #22143. Blue Sky Ranch constructed the 1330-foot deep
replacement well because the yield of the 740-foot deep Blue Sky Ranch Well (WS001),
also known as the existing well, had declined significantly. This report provides
information required by the DDW for a new PWS well in accordance with Utah
Administrative Code (UAC) R309-515-6(5)(c). Figures 1 and 2 show the location of the
replacement well.

Loughlin Water Associates, LLC (Loughlin Water, 2023a,b) submitted Technical
Specifications and a Preliminary Evaluation Report (PER) for the replacement well to
DDW during August 2023. DDW (2023) concurred with both the Technical
Specifications in and the PER in August 2023. Appendix A provides a copy of the DDW
approval letter.

DDW approved the plan to drill the well subject to submittal of a Start Card issued by
the Utah Division of Water Rights (DWRi), also known as the State Engineer. The DWRi
approved an Application to Replace an Existing Well and issued a Start Card on August
17, 2023. Appendix B provides copies of the DWRi approval and Start Card. The existing
well is DWRi Well Identification Number (WIN) 430380, and the replacement well is WIN
448158.

The following appendices provide information required by the DDW for compliance with
Utah Administrative Code (UAC) R309-515-6(5)(b) and (c) and supplementary well
construction information:
• DDW Plan Approval – Appendix A
• DWRi Replacement Well Approval and Start Card – Appendix B
• Well Driller Report and Lithologic Log – Appendix C
• Geophysical Logs – Appendix D
• Grout Seal Certification Letter – Appendix E
• Performance Curve for Test Pump – Appendix F
• Pumping Test Data – Appendix G
• Analytical Laboratory Report – Appendix H

This report discusses the information provided in these appendices. Plans and
specifications to equip and connect the Blue Sky Replacement Well to the Blue Sky
Ranch PWS will be prepared and submitted to the DDW by others.

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DRILLING, LOGGING, AND CONSTRUCTION OF REPLACEMENT WELL

LOCATION

Figures 1 and 2 show the location of the replacement well, which is approximately:
• North 1335 feet and East 1015 feet from the West Quarter (W4) Corner of Section
24, Township 1 North, Range 4 East, Salt Lake Base and Meridian (SLB&M);
• Easting 462,075.8 meters; Northing 4,517,659.1 meters (UTM NAD 83); and
• Latitude 40.809072 degrees north and Longitude -111.449649 degrees (NAD83).

The replacement well is about 130 feet to the west northwest of the existing well.

DRILLING AND WELL CONSTRUCTION

Boart Longyear (Boart), Utah License No. 956 (Brian Nordgren), drilled, constructed,
and tested the Blue Sky Replacement Well from September 19, 2023 to January 24,
2024. Boart collected drill cutting samples from the borehole approximately every 5 feet
by compositing samples over 5-foot intervals as the cuttings were discharged from the
cyclone.

Loughlin Water observed well drilling, described drill cuttings, reviewed geophysical
logs, prepared the final well design, observed well construction and development,
observed, and certified the grout seal, helped plan and monitor pumping tests, and
collected water quality samples.

GEOPHYSICAL LOGGING

Century Wireline Services (Century) performed geophysical logging of the borehole on
October 14, 2023. Appendix D provides copies of the geophysical logs, including:
• Spontaneous potential;
• Short and long normal electrical resistance;
• Single point resistivity
• Temperature;
• 3-arm caliper;
• Natural gamma; and
• Deviation (gyroscope).

AS-BUILT CONSTRUCTION

Appendix C presents a copy of the Well Driller Report (well log) prepared by Boart and
lithologic log prepared by Loughlin Water. Table 1 summarizes, and Figure 3 illustrates,
the as-built construction of the well. Table 1 includes a summary of the lithologic log.
John S. Brown, P.G., an authorized representative of the DDW, witnessed and certified
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the materials and installation of the grout seals installed around the surface casing and
production casing. Appendix E provides a copy of the Well Seal Certification Letter.

TABLE 1
SUMMARY OF AS-BUILT INFORMATION FOR BLUE SKY REPLACEMENT WELL

Well Name: Blue Sky Replacement Well
WIN: 448158
Well Owner: Blue Sky Ranch
Approximate
Well Location:
See Figures 1 and 2 and PLS, UTM, and Latitude/Longitude coordinates
provided above.
Well Drilling
Contractor:
Boart Longyear (Brian Nordgren), Utah License No. 956
Ground Surface
Elevation:
Approximately 6660 feet according to the DWRi Location Calculator
(https://maps.waterrights.utah.gov/asp/location.asp)/.
Drilled Depth: 1505 feet
Static Water
Level:
389 feet below ground surface on January 24, 2024.
Boring
Diameters/
Drilling
Methods:
Depth Interval Borehole
Diameter
Drilling Method
0 – 40 feet: 22 inches Conventional mud rotary with water and
bentonite
40 – 1505 feet: 14.75
inches
Conventional Mud Rotary and Flooded
Reverse with water and bentonite
Summary of
Lithology:
Depth Interval Geologic Unit
0 - 40 feet: Alluvial Deposits (Qu)
40 - 195 feet: Tertiary Older Conglomerate (Toc)
195 – 1500+ feet: Kelvin Formation (Kk)
Blank Casing:

Depth Interval Blank Well Casing
0 – 40 feet: 16-inch diameter low-carbon steel (LCS) surface casing
+1.5 – 560 feet
620 – 660 feet
700 – 940 feet
1020 – 1060 feet
1100 - 1120 feet
1180 – 1200 feet
1220 – 1260 feet:

8-inch diameter LCS production casing
1320 – 1330 feet: 8-inch diameter LCS sump with bullnose
Well Screen:

Depth Interval Well Screen
560 – 620 feet
660 – 700 feet
940 – 1020 feet
1060 – 1100 feet
1120 – 1180 feet
1200 – 1220 feet:

8-inch diameter Ful-Flo Louvered well screen with
0.070-inch slots

8-inch diameter Ful-Flo Louvered well screen with
0.070-inch slots
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1260 – 1320 feet:
Gravel Pack:

Depth Interval Well Screen
302 – 1505 feet ¼ x 1/8 SRI Supreme gravel pack
Well Seals: 0 – 8 feet: Unhydrated bentonite
8 – 291 feet: Certified neat cement grout
291 – 302 feet: Unhydrated bentonite
Pumping Tests:
Pumping Tests:
Step-rate test at 45 to 55, and 65 gpm on January 10, 2024.
Constant rate test at 44 gpm from January 11 to 12, 2023, with
drawdown after 24 hours of 183.97 feet and specific capacity of 0.2 gpm
per foot of drawdown (gpm/ft)
WIN = Well Identification Number; Mbr = Member; gpm = gallons per minute.

PLUMBNESS AND ALIGNMENT

Century performed a gyroscopic deviation survey of the borehole on October 14, 2023.
The borehole deviates about 27.32 feet to the east-southeast between the ground surface
and 1,499 feet. A plumbness and alignment test was not performed on the completed
well because the test pump was installed and removed without issues and deviation
survey showed the boring as straight and deviated less than 7 feet from vertical at the
maximum pump setting of about 730 feet.

DEVELOPMENT

Boart developed the well using both airlift and pumping methods. Boart developed the
Blue Sky Replacement Well by airlifting using a single swab tool coupled to dual tube
drill pipe in the screened portion of the well (560 to 1320) from October 27 to November
15, 2023. Boart airlifted the well at about 13 to 97 gpm. Boart bailed several feet of fill
from the bottom of the well after completing airlift development and before installing the
test pump.

Boart installed a Grundfos Model 230S 14-stage submersible test pump with the intake
set at about 726 feet and conducted development and test pumping. Appendix F
provides a copy of the performance curve and other information for the test pump .

Boart developed the well by pumping from November 6, 2023 to January 9, 2023. Sand
content during pump testing declined from a high of about 2,120 parts per million (ppm)
during development on December 10, 2023 to a low of <1 ppm during constant-rate
testing on January 12, 2024.

PUMPING TESTS

Boart conducted step-rate and constant-rate pumping tests of the Blue Sky
Replacement Well. Boart measured the (1) pumping rate using an in-line totalizing
meter, (2) water level by hand using a water level meter, and (3) sand content using a
Rossum Sand Tester. Appendix G provides the pumping test data.

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STEP-RATE TEST

A step-rate pumping test was conducted to: (1) comply with the recommendation in UAC
R309-515-6(10)(a), (2) evaluate well and aquifer performance at different pumping rates,
(3) estimate specific capacity and well loss at various pumping rates, (4) select the rate
for the 24-hour constant-rate test, and (5) provide base-line data for evaluation of
potential future changes in specific capacity.

Boart conducted a step-rate pumping test on December 20, 2023 at about 45, 55, and
65 gpm. The first two steps lasted about 120 minutes, while the final step lasted about
90 minutes. Figure 4 is a plot of pumping water level versus time since pumping started
for the step-rate test. Figure 4 includes a diagram of the well to help relate pumping
water level to the screened interval and pump setting.

Table 2 shows the specific capacity at each pumping rate.

TABLE 2
SPECIFIC CAPACITY PUMPING TEST CALCULATIONS FOR REPLACEMENT WELL

Pumping
Rate
(gpm)
Duration of
Pumping
(minutes)
Drawdown
(feet)
Specific
Capacity
(gpm/ft)
Date Comment
45 120 145.19 0.31 1/10/23 Step-rate test
55 120 197.41 0.28 1/10/23 Step-rate test
65 90 253.78 0.26 1/10/23 Step-rate test
44 1440 183.97 0.24 1/12/24 Constant-rate test

Specific capacity is pumping rate in gpm divided by drawdown in feet (ft). Table 2 shows
that specific capacity (1) decreased from 0.31 gpm/ft from 45 gpm to 0.26 gpm/ft at 65
gpm after 120 and 90 minutes of pumping, respectively, and (2) was 0.24 gpm/ft after
pumping at 44 gpm for 1440 minutes (24 hours).

CONSTANT-RATE TEST

Boart conducted a 24-hour constant-rate pumping test at 44 gpm from January 11 to
12, 2024. The pre-pumping (static) water level was 388.36 feet below the measuring
point and the pumping water level was 572.33 feet after pumping for 24 hours at 44
gpm which indicates that (1) drawdown was 183.97 feet (572.33 minus 388.36 feet) and
(2) specific capacity was 0.24 gpm/ft (44 gpm divided by 183.97 feet).

Figure 5 is a plot of water level versus time since pumping started and includes a
diagram of the well to help relate pumping water level to the screened interval and pump
setting. After pumping stopped, Boart measured the water level by hand during the
recovery period for 240 minutes. The water level recovered (rose) to 418.43 feet after 240
minutes of shutting down the pump and was estimated to be about 389 to 391 feet
when the well was video logged the well on January 23, 2024.

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We evaluated the pumping test data using the constant discharge method developed by
Cooper and Jacob (1946) and described by Lohman (1972). Figure 6 summarizes the
evaluation of the pumping portion of the test. We estimated an aquifer transmissivity of
about 39 feet squared per day (ft2/day) at the well using this method.

WATER QUALITY

We assessed water quality through (1) monitoring of “field” parameters during rig (airlift)
development, pump development, step testing, and constant-rate testing and (2) the
collection of water samples for laboratory analysis at the conclusion of the 24-hour test.

FIELD MONITORING OF WATER QUALITY

Appendix H presents and Table 3 summarizes field measurements of specific
conductance, temperature, pH, and turbidity in water produced from the well during
constant-rate testing.

TABLE 3
FIELD COLLECTED DATA FOR BLUE SKY REPLACEMENT WELL CONSTANT-RATE
TEST

Parameter Minimum Maximum Average Final
pH 7.94 8.30 8.09 8.30
Conductivity
(µS / cm)
555 644 571 644
Turbidity
(NTU)
5.26 112 19.9 5.26a

LABORATORY ANALYSIS OF WATER QUALITY SAMPLES

Loughlin Water collected a water quality sample on January 12, 2023, at the end of the
24-hour 44-gpm constant rate test for analysis BY Chemtech-Ford Laboratories of
Sandy, Utah (Chemtech) of the constituents listed in UAC R309-515-4(5) for a new PWS
well for a non-transient, community water system.

Appendix H provides copies of the Chemtech analytical reports and chain-of-custody
forms, and Table 4 summarizes and compares analytical results to Utah Drinking Water
Standards.

Utah Administrative Code (UAC) R309-200 divides the standards into:
• Primary Drinking Water Standards, or Maximum Contaminant Levels (PMCLs),
are the “Maximum permissible level of a contaminant in water which is delivered
to any user of a Public Water System.”
• Secondary Drinking Water Standards, or Secondary MCLs (SMCLs), which deal
with substances that “affect the aesthetic quality of drinking water. They are
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presented as recommended limits or ranges and are not grounds for rejection. The
taste of the water may be unpleasant, and the usefulness of the water may be
impaired if these standards are significantly exceeded.”

TABLE 4
WATER QUALITY DATA AND UTAH DRINKING WATER STANDARDS

Parameters (mg/L except as noted) Primary or
Secondary MCL
a
Blue Sky Replacement
Well
1/12/2024f
Primary Inorganic Contaminants R309-200-5(1) Primary MCL
Antimony 0.006 ND
Arsenic 0.01 0.0017
Barium 2 0.153
Beryllium 0.004 ND
Cadmium 0.005 ND
Chromium 0.1 ND
Cyanide (free) 0.2 ND
Fluoride 4b 0.396
Mercury 0.002 ND
Nickel NS ND
Nitrate (as Nitrogen) 10 ND
Nitrite (as N) 1 ND
Total Nitrate and Nitrite (as Nitrogen) 10 ND
Selenium 0.05 ND
Sodium NS 22.6
Sulfate 500 / 1000b,c 11.8
Thallium 0.002 ND
Total Dissolved Solids 1000 / 2000b,d 320
Turbidity (NTU) R309-200-5(5) 5.0 NTU 3.0
Lead and Copper R309-200-5(2)
Copper 1.3 b,e ND
Lead 0.015 e ND
Organic Contaminants R309-200-5(3)
Pesticides/PCB/SOC Varies ND
Volatile Organic Compounds (VOCs) Varies ND
Radiological Chemicals R309-200-5(4)
Gross alpha, pCi/L 15 2.3 +/- 2.71
Gross beta, pCi/L 50 4.2 +/- 2.47
Radium 226, pCi/L 5 NSD
Radium 228, pCi/L 5 0.92 +/- 0.223

Secondary Inorganic Contaminants R309-200-6 Secondary MCL
Aluminum 0.05 to 0.2 ND
Chloride 250 53.2
Color (color units) 15 10
Corrosivity (Langelier index) non-corrosive non-corrosive
Foaming Agents (Surfactant as MBAS) 0.5 0.12
Iron 0.3 0.46
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Parameters (mg/L except as noted) Primary or
Secondary MCL
a
Blue Sky Replacement
Well
1/12/2024f
Manganese 0.05 0.028
Odor (threshold odor numbers) 3 1
pH (standard units) 6.5-8.5 7.8
Silver 0.1 ND
Zinc 5 ND
Additional Chemicals R309-515-4(5)(b)
Ammonia as N NS ND
Boron NS ND
Calcium NS 50.7
Magnesium NS 17.9
Potassium NS 4.5
Specific Conductance (µmhos/cm @ 25°C) NS 558
Alkalinity - Bicarbonate (HCO3) as CaCO3 NS 187
Alkalinity – Carbonate (CO3) as CaCO3 NS ND
Alkalinity – Hydroxide (OH) as CaCO3 NS ND
Alkalinity – Total as CaCO3 NS 187
Phosphate, Ortho as PO4 NS ND
Silica (as silicon dioxide) NS 13.4
Total Hardness as CaCO3 NS 200
Langelier Index NS 0.20
Microbiological Quality R309-200-5(6)
Total Coliform, Org/100ml Absent Absent g
E. Coli, Org/100ml Absent Absent g
Iron Bacteria (Not required by regulation)
Iron Bacteria NS ND
MCL = Maximum Contaminant Level; MBAS = Methyl Blue Active; ND = not detected; NS = no Utah Water
Quality Standard; N = Nitrogen; CaCO3 = Calcium Carbonate; NSD = not sampled.
a As per UAC R309-200.
b Secondary MCLs are 2 mg/L for fluoride, 250 mg/L for sulfate, 500 mg/L for TDS, and 1 for copper.
c If Sulfate is greater than 500 mg/L, then supplier must demonstrate that (1) no better water is available
and (2) the water will not be available for human commercial establishments.
d If TDS is greater than 1,000 mg/L, then supplier must demonstrate that no better water is available.
e Standard is applicable at the consumer's tap based on statistical sampling.
f Sample collected after well was pumped at 44 gpm for 23 hours.
g Sample collected after the well was disinfected on January 31, 2024.

Table 4 shows that:

• Total dissolved solids (TDS) at 320 milligrams per liter (mg/L) was less than both
the PCML (1000 mg/L) and SMCL (500 mg/L).
• Turbidity at 3.0 NTU was less than the PMCL of 5 NTU.
• Iron at 0.46 mg/L exceeded the SMCL of 0.3 mg/L.
• No other PMCLs or SMCLs were exceeded in the January 12, 2024, sample.
• pH at 7.8 units, was within the SMCL range of 6.5 to 8.5 units.
• Total and e. coli bacteria were absent in a sample collected on January 31, 2024.

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Page 13 of 15 March 2024

The dominant ions were bicarbonate, calcium, and chloride. The water is considered to
be “very hard” at 200 mg/L (as CaCO3). The Langelier Index was 0.20, which indicates
the water is over saturated with respect to calcium carbonate (CaCO3) and may be scale-
forming.

WELL DISINFECTION

Boart disinfected the well on January 25 and 31, 2024 following the procedures outlined
in UAC R309-515-6(11), Well Disinfection and UAC R655-9.6.5, Well Disinfection and
Chlorination of Water. As indicated in Table 4, coliform and e. coli bacteria were absent,
in a sample collected after disinfection on January 31, 2024.

OPINION OF SAFE YIELD AND RECOMMENDED DISCHARGE RATE

According to the DDW in UAC R309-110, the “desired design discharge rate” is the:

“…rate selected for the permanent pump installed in a public drinking water well
source. This pumping rate is selected by the water system owner or engineer and
can match or be the same rate utilized during the constant-rate pump test required
by R309-515 and R309-600 to determine delineated protection zones. For
consideration of the number of permanent residential connections or ERC's that a
well source can support (see Safe Yield) the Division will consider 2/3 of the test
pumping rate as the safe yield.”

Use of this “two thirds” rule is the first step in approximating the long -term yield of a
new well. The second step is to monitor the pumping rate, water level, and water quality
of the well on a long-term basis and, as appropriate, revise the pumping rate of the well.

The “firm” or “safe” yield is a groundwater resource concept originally employed to
designate the rate at which water can be withdrawn from an aquifer without depleting
the supply. Lohman (1972) redefined safe yield as the volume of groundwater that can
be withdrawn “…without getting into trouble.” “Trouble” can include:
• Excessively lowering the water level in the well;
• Adversely impacting water levels in or production from other wells or springs in
the area;
• Producing from the well at a rate so much larger than the recharge to the aquifer
such that water levels are permanently lowered and groundwater is mined from
or permanent physical damage is done to the aquifer;
• Producing sandy or turbid water; and/or
• Causing degradation in the quality of water produced from the well.

In our opinion the safe yield of the Blue Sky Replacement Well is 29 gpm, which is two-
thirds of the 44-gpm used for the 24-hour constant-rate test. We recommend the
following to avoid “trouble”:
• Equip the well with a pump capable of producing up to the tested rate of 44 gpm.
Pump testing indicates that the water level recovers (rises to the pre-pumping
Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
Page 14 of 15 March 2024

level) slowly after pumping ceases. The well should be equipped with a variable
frequency drive (VFD) to reduce the frequency that the pump would turn on and
off and to improve pumping efficiency.
• Set the intake for the permanent pump at a depth that is below the maximum
anticipated pumping level plus the required additional depth to accommodate the
net positive suction head (NPSH) characteristics of the selected pump at the
maximum anticipated pumping level. This level is about 720 to 730 feet.
• Pump the well to waste until the turbidity falls below 5 NTU when it is put in
service.
• Once the water produced from the well falls below 5 NTU, (1) measure and record
the water level, pumping rate, and total production on a regular basis, (2) observe
and record the cloudiness or turbidity of the produced water, and (3) measure
and record the conductivity of the produced water on a quarterly basis.
• Monitor the pumping rates and water levels and (1) do not exceed a pumping rate
of 44 gpm, (2) assess seasonal and long-term variation in water level and well
yield, (3) evaluate the long-term capacity of the well, (4) evaluate pumping
equipment behavior, (5) estimate the length of service time to schedule preventive
maintenance or repairs, and (6) comply with water right requirements.
• Monitor the turbidity of the water and adjust the pumping rate as necessary to
prevent the produced water from exceeding 5 NTU. Note that the well will likely
produce turbid water on start-up and then become clearer with pumping. The
degree and length of time when turbid water is produced will likely decrease with
time as the well is pumped and further development of the aquifer occurs. Pump
water to waste that exceeds 5 NTU.
• Monitor the conductivity of the water to (1) identify changes in water quality; (2)
assess the effect of long-term withdrawals on water quality; and (3) modify the
pumping rate, if necessary.
• Equip the well system with a pump-to-waste device that will allow flushing the
well at the start of the operating season and discharge turbid water, if any, at the
start of each pumping cycle.
• If there is an extended period of non-use, thoroughly flush the well at the
beginning of the new operating season. Monitor the well on an annual basis for
the presence of iron bacteria.

PLANS AND SPECIFICATIONS TO EQUIP AND CONNECT WELL

Plans and specifications to equip and connect the Blue Sky Replacement Well to the
Blue-Sky Ranch water system will be prepared by others and submitted to the DDW
under separate cover.
PLUGGING AND ABANDONMENT OF EXISTING WELL

Blue-Sky Ranch will plug and abandon the existing well once (1) the replacement well
is equipped with a permanent pump and connected to their water system and (2) they
receive an operating permit from the DDW to use the replacement well.

Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
Page 15 of 15 March 2024

REFERENCES CITED
Cooper, H.H., and Jacob, C.E., 1946), A Generalized Graphical Method for Evaluating
Formation Constants and Summarizing Well Field History: Transactions, American
Geophysical Union, vol. 27, p. 526-534.
Lohman, S.W., 1972, Ground-Water Hydraulics: U.S. Geological Survey Professional
Paper 708.
Loughlin Water Associates, LLC (Loughlin Water), 2023a, Technical Specifications, Drill,
Construct and Test, Proposed Blue Sky Replacement Well, Blue Sky Ranch, Public
Water System (PWS) #22143, Summit County, Utah: unpublished consultant report
prepared by Loughlin Water for Blue Sky Ranch, dated August 18, 2023.
Loughlin Water Associates, LLC (Loughlin Water), 2023b, Preliminary Evaluation Report
(PER), Proposed Blue Sky Replacement Well, Blue Sky Ranch, Public Water System
(PWS) #22143, Summit County, Utah: unpublished consultant report prepared by
Loughlin Water for Blue Sky Ranch, dated August 23, 2023.
Utah Department of Environmental Quality, Division of Drinking Water (DDW), 202 3,
Approval, Well Drilling Blue Sky Replacement Well (WS004), Blue Sky Ranch, PWS
#22143, File #13474: DDW letter Blue Sky Ranch and Resort, dated August 31,
2023.

Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

FIGURES

1 2
0
3 1 -Ground elevation approximately 6660 feet.
4
90 5 2 -Casing extends 1.5 feet above ground
6 surface and has a temporary well cap.
180 13 3 -Pitless adaptor seal interval is sealed
with unhydrated bentonite.
7
270 4 -20-inch diameter borehole (0 to 40 feet).
12 5 -16-inch diameter surface casing; 0.375-inch
360 8 wall thickness (0 to 40 feet).
14 6 -Certified neat cement grout well seal
450 around conductor casing (10 to 40 feet)
7 -14.75-inch diameter borehole (40 to 1505 feet)
540
8 -Nominal 8-inch diameter steel production casing; 0.250-inch
wall thickness (-1.5 to 561.5 ft, 620 to 660 ft, 700 to 940 ft,
630 1220 to 1260 ft, 1320 to 1330 ft)
9
720 9 -Roscoe Moss 8-inch diameter Ful Flo Shutter Screen
(0.70-inch slots) (560 to 620 ft, 660 to 700 ft, 940 to 1020 ft,
1060 to 1100 ft, 1120 to 1180 ft, 1200 to 1220 ft,
810 and 1260 to 1320 ft)
10 10 -Centralizers approximately every 40 feet
900
11 -1/4 x 1/8 gravel pack (302 to 1505 feet)
990 12 -Bentonite plug (291 to 302 feet).
13 -Certified neat cement grout well seal
1080 around production casing (10 to 291 feet)
11 14 -Static water level 380.40 on 12/6/2023
1170
15 - Blank 8-inch diameter steel sump casing
closed with bullnose
1260
15 Notes:
1350 Designed by William D. Loughlin, P.G.
1440
1500
DRAWING NOT TO SCALE
Te
r
t
i
a
r
y

O
l
d
e
r

C
o
n
g
l
o
m
e
r
a
t
e

(
T
o
c
)
Ke
l
v
i
n

F
o
r
m
a
t
i
o
n

(
K
k
)
Depth
(feet)Geologic Units Well Notes
Blue Sky Ranch
As-Built Well Diagram
Blue Sky Replacement Well
Figure 3
0
200
400
600
800
1000
1200
0 120 240 360
De
p
t
h

t
o

W
a
t
e
r

(
f
e
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t

b
e
l
o
w

g
r
o
u
n
d

s
u
r
f
a
c
e
)
t -Time Since Pumping Started (minutes)
STEP PUMPING TEST OF BLUE SKY RANCH REPLACEMENT WELL
JANUARY 10, 2024
Hand Measurement Data
WATER LEVEL VS. TIME
FIGURE 4
Pumping Rate Summary
Approximately 45 gpm -0 to 120 minutes
Approximately 55 gpm -120 to 240 minutes
Approximately 65 gpm -240 to 360 minutes
SWL = 397.91 feet
below Measuring Point
Pump Set at
726 feet
Welll Construction
45 GPM
55 GPM
65 GPM
Loughlin Water Associates, LLC
Loughlin Water Associates, LLC
0
200
400
600
800
1000
1200
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
De
p
t
h

t
o

W
a
t
e
r

(
f
e
e
t

b
e
l
o
w

g
r
o
u
n
d

s
u
r
f
a
c
e
)
t -Time Since Pumping Started (minutes)
PUMPING TEST OF BLUE SKY RANCH REPLACEMENT WELL
JANUARY 11 AND 12, 2024
Hand Measurement Data
WATER LEVEL VS. TIME
FIGURE 5
Pumping Rate Summary
Approximately 44 gpm -0 to 1440 minutes
SWL = 388.36 feet
below Measuring Point
Pump Set at
726 feet
Welll Construction
Loughlin Water Associates, LLC
0
50
100
150
200
1 10 100 1000
s
-
Dr
a
w
d
o
w
n

(
f
e
e
t
)
t -Time Since Pumping Started (minutes)
PUMPING TEST OF BLUE SKY RANCH REPLACEMENT WELL
JANUARY 11 AND 12, 2024
Hand Measurement Data
TRANSMISSIVITY ESTIMATION
DRAWDOWN VS. LOG-TIME
FIGURE 6
Transmissivity Estimation
Cooper and Jacob (1946)
T = (35.3 x Q) / ∆s
T = Transmissivity (square feet per day)
Q = Pumping Rate (44 gpm)
∆s = Slope of drawdown over 1 log cycle (40 feet)
T = 39 ft2/day
∆s = 40 feet
Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

APPENDIX A

UTAH DIVISION OF DRINKING WATER (DDW) PLAN APPROVAL

195 North 1950 West • Salt Lake City, UT
Mailing Address: P.O. Box 144830 • Salt Lake City, UT 84114-4830
Telephone [phone] • Fax [phone] • T.D.D. [phone]
www.deq.utah.gov
Printed on 100% recycled paper
State of Utah

SPENCER J. COX
Governor

DEIDRE HENDERSON
Lieutenant Governor

Department of
Environmental Quality

Kimberly D. Shelley
Executive Director

DIVISION OF DRINKING WATER
Tim Davis
Director
August 31, 2023

Brandon Mason
Blue Sky Ranch and Resort
2701 State Road 32
Wanship, Utah 84017

Subject: Plan Approval, Well Drilling, Blue Sky Ranch Well REPL-1 (WS004);
Blue Sky Ranch and Resort, System #22143, File #13474

Dear Brandon Mason:

The Division of Drinking Water (the Division) received the plans and specifications for drilling
the Blue Sky Ranch Well REPL-1 (WS004) from your consultant, Bill Loughlin, P.G. of
Loughlin Water on August 18, 2023. The Division concurred with the PER for the Blue Sky
Ranch Well REPL-1 (WS004) on August 28, 2023.

We understand that this project consists of drilling a replacement well for the Blue Sky Ranch
Well (WS001). The total depth for the new well is estimated to be 1,000 feet below ground
surface (BGS). A 20-inch diameter borehole will be drilled to 40 feet BGS and a 16-inch
diameter casing will be installed and sealed to 40 feet BGS. A 14.75-inch diameter borehole will
be drilled to 1,000 feet BGS with an 8-inch diameter production casing installed. The 14.75-inch
diameter borehole will be sealed from 10 feet BGS to approximately 360 feet BGS. The first 10
feet BGS will be sealed with unhydrated bentonite to allow for a pitless adaptor installation. A
step-rate test will be performed from 25 gallons per minute (gpm) to 100 gpm. A constant-rate
test will be performed after. The current Blue Sky Ranch Well (WS001) is equipped with a 40
gpm pump. The Blue Sky Ranch Well REPL-1 is identified as WS004 in the Division’s
database.

We have received the following information for the Blue Sky Ranch Well REPL-1 (WS004):

1. Plans and specifications for borehole and well drilling.
2. Preliminary Evaluation Report.
3. Valid Start Card from the Division of Water Rights
Brandon Mason
Page 2 of 3
August 31, 2023

We have completed our review of the plans and specifications, stamped, and signed by William
D. Loughlin, P.G., dated August 18, 2023, and found they basically comply with the applicable
portions of Utah’s Administrative Rules for Public Drinking Water Systems. On this basis, the
plans for drilling Blue Sky Ranch Well REPL-1 are hereby approved. This approval pertains
to well drilling, development, aquifer testing, and disinfection of the Blue Sky Ranch Well
REPL-1 only. Please be aware that discharge permits may be required by the Utah Division of
Water Quality for discharges generated during well drilling and aquifer drawdown testing.

The Utah Division of Water Rights (State Engineer’s Office) regulates the drilling of water
wells. Before the drilling of a well commences, the well driller must receive a start card
from the State Engineer’s Office. Please be aware that, for public drinking water supply wells,
in addition to the Division of Drinking Water’s R309-515 rule, the Division of Water Rights’
rule R655-4 also applies and shall be followed.

After drilling is completed, you are required to submit additional information outlined in R309-
515-6(5)(b) and (c) for review and obtain approval from the Director for equipping this well
and constructing discharge piping and infrastructure necessary for introducing the well
water into the distribution system. After obtaining the well-equipping approval, you’ll then be
required to obtain an Operating Permit before the Blue Sky Ranch Well REPL-1 may be put in
service. A checklist outlining the well approval process, including the items required for well
equipping and an Operating Permit, is enclosed for your information.

Please label the well water sample collected for new source chemical analysis with your water
system number UTAH22143 and WS004 (for both the facility ID and sample point ID) on all
laboratory forms for each individual source. This will ensure proper identification and entry of
the new source chemical analysis results in our database.

Approvals or permits from the local authority or county may be necessary before beginning
construction of this project. As the project proceeds, notice of any changes in the approved
design, as well as any change affecting the quantity or quality of the delivered water, must be
submitted to the Division. We may also conduct interim and final inspections of this project.
Please notify us when actual construction begins so that these inspections can be scheduled.

This approval must be renewed if construction has not begun or if substantial materials have not
been ordered within one year of the date of this letter.

Preliminary Evaluation Report Concurrence

From a drinking water source protection perspective, this source is classified as a “new ground-
water source” because it does not meet the definition of a replacement well as defined in Rule
R309-600-6(1)(y). As such, the Division received a Preliminary Evaluation Report (PER) for the
Blue Sky Ranch Well Repl-1 from your consultant, Bill Loughlin, P.G., on August 23, 2023. We
have completed our review of the PER, stamped, and signed by William D. Loughlin, P.G., dated
August 23, 2023, and find that the report basically complies with the applicable portions of
Brandon Mason
Page 3 of 3
August 31, 2023

Utah’s Administrative Rules for Public Drinking Water Systems. The Division concurs with
this report. This PER must be refined, and a complete Drinking Water Source Protection
(DWSP) plan submitted within one year of the date of this letter. Refer to R309-600-13(6)
and R309-600-7(1). You must submit proof that a map of the zones has been provided to Summit
County to be covered under their drinking water source protection ordinance before the well can
receive an Operating Permit. If you have questions about the source protection requirements,
please contact Deidre Beck at [phone] or via email at [e-mail].

If you have any questions regarding this approval, please contact Dani Zebelean, of this office, at
[phone], or me at [phone].

Sincerely,

Michael Newberry, P.E.
Engineering Manager

DZ/DLB/mrn/mdb

Enclosure — Well Approval Checklist

cc: Nathan Brooks, Summit County Health Department, [e-mail]
Bill Loughlin, Loughlin Water, [e-mail]
Connor Smith, Loughlin Water, [e-mail]
John Brown, Loughlin Water, [e-mail]
Mike Gardner, Blue Sky Ranch and Resort, [e-mail]
Brandon Mason, Blue Sky Ranch and Resort, [e-mail]
Deidre Beck, Division of Drinking Water, [e-mail]
Dani Zebelean, Division of Drinking Water, [e-mail]

DDW-2023-036963

DDW-Eng-009 Page 1 of 1 Last update 4/22/2015

Division of Drinking Water
Checklist for New Public Drinking Water Wells
(per Utah Administrative Code, Rule R309-515-6)

System Name: Blue Sky Ranch and Resort System Number: 22143

Well Name & Description: Blue Sky Ranch Well REPL-1 (WS004)

1. Approval to Drill the Well

☒ Project Notification Form (PNF)
☒ Preliminary Evaluation Report (PER) concurrence
☒ Well drilling specifications and plans
☒ Valid Start Card or authorization to drill letter from the Division of Water Rights

2. Approval to Equip the Well

☐ PNF (if the well drilling and well equipping are designed by different consultants)
☐ Well location data
☐ Certification of well seal
☐ Well driller’s report (well log)
☐ Aquifer drawdown test results (step drawdown test & constant-rate test) for well yield
determination
☐ Chemical analyses of the well water
☐ Plans and specifications for equipping the well
☐ Pump information (e.g., pump specifications, pump curve & operating point,
motor information, etc.)
☐ Well head discharge piping
☐ Well house design

3. Operating Permit to Introduce the Well Water

☐ Documentation of valid water right(s)
☐ Recorded land use agreements, or documentation that the requirements for coverage
under the City/County source protection ordinance have been met
☐ Design engineer’s certification of conformance with plan approval conditions
☐ Design engineer’s certification of rule conformance for any deviation from approved
plans
☐ As-built or record drawings
☐ Evidence of O&M manual delivery to system owner
☐ Satisfactory bacteriological results as evidence of proper flushing and disinfection

Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

APPENDIX B

UTAH DIVISION OF WATER RIGHTS (DWRi)
REPLACEMENT WELL APPROVAL AND START CARD

State of Utah
DEPARTMENT OF NATURAL RESOURCES
Division of Water Rights
SPENCER J. COX JOEL FERRY TERESA WILHELMSEN
Governor Executive Director State Engineer/Division Director
DEIDRE M. HENDERSON
Lieutenant Governor
August 17, 2023
Blue Sky Corporate Ranch LLC
c/o: Mike Gardner
2071 S State Rd 32
Wanship, UT 84017
Dear Applicant:RE: EXCHANGE E5778(35-13385)
EXPIRATION DATE: February 17, 2024
Your application to replace an existing well evidenced by E5778(35-13385) is hereby APPROVED. You
currently have a right to divert water from the well to be replaced, which is located at a point:
North 1255 feet, East 1135 feet from the W4 Cor, Sec 24, Town 1N , Range 4E, SLB&M.
The drilling of a new well for the purpose of securing a normal water supply must be completed by a currently
licensed Utah water well driller and must be accomplished with respect to the following conditions:
1)The replacement well must be drilled within a 150 foot radius of the existing well at the
location described in the replacement application, which is:
North 1335 feet, East 1015 feet from the W4 Cor, Sec 24, Town 1N , Range 4E, SLB&M.
2)No more water can be diverted and beneficially used from the new well than has been previously
allowed under valid water rights referencing the old well.
3)You MUST have the licensed driller permanently abandon (seal from bottom to top) the well
being replaced (as per State of Utah Administrative Code, R655-4-14) before the drill rig is
removed from the site.
4)The new well MUST be constructed in compliance with the construction standards described in the
Administrative Rules for Water Well Drillers.
Enclosed you will find two postage-paid forms. One is the Driller (START) Card form, which you must give to
the licensed driller with whom you contract to drill the new well. The other is the Applicant Card form. It is
YOUR RESPONSIBILITY to sign and return this form to this office immediately upon well completion. Your
submittal of the APPLICANT Card form will be notice to our office that the work has been completed
and will begin the 30-day period in which the driller is to submit a report as required herein. The driller
cannot legally commence drilling the new well until you provide him with the Driller (START) Card form,
which will then be submitted to our office for verification. You should thoroughly review this letter with the
driller so that the instructions and conditions mentioned are understood by all parties.
Sincerely,
Gary Brimley, P.E., Regional Engineer - Weber
1594 West North Temple, Suite 220, PO Box 146300, Salt Lake City, UT 84114-6300
telephone [phone] - facsimile [phone] - www.waterrights.utah.gov
SCANNED
DRILLER (START) CARD for Exchange Application: E5778(35-13385)
IMPORTANT: THIS CARD MUST BE RECEIVED BY THE DIVISION OF WATER RIGHTS PRIOR TO THE BEGINNING OF WELL
CONSTRUCTION -- REQUIRED FOR WELLS DEEPER THAN 30 PROOF DUE/EXPIRATION DATE: February 17, 2024
START CARDS CAN BE SUBMITTED ONLINE WITH THE WATER RIGHT NUMBER OR NON-PRODUCTION WELL NUMBER AND THE PIN.
ONLINE SUBMISSION WATER RIGHT: E5778 ONLINE SUBMISSION PIN: 546106
ONLINE SUBMISSION URL: http://waterrights.utah.gov/welldrilling/startcardOnline.asp
OWNER/APPLICANT: _____________________________________________________________________________ Blue Sky Corporate Ranch LLC
MAILING ADDRESS: ______________________________________________________________________________ c/o: Mike Gardner, 2071 S State Rd 32 Wanship, UT 84017
PHONE NUMBER: ________________________________________________________________________________ --
WELL LOCATION: ________________________________________________________________________________ N 1335' E 1015' from W4 Cor, S24, T 1N , R 4E, SLB&M
WELL UTM COORDINATES: ________________________________________________________________________ Easting: 462076 Northing: 4517659
WELL ACTIVITY: NEW( ) REPLACE(X) REPAIR( ) DEEPEN( )
PROPOSED START DATE: _________________________________________________________________________
PROJECTED COMPLETION DATE: __________________________________________________________________
LICENSE #: __________LICENSEE/COMPANY: ________________________________________________________
________________________________________________ ______________________________________
Licensee Signature Date
NOTICE TO APPLICANT: THIS CARD IS TO BE GIVEN TO A UTAH-LICENSED WATER WELL DRILLER FOR SUBMITTAL TO THE
DIVISION OF WATER RIGHTS PRIOR TO WELL CONSTRUCTION.
STATE OF UTAH DIVISION OF WATER RIGHTS Phone No. 801-538-7416 - FAX No. 801-538-7467
COMMENTS: ____________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
START CARDS MAY ALSO SUBMITTED BY PHONE*, FAX, OR EMAIL.
PHONE: [phone] - FAX: [phone] - EMAIL: [e-mail]
*IF THE START CARD IS PHONED IN, THEN THE COMPLETED AND SIGNED START CARD
MUST BE RETURNED TO THE DIVISION OF WATER RIGHTS BY FAX. EMAIL, OR MAIL.
*** FOR OFFICE USE ONLY ***
WIN: WELL LOG SENT:
APPLICANT CARD for Exchange Application: E5778(35-13385)
IMPORTANT: THIS CARD MUST BE COMPLETED, SIGNED AND RETURNED BY THE WELL OWNER/APPLICANT AS SOON AS THE WELL IS
DRILLED BY A LICENSED UTAH WELL DRILLER. PROOF DUE/EXPIRATION DATE: February 17, 2024
OWNER/APPLICANT: _____________________________________________________________________________ Blue Sky Corporate Ranch LLC
MAILING ADDRESS: ______________________________________________________________________________ c/o: Mike Gardner, 2071 S State Rd 32 Wanship, UT 84017
PHONE NUMBER: ________________________________________________________________________________ --
WELL LOCATION: ________________________________________________________________________________ N 1335' E 1015' from W4 Cor, S24, T 1N , R 4E, SLB&M
WELL UTM COORDINATES: ________________________________________________________________________ Easting: 462076 Northing: 4517659
WELL ACTIVITY: NEW( ) REPLACE(X) REPAIR( ) DEEPEN( )
WELL COMPLETION DATE: ________________________________________________________________________
NAME OF DRILLING COMPANY/LICENSEE: __________________________________________________________
________________________________________________ ______________________________________
Owner/Applicant Signature Date
NOTICE TO APPLICANT: COMPLETE AND RETURN THIS PORTION UPON FINAL WELL COMPLETION.
DO NOT GIVE THIS CARD TO LICENSED WELL DRILLER. - YOU MUST RETURN IT.
STATE OF UTAH DIVISION OF WATER RIGHTS Phone No. 801-538-7416 - FAX No. 801-538-7467
COMMENTS: ____________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
________________________________________________________________________________________________
START/APPLICANT CARD INSTRUCTIONS:First, for each well, you must give a Driller (Start) Card to
licensed driller with whom you contract to construct your well. Second, it is your responsibility to sign and return this
Applicant Card to this office immediately after completion of the well.
CAUTION: There may be local health requirements for the actual siting of your well. Please check with the
proper local authority before construction begins. See enclosed sheet addressing construction information.
*** FOR OFFICE USE ONLY ***
WIN: PROCESS DATE:
Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

APPENDIX C

WELL DRILLER’S REPORT AND LITHOLOGIC LOG

John Brown Loughlin Water Assoc. 801-580-4530
Drill 9/19/23 Pump 12/2/23 Drill 11/16/23 Pump 1/24/24
0 40
Public System Water Well
140 North
22
14.75
14.75
Conventional Mud Rotary
Conventional Mud Rotary
Water and Bentonite
Water, Bentonite, Polymer, Detergent
Water, Bentonite, Polymer, Detergent
3 W
Flooded Reverse Circulation
40 160
160 1505
1/24/2024 389 x
Static Sounder Tape N/A
Below Ground Surface 6670 FT
3 54 x
0 5
5
20
30
35
40
55
65
70
20
30
35
40
55
65
70
90
White/TanQuartzite Broken up
Red/BrownSandstone
Quartz/Sand St Large Cutting with some siltL. Brown
Quartzite Brown/White Boulders/Cobbles
Quartzite Tan
x Silty Clay Reddishx
xx
Sandstone Red/Brown
Sand St/Quartz Brown/Gray
Brown/WhiteQuartz/San ST
0 40
+2 560
620 660
700 940
Steel Conductor Casing
Steel Casing
Steel Casing
Steel Casing
.375
.250
.250
.250
8
8
8
8
560 620
660 700
940 1020
.070
.070
.070
8
8
8
Roscoe Moss
Ful-Flo
Steel
Bottom Cap
8" Flange with Bolted On Blind Flange x
Butt weld with beveled ends No
x 291 x
Tremmie Pipe and Grout pump
x N/A N/A
0
7
0
8
291
302
7
40
8
291
302
1505
3/8" Benonite Chips (Around Conductor Casing
Neat Cement Grout (Around Conductor Casing)
3/8" Bentonite Chips (Around Production Casing
Neat Cement Grout (Around Production Casing
15.1-15.6 LBS/Gal
15.1-15.6 Lbs/Gal
8.84 cu.ft
248 cu. ft
5 cu. ft
960 cu.ft 32 Super Sacks
3/8" Bentonite Chips(Around Production Casing)
SRI Supreme 1/4" X 1/8" Gravel Pack
10/26-11/15
2023 Airlift and Surge 15-119 x
x
1/10-12/24 Step Test& Constant Rate Test x45-55-65 30 Hrs
12/6/23-
1/9/24 Pump and Surge Development x 385 Hrs 30 Min40-45
253
199
2/9/2024
John Brown, Loughlin Water Assoc. [phone]
See Attached Sheet
x
1020
1100
1180
1220
1320
1060
1120
1200
1260
1330
Steel Casing
Steel Casing
Steel Casing
Steel Casing
Steel Casing
.250
.250
.250
.250
.250
8
8
8
8
8
1060
1120
1200
1260
1100
1180
1220
1320
.070
.070
.070
.070
Ful-Flo
Ful-Flo
Ful-Flo
Ful-Flo
Louvered
Louvered
Louvered
Louvered
2/9/2024
Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

APPENDIX D

GEOPHYSICAL LOGS

Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

APPENDIX E

GROUT SEAL CERTIFICATION

December 22, 2023

Blue Sky Corporate Ranch, LLC
Attn: Mr. Brandon Mason
2750 Rasmussen Rd, Suite 202
Park City, Utah 84098

Subject: Well Seal Certification for the
Blue Sky Ranch Replacement Well (WS-004)
Public Water System (PWS) #22143, File #13474, WIN 448158
Summit County, Utah

Dear Mr. Mason:

On September 20, 2023, and on November 1, 2023, I witnessed the sealing procedures
for the well referenced above as authorized by R309-515-6(5)(b). This letter is to certify
that the well sealing procedure met the requirements of Utah Administrative Code
(UAC), Rule R309-515-6(6)(i), Well Sealing Techniques and Requirements, and Rule
R655-4-11.4, Surface Seals and Interval Seals.

Table 1 summarizes background information on the Blue Sky Ranch Replacement Well.

TABLE 1
WELL BACKGROUND

Well Name: Blue Sky Ranch Well REPL-1 (WS004)
Water Right Number: E5778(35-13385)
Well Owner: Blue Sky Corporate Ranch LLC
Well Type: Public Water System (PWS) Well
Public Water System (PWS) Name: Blue Sky Corporate Ranch
PWS Number: 22143
Water Source ID: WS004
DDW File Number: 13474
Consultant: Loughlin Water Associates, LLC

Table 2 summarizes, and Figure 1 shows the location of the Blue Sky Ranch
Replacement Well.
Well Seal Certification for the Blue Sky Ranch Replacement Well WIN 448158
PWS No. 22143

Loughlin Water Associates, LLC Page 2 of 6 December 22, 2023
Ltr23-71-BSkyRanch-RepWell GroutSealCert

TABLE 2
WELL LOCATION INFORMATION

County: Summit County
Nearest Town: Wanship, Utah
Location Listed on Start
Card:
North 1335 feet, East 1015 feet from the West Quarter Corner of Section
24, Township 1 North, Range 4 East, Salt Lake Base and Meridian
(SLB&M);

UTM (NAD 83)
Northing: 4517659, Easting: 462076
Local Health Department: Summit County Health Department
Street Address: 27649 Old Lincoln Hwy, Wanship, UT 84017
Latitude/Longitude: The well is located at approximately:
40.80908, -111.44969
Method Used to
Determine
Latitude/Longitude:
Utah Division of Water Rights
Datum: NAD83
Well Head Elevation: Approximately 6663 feet
Method Used to
Determine Elevation:
Utah Division of Water Rights
NA means not applicable.

Table 3 summarizes the well driller information.

TABLE 3
WELL DRILLER INFORMATION

Name of Licensed Well
Driller:
Brian Nordgren
License Number: 956
Company
Representative's Name:
Scott Belliston
Company Name: Boart Longyear
Mailing Address: 2455 South 3600 West
West Valley City, UT 84119
Phone Number: [phone]
Responsible
Driller/Operator Onsite
During Well Sealing:
Scott Belliston (OR1012)
Kieron Limby (OR1008)
Juan Perez
Emerson Tunigold

Well Seal Certification for the Blue Sky Ranch Replacement Well WIN 448158
PWS No. 22143

Loughlin Water Associates, LLC Page 3 of 6 December 22, 2023
Ltr23-71-BSkyRanch-RepWell GroutSealCert
Table 4 summarizes, and Figure 2 shows the as-built construction for the Blue Sky
Ranch Replacement Well.

TABLE 4
WELL CONSTRUCTION INFORMATION

Well Drilling Method: Depth Interval Well Drilling Method
0 – 40 feet: Conventional mud drilling
40 - 1498 Flooded reverse circulation
Borehole Diameter: Depth Interval Borehole Diameter
0 – 40 feet: 20 inches
40 – 1498 feet: 14.75 inches
Blank Casing: Depth Interval Blank Casing
+0.5 – 40 feet: 16-inch diameter steel surface casing (0.375-inch
wall thickness) grouted in boring
+1.5 – 560 feet: Nominal 8-inch diameter low carbon steel production
well casing (0.375-inch wall thickness)
620 - 660 feet: Nominal 8-inch diameter low carbon steel production
well casing (0.375-inch wall thickness)
700 – 940 feet: Nominal 8-inch diameter low carbon steel production
well casing (0.375-inch wall thickness)
1020 – 1060 feet: Nominal 8-inch diameter low carbon steel production
well casing (0.375-inch wall thickness)
1100 – 1120 feet: Nominal 8-inch diameter low carbon steel production
well casing (0.375-inch wall thickness)
1180 – 1200 feet: Nominal 8-inch diameter low carbon steel production
well casing (0.375-inch wall thickness)
1220 – 1260 feet: Nominal 8-inch diameter low carbon steel production
well casing (0.375-inch wall thickness)
1320 – 1330 feet: Nominal 8-inch diameter low carbon steel well casing
sump with bullnose (0.375-inch wall thickness)
Well Screen: Depth Interval Well Screen
560 - 620 feet: 8-inch diameter Ful-Flo louvered screen, 0.70-inch
louvers
660 - 700 feet: 8-inch diameter Ful-Flo louvered screen, 0.70-inch
louvers
940 - 1020 feet: 8-inch diameter Ful-Flo louvered screen, 0.70-inch
louvers
1060 - 1100 feet: 8-inch diameter Ful-Flo louvered screen, 0.70-inch
louvers
1120 - 1180 feet: 8-inch diameter Ful-Flo louvered screen, 0.70-inch
louvers
1200 - 1220 feet: 8-inch diameter Ful-Flo louvered screen, 0.70-inch
louvers
1260 - 1320 feet: 8-inch diameter Ful-Flo louvered screen, 0.70-inch
louvers
Well Seal Certification for the Blue Sky Ranch Replacement Well WIN 448158
PWS No. 22143

Loughlin Water Associates, LLC Page 4 of 6 December 22, 2023
Ltr23-71-BSkyRanch-RepWell GroutSealCert
Annulus Size: Depth Interval Annulus Size
0 – 40 feet: 2 inches (between the 20-inch borehole wall and 16-
inch diameter well casing placed in boring)
40 – 1498 feet:

3.5 inches (between the nominal 8-inch diameter
casing and 14.75-inch diameter boring)
Gravel Pack: Depth Interval Gravel Pack
302 - 1498 1/8 x ¼ DMI (Diversified Minerals Inc.)
Well Seals: Depth Interval Seal Material
291 – 302 feet:
0 - 291 feet:

0 - 40 feet:
Bentonite pellet seal
Neat cement grout between 14.75-inch borehole and
8-inch diameter casing and inside 16-inch diameter
surface casing
Neat-cement grout (around 16-inch diameter casing)
inside 20-inch boring
Pitless Adapter: A pitless adapter will be installed on the well.

Table 5a and 5b summarize and describe the well sealing process of the surface casing
and the production casing that were witnessed on September 20 and November 1, 2023,
respectively.

TABLE 5a
WELL SURFACE CASING SEALING DESCRIPTION

Description
of Well
Sealing
Process:
On September 20, 2023, I witnessed the sealing of a 16-inch diameter surface casing
for the Blue Sky Ranch Replacement Well from a depth of 40 feet up ground surface
with neat cement grout that was mixed on-site by Boart Longyear (Boart). The cement
grout was installed into the annular space of the well via a 1-1/2 inch diameter tremie
pipe initially set to 35 feet below grade. Boart mixed and pumped the cement grout into
the tremie pipe with a grout pump. A total of approximately 39 cubic feet (1.4 cubic yards)
of neat cement grout was mixed on-site and pumped into the annular space between the
20-inch boring and the 16-inch surface casing.
Grout
Material:
Neat cement grout as prepared on site.
Grout
Volume:
The theoretical volume of the annular space from grade to a depth of 40 feet between
the 16-inch diameter surface casing and the 20-inch diameter borehole is about 31.5
cubic feet (1.16) cubic yards. Approximately 39 cubic feet (1.4 cubic yards) of neat
cement grout was installed from 2 batches in the annular space of the well between a
depth of 40 feet and grade, which was approximately 1.2 times the theoretical volume.
The discrepancy between the theoretical and actual volumes installed is due to washouts
and porous formation in the 20-inch diameter boring between 40 feet and the ground
surface.
Grout
Density:
The grout density was measured to be 15.7 and 15.5 pounds per gallon (lbs/gal) for the
first and second batch, respectively prior to installation in the borehole. Grout density
was measured in 2 batches.
Method of
Placement:
Tremie pipe and grout pump.
Depth from
Surface:
This certified well seal extends from 0 feet to a depth of 40 feet.
Well Seal Certification for the Blue Sky Ranch Replacement Well WIN 448158
PWS No. 22143

Loughlin Water Associates, LLC Page 5 of 6 December 22, 2023
Ltr23-71-BSkyRanch-RepWell GroutSealCert
Did Grout
Come to the
Surface?
The grout was installed to ground surface. Hole plug bentonite added at surface after
settlement.
Length of
Tremie Pipe:
The bottom of the tremie pipe was initially set at a depth of 35 feet and remained at
that depth throughout the grout pumping episodes.

TABLE 5b
WELL PRODUCTION CASING SEALING DESCRIPTION

Description
of Well
Sealing
Process:
On November 1, 2023, I witnessed the sealing of a 8-inch diameter well production
casing for the Blue Sky Ranch Replacement Well from a depth of 291 feet up to 10 feet
below ground surface with neat cement grout that was mixed on-site by Boart Equipment
LLC (Boart). Boart mixed and pumped the cement grout into the tremie pipe with a grout
pump. The cement grout was installed into the annular space of the well via a 1-1/2-inch
diameter tremie pipe initially set to 260 feet below grade. A total of approximately 213
cubic feet (7.9 cubic yards) of neat cement grout was mixed on-site and pumped into the
annular space from ground surface to 10 feet between the 14.75-inch boring and the 16-
inch surface casing and the 8-inch diameter production casing. Bentonite was added
(4.7 cubic feet) to fill the annular space from 10 feet to ground surface.
Grout
Material:
Neat cement grout as prepared on site and 3/8-inch Hole Plug bentonite.
Grout
Volume:
The theoretical volume of the annular space from grade to a depth of 40 feet (between
the 16-inch diameter surface casing and the 8-inch diameter production casing is about
40 cubic feet (1.5 cubic yards). The theoretical volume of the annular space from 40 feet
to a depth of 291 feet (between the 14.75-inch diameter boring and the 8-inch diameter
production casing) is about 199 cubic feet (7.4 cubic yards). Total combined theoretical
volume of neat cement grout is about 239 cubic feet.

Approximately 213 cubic feet (7.9 cubic yards) of neat cement grout was installed from
7 batches in the annular space of the well between a depth of 291 feet and 10 feet below
ground surface, which was approximately 0.89 times the theoretical volume. The
reduced volume is attributed to swelling of the claystone beds sealed behind the cement.
Grout
Density:
The grout density was measured to be between 15.3 to 16.1 pounds per gallon
(lbs/gal) prior to installation in the borehole. Grout density was measured for 7 total
batches (6 supersacks and 18 94# bags cement).
Method of
Placement:
Tremie pipe and grout pump.
Depth from
Surface:
This certified well seal extends from 0 feet to a depth of 291 feet.
Did Grout
Come to the
Surface?
The cement grout came to 10 feet below the ground surface. An additional 350 pounds
of Hole Plug brought seal to surface.
Length of
Tremie Pipe:
The cement grout was installed into the annular space of the well via a 1-1/2-inch
diameter tremie pipe initially set to 260 feet below grade for the initial 3 cement batches.
The tremie pipe was shortened to 160 feet after pumping the first 96 cubic feet, to 80
feet after 192 cubic feet, and to 40 feet prior to installing the final supersack of cement.
This well seal certification is not a Plan Approval to construct a public drinking
water well or an Operating Permit to use the well as a public drinking water source.
Such approval may only be granted by the Director of the Division of Drinking Water. A
copy of this letter has been sent to the Director of the Division of Drinking Water.
Well Seal Certification for the Blue Sky Ranch Replacement Well WIN 448158
PWS No. 22143
Loughlin Water Associates, LLC
Ltr23-71-BSkyRanch-RepWell GroutSealCert
FIGURES

Blue Sky Ranch Replacement Well
Blue Sky Ranch
Blue Sky Replacement Well
Location Map
Figure 1
1 2
0
3 1 -Ground elevation approximately 6660 feet.
4
90 5 2 -Casing extends 1.5 feet above ground
6 surface and has a temporary well cap.
180 13 3 -Pitless adaptor seal interval is sealed
with unhydrated bentonite.
7
270 4 -20-inch diameter borehole (0 to 40 feet).
12 5 -16-inch diameter surface casing; 0.375-inch
360 8 wall thickness (0 to 40 feet).
14 6 -Certified neat cement grout well seal
450 around conductor casing (10 to 40 feet)
7 -14.75-inch diameter borehole (40 to 1505 feet)
540
8 -Nominal 8-inch diameter steel production casing; 0.250-inch
wall thickness (-1.5 to 561.5 ft, 620 to 660 ft, 700 to 940 ft,
630 1020 to 1060 ft, 1100 to 1120 ft, 1180 to 1200 ft,
1220 to 1260 ft, 1320 to 1330 ft)
9
720 9 -Roscoe Moss 8-inch diameter Ful Flo Shutter Screen
(0.70-inch slots) (560 to 620 ft, 660 to 700 ft, 940 to 1020 ft,
1060 to 1100 ft, 1120 to 1180 ft, 1200 to 1220 ft,
810 and 1260 to 1320 ft)
10 10 -Centralizers approximately every 40 feet
900
11 -1/4 x 1/8 gravel pack (302 to 1505 feet)
990 12 -Bentonite plug (291 to 302 feet).
13 -Certified neat cement grout well seal
1080 around production casing (10 to 291 feet)
11 14 -Static water level 380.40 on 12/6/2023
1170
15 - Blank 8-inch diameter steel sump casing
closed with bullnose
1260
15 Notes:
1350 Designed by William D. Loughlin, P.G.
1440
1500
DRAWING NOT TO SCALE
Te
r
t
i
a
r
y

O
l
d
e
r

C
o
n
g
l
o
m
e
r
a
t
e

(
T
o
c
)
Ke
l
v
i
n

F
o
r
m
a
t
i
o
n

(
K
k
)
Depth
(feet)Geologic Units Well Notes
Blue Sky Ranch
As-Built Well Diagram
Blue Sky Replacement Well
Figure 2
Well Seal Certification for the Blue Sky Ranch Replacement Well WIN 448158
PWS No. 22143
Loughlin Water Associates, LLC
Ltr23-71-BSkyRanch-RepWell GroutSealCert
ATTACHMENT

State of Utah

GARY R. HERBERT
Governor

SPENCER J. COX
Lieutenant Governor
Department of
Environmental Quality

Alan Matheson
Executive Director

DIVISION OF DRINKING WATER
Marie E. Owens, P.E.
Director

March 11, 2019

John S. Brown, P.G.
Loughlin Water Associates, LLC
3100 W. Pinebrook Road, Suite 1100
Park City, UT 84098

Subject: Well Seal Witness Authorization

Dear Mr. Brown:

On April 10, 2017, the Division of Drinking Water (the Division) received your request that the
Director authorize you to witness the well sealing procedures for public drinking water wells and
issue well seal certificates per Utah Administrative Code R309-515-6(5)(b). Evidence of passing
the water well drilling rules exam was received on February 21, 2019.

The Division’s Well Seal Witness Authorization Review Committee reviewed your application
based on the below criteria:

1. At least 5 years professional experience designing wells, supervising well drilling or other
equivalent experience associated with well drilling or well sealing that are acceptable to
the Director [R309-515-6(5)(b)(ii)(A)].
2. Evidence of licensure as a professional engineer or professional geologist in Utah [R309-
515-6(5)(b)(ii)(B)(II)].
3. No familial, former long term employee, business partnerships, etc. with a well driller
[R309-515-6(5)(b)(ii)(B)(III)].
4. Acknowledgement that the applicant would not be acting as an agent or employee of the
State of Utah and that any losses incurred while acting as a witness would not be covered
by governmental immunity or Utah’s insurance [R309-515-6(5)(b)(ii)(B)(IV)].
5. Willingness to attend training events as required by the Director [R309-515-
6(5)(b)(ii)(B)(V)].
6. Complete, with a minimum of 75% passing grade, an examination on water well drilling
rules as offered by the Division of Water Rights [R309-515-6(5)(b)(ii)(B)(V)].

The Well Seal Witness Authorization Review Committee determined that you have met all of the
above criteria. On this basis you are hereby authorized to witness the public drinking water

195 North 1950 West • Salt Lake City, UT
Mailing Address: P.O. Box 144830 • Salt Lake City, UT 84114-4830
Telephone [phone] • Fax [phone] • T.D.D. [phone]
www.deq.utah.gov
Printed on 100% recycled paper
John S. Brown, P.G.
Page 2 of 2
March 11, 2019

well sealing procedure and to issue well seal certificates. This authorization is contingent upon
your continuous fulfillment of the conditions for obtaining authorization per R309-515-6(5)(b)(ii).

Please include all of the following information, as a minimum, in each well seal certificate per
R309-515-6(5)(b)(iii), and send a copy of the well seal certificate to the Division.

(A) Certification that the well sealing procedure met all the requirements of Rule R309-515-
6(6)(i);
(B) The water right under which the well was drilled and the well driller's license number;
(C) The public water system name (if applicable);
(D) The latitude and longitude of the well and method used for its determination;
(E) The well head's approximate elevation;
(F) Casing diameter(s), length(s), and material(s);
(G) The size of the annulus between the borehole and casing;
(H) A description of the sealing process including the sealing material used, its volume,
density, method of placement, and depth from surface; and
(I) The names and company affiliations of other individuals observing the sealing procedure
including, but not limited to the well driller, the well owner, and/or a consultant.

Thank you for your interest in being a part of this program, and congratulations on becoming an
authorized well grout inspector.

Sincerely,
Marie Owens, P.E.
Director

NL/LL/ hs

cc: John S. Brown, Loughlin Water, [e-mail]
DEQ District Engineers
Deidre Beck, Division of Drinking Water, [e-mail]
Nathan Lunstad, Division of Drinking Water, [e-mail]
Jim Goddard, Division of Water Rights, [e-mail]

DDW-2018-017024
Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

APPENDIX F

PERFORMANCE CURVE FOR TEST PUMP

Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

APPENDIX G

PUMPING TEST DATA

Sample Date/Time pH Conductivity
(µS/cm)
Sample
Temperature
(°F)
Turbidity
(NTU)Comments
10/27/23 3:12 PM 7.97 618 60.4 >1000 Drill rig airlift development with swab
10/27/23 3:30 PM 7.74 687 57.6 1000 Drill rig airlift development with swab
10/26/23 3:40 PM 8.16 676 55.3 >1000 Drill rig airlift development with swab
10/28/23 4:15 PM 7.06 598 54.7 >1000 Drill rig airlift development with swab
11/6/2023 7.90 603 64.6 64.5 Drill rig airlift development with swab
11/6/2023 7.92 598 63.5 66.6 Drill rig airlift development with swab
11/6/2023 7.97 611 65.7 103 Drill rig airlift development with swab
11/6/2023 8.02 619 64.9 87 Drill rig airlift development with swab
11/6/2023 8.09 641 64.9 44.0 Drill rig airlift development with swab
11/7/2023 7.94 616 57.9 76.5 Drill rig airlift development with swab
11/8/23 11:06 AM 8.04 584 55.9 277 Drill rig airlift development with swab
11/8/23 2:02 PM 8.01 595 57.6 206 Drill rig airlift development with swab
11/9/23 2:12 PM 7.91 585 58.3 580 Drill rig airlift development with swab
11/10/23 12:10 PM 7.87 586 53.6 207 Drill rig airlift development with swab
11/10/23 12:00 AM 7.98 592 58.3 >1000 Drill rig airlift development with swab
11/11/23 4:03 PM 7.70 571 57.4 383 Drill rig airlift development with swab
11/11/23 4:07 PM 7.90 578 61.3 389 Drill rig airlift development with swab
11/11/23 4:16 PM 8.03 595 62.1 327 Drill rig airlift development with swab
11/14/23 8:45 AM 7.22 603 55.9 441 Drill rig airlift development with swab
11/14/23 2:40 PM 8.10 577 60.8 1000 Drill rig airlift development with swab
11/15/23 12:00 AM ----32.0 --Drill rig airlift development with swab
11/15/23 12:00 AM 8.14 589 65.3 355 Drill rig airlift development with swab
11/15/23 12:00 AM 8.21 572 59.7 508 Drill rig airlift development with swab
12/6/23 10:30 AM 7.47 603 59.7 273 Pumping development
12/6/23 11:30 AM 7.48 531 61.0 266 Pumping development
12/6/23 12:30 PM 7.38 535 59.8 246 Pumping development
12/6/23 1:30 PM 7.47 549 59.6 239 Pumping development
12/6/23 2:00 PM 7.49 548 61.5 208 Pumping development
12/6/23 2:30 PM 7.59 543 58.3 212 Pumping development
12/6/23 3:40 PM 7.68 535 56.8 81.1 Pumping development
12/6/23 4:10 PM ------108 Pumping development
12/7/23 11:00 AM ------83.8 Pumping development
12/7/23 12:00 PM ------86.4 Pumping development
12/7/23 1:00 PM ------70.9 Pumping development
12/7/23 2:00 PM ------64.3 Pumping development
12/7/23 2:30 PM ------42.4 Pumping development
12/7/23 3:15 PM ------61.2 Pumping development
12/7/23 4:30 PM ------101 Pumping development
12/7/23 5:30 PM ------85 Pumping development
12/8/23 6:45 AM ------276 Pumping development
12/8/23 8:30 AM ------152 Pumping development
12/8/23 10:00 AM ------118 Pumping development
12/8/23 12:00 PM 7.08 518 52.3 126 Pumping development
12/8/23 5:00 PM 7.25 463 58.2 192 Pumping development
12/8/23 6:30 PM 7.67 536 56.9 151 Pumping development
12/8/23 9:15 PM 7.70 557 50.9 208 Pumping development
12/8/23 10:45 PM 7.60 563 46.8 126 Pumping development
12/9/23 1:00 AM 7.89 554 47.6 232 Pumping development
12/9/23 3:40 AM 7.90 534 58.2 236 Pumping development
12/9/23 9:00 AM 7.83 548 58.0 150 Pumping development
12/9/23 11:50 AM 7.84 562 46.9 352 Pumping development
12/9/23 6:45 PM 7.62 570 44.0 314 Pumping development
12/9/23 8:30 PM 7.71 557 51.6 521 Pumping development
12/10/23 4:30 AM 7.69 552 52.8 865 Pumping development
Appendix G
Field Measurements of Water Quality Parameters - Blue Sky Replacement Well
Loughlin Water Associates, LLC Page 1 of 4
Sample Date/Time pH Conductivity
(µS/cm)
Sample
Temperature
(°F)
Turbidity
(NTU)Comments
Appendix G
Field Measurements of Water Quality Parameters - Blue Sky Replacement Well
12/10/23 7:18 AM 7.68 564 49.8 718 Pumping development
12/10/23 10:05 AM 7.57 564 48.5 828 Pumping development
12/10/23 1:15 PM 7.44 558 56.9 161 Pumping development
12/10/23 1:51 PM 7.49 562 57.1 111 Pumping development
12/10/23 9:30 PM 7.58 542 79.2 735 Pumping development
12/11/23 1:00 AM 7.69 538 76.4 397 Pumping development
12/11/23 3:55 AM 7.88 536 79.0 254 Pumping development
12/11/23 5:27 AM 7.59 537 86.3 245 Pumping development
12/11/23 8:50 AM 7.75 535 76.4 193 Pumping development
12/11/23 1:00 PM 7.34 535 85.5 173 Pumping development
12/11/23 2:45 PM 7.58 539 65.3 63.2 Pumping development
12/12/23 12:50 AM 7.76 526 70.3 145 Pumping development
12/12/23 10:46 AM 7.70 548 54.5 111 Pumping development
12/12/23 2:48 PM 7.85 545 87.3 163 Pumping development
12/12/23 7:20 PM 7.88 549 81.7 117 Pumping development
12/13/23 12:00 AM 8.04 542 84.9 138 Pumping development
12/13/23 4:25 AM 7.98 531 79.8 361 Pumping development
12/13/23 9:03 AM 8.20 544 59.5 141 Pumping development
12/13/23 12:47 PM 8.12 550 58.9 355 Pumping development
12/13/23 1:40 PM 8.28 --52.3 >1000 Pumping development
12/13/23 5:15 PM 8.02 558 50.0 144 Pumping development
12/13/23 9:30 PM 7.95 571 48.1 366 Pumping development
12/14/23 1:45 AM 7.94 568 48.1 202 Pumping development
12/14/23 6:34 AM 8.28 563 50.5 129 Pumping development
12/14/23 11:37 AM 8.23 562 54.8 56.9 Pumping development
12/14/23 3:58 PM 8.20 552 55.5 55.7 Pumping development
12/14/23 7:45 PM 7.86 564 51.0 72.8 Pumping development
12/15/23 12:00 AM 7.86 554 54.3 82.4 Pumping development
12/15/23 4:15 AM 7.89 562 53.0 96.6 Pumping development
12/15/23 8:16 AM 8.19 552 50.0 90.1 Pumping development
12/15/23 12:35 PM 8.11 558 60.2 65.9 Pumping development
12/16/23 8:00 PM 8.36 569 57.4 35.8 Pumping development
12/17/23 2:00 AM 7.99 578 57.0 49.8 Pumping development
12/17/23 7:00 AM 7.93 577 55.4 89.9 Pumping development
12/17/23 1:38 PM 7.96 557 58.5 92.7 Pumping development
12/17/23 3:15 PM 8.23 570 60.0 73.2 Pumping development
12/17/23 5:15 PM 8.19 553 62.9 36.8 Pumping development
12/17/23 10:30 PM 8.06 538 63.1 85.7 Pumping development
12/18/23 12:30 AM 8.12 561 59.2 56.1 Pumping development
12/18/23 2:30 AM 8.12 549 64.6 23.3 Pumping development
12/18/23 4:30 AM 8.1 560 61.3 18.85 Pumping development
12/18/23 6:30 AM 8.17 557 59.7 18.05 Pumping development
12/18/23 8:30 AM 8.15 559 59.6 39.5 Pumping development
12/18/23 2:00 PM 8.13 538 59.0 119 Pumping development
12/18/23 4:15 PM 7.8 456 64.6 25.4 Pumping development
12/18/23 9:30 PM 7.77 457 65.7 31.1 Pumping development
12/19/23 8:00 AM 7.89 443 64.6 34.8 Pumping development
12/19/23 10:00 AM 7.99 462 64.8 29.5 Pumping development
12/19/23 4:00 PM 8.27 405 64.8 22.8 Pumping development
12/19/23 6:00 PM 8.28 310 65.5 26.2 Pumping development
1/3/24 4:00 PM 8.1 545 55.2 29.1 Pumping development
1/3/24 5:00 PM 8.04 544 54.8 18.04 Pumping development
1/4/24 6:30 AM 7.91 590 55.4 155 Pumping development
1/4/24 8:00 AM 7.9 534 55.6 98.6 Pumping development
Loughlin Water Associates, LLC Page 2 of 4
Sample Date/Time pH Conductivity
(µS/cm)
Sample
Temperature
(°F)
Turbidity
(NTU)Comments
Appendix G
Field Measurements of Water Quality Parameters - Blue Sky Replacement Well
1/4/24 11:00 AM 8.05 543 54.6 22.7 Pumping development
1/4/24 1:00 PM 8.16 541 54.5 21.3 Pumping development
1/4/24 3:00 PM 8.15 542 55.4 17.3 Pumping development
1/4/24 5:00 PM 8.25 543 55.1 16.64 Pumping development
1/5/24 6:30 AM 8.27 544 54.1 137 Pumping development
1/5/24 8:00 AM 8.07 525 54.1 55.1 Pumping development
1/5/24 10:00 AM 8.19 547 53.8 14.78 Pumping development
1/5/24 12:00 PM 8.24 550 53.7 24 Pumping development
1/5/24 2:00 PM 8.28 549 51.3 119 Pumping development
1/5/24 3:00 PM 8.18 560 46.7 40.3 Pumping development
1/5/24 5:00 PM 8.19 555 47.3 63.3 Pumping development
1/6/24 6:30 AM 8.17 558 47.0 165 Pumping development
1/6/24 8:00 AM 8.21 549 47.6 31 Pumping development
1/6/24 10:00 AM 8.17 559 48.2 26.4 Pumping development
1/6/24 12:00 PM 8.21 560 47.2 21.5 Pumping development
1/6/24 2:00 PM 8.19 561 46.9 22.5 Pumping development
1/6/24 5:00 PM 8.21 557 47.1 12.78 Pumping development
1/7/24 6:30 AM 8.25 557 56.5 110 Pumping development
1/7/24 8:00 AM 8.19 545 57.3 70.5 Pumping development
1/7/24 10:00 AM 8.2 555 58.0 26.2 Pumping development
1/7/24 12:00 PM 8.17 556 56.5 18.79 Pumping development
1/7/24 2:00 PM 8.13 561 54.0 16.67 Pumping development
1/7/24 4:00 PM 8.06 560 60.8 16.9 Pumping development
1/8/24 6:30 AM 8.18 565 65.1 182 Pumping development
1/8/24 8:00 AM ------20.7 Pumping development
1/8/24 10:00 AM 8.01 559 64.6 25.6 Pumping development
1/8/24 12:00 PM 7.98 558 64.0 20.9 Pumping development
1/8/24 2:00 PM 7.96 557 63.1 24.2 Pumping development
1/8/24 5:30 PM 7.97 562 60.3 23.2 Pumping development
1/9/24 6:30 AM 7.81 554 59.5 21.9 Pumping development
1/9/24 8:00 AM 7.5 553 59.7 45 Pumping development
1/9/24 10:00 AM 7.48 569 60.6 63.6 Pumping development
1/9/24 12:00 PM 7.53 563 61.0 23 Pumping development
1/9/24 2:00 PM 7.58 563 61.0 22 Pumping development
1/9/24 4:00 PM 7.61 564 60.6 10.3 Pumping development
1/9/24 5:30 PM 7.63 564 61.2 12.1 Pumping development
1/10/24 8:10 AM 8.09 560 12.9 174 Pumping development
1/10/24 8:26 AM 7.93 564 55.0 270 Step Test
1/10/24 8:34 AM 7.87 559 57.6 177 Step Test
1/10/24 8:46 AM 7.86 546 59.2 182 Step Test
1/10/24 9:00 AM 7.74 551 61.2 154 Step Test
1/10/24 9:15 AM 7.72 550 63.0 111 Step Test
1/10/24 9:30 AM 7.62 551 61.3 73.8 Step Test
1/10/24 9:40 AM 7.70 559 59.2 69.7 Step Test
1/10/24 9:58 AM 7.70 561 57.7 34.6 Step Test
1/10/24 10:06 AM 8 561 57.6 35.6 Step Test
1/10/24 10:10 AM 7.93 566 56.5 32.5 Step Test
1/10/24 10:20 AM 7.89 562 57.4 42.2 Step Test
1/10/24 10:49 AM 7.81 582 57.2 118 Step Test
Loughlin Water Associates, LLC Page 3 of 4
Sample Date/Time pH Conductivity
(µS/cm)
Sample
Temperature
(°F)
Turbidity
(NTU)Comments
Appendix G
Field Measurements of Water Quality Parameters - Blue Sky Replacement Well
1/10/24 11:27 AM 7.77 579 57.9 83.5 Step Test
1/10/24 11:55 AM 7.71 572 57.6 47.3 Step Test
1/10/24 12:15 PM 7.82 574 58.8 56.4 Step Test
1/10/24 12:30 PM 7.86 566 60.1 104 Step Test
1/10/24 12:45 PM 7.86 572 60.6 140 Step Test
1/10/24 12:57 PM 7.51 565 59.5 84.6 Step Test
1/10/24 1:45 PM 7.99 564 60.4 48.3 Step Test
1/10/24 1:57 PM 7.78 570 59.7 51.3 Step Test
1/11/24 8:30 AM 7.97 558 59.2 112 24-hour Constant Rate Test
1/11/24 9:09 AM 8.07 559 59.2 42 24-hour Constant Rate Test
1/11/24 9:28 AM 8.16 555 59.4 29.7 24-hour Constant Rate Test
1/11/24 9:50 AM 8.08 562 59.4 13.7 24-hour Constant Rate Test
1/11/24 10:18 AM 8.00 558 59.7 13.1 24-hour Constant Rate Test
1/11/24 10:38 AM 8.10 562 59.9 10.2 24-hour Constant Rate Test
1/11/24 11:02 AM 8.07 566 58.1 7.99 24-hour Constant Rate Test
1/11/24 11:44 AM 8.19 567 61.2 9.25 24-hour Constant Rate Test
1/11/24 12:55 PM 8.15 570 61.2 8.05 24-hour Constant Rate Test
1/11/24 1:20 PM 8.10 574 59.0 7.23 24-hour Constant Rate Test
1/11/24 2:17 PM 8.10 570 57.9 7.22 24-hour Constant Rate Test
1/11/24 2:38 PM 7.94 573 58.1 6.43 24-hour Constant Rate Test
1/11/24 3:00 PM 8.00 570 58.6 6.52 24-hour Constant Rate Test
1/12/24 7:55 AM 8.30 644 58.6 5.26 24-hour Constant Rate Test
Average:7.92 557
Notes:
bgs means below ground surface;
gpm means gallons per minute;
NTU means Nephelometric Turbidity Units;
ppm means parts per million;
psi means pounds per square inch;
µS/cm means microsiemens per centimeter;
°F means degrees Fahrenheit; and
-- means not applicable or parameter not measured.
Loughlin Water Associates, LLC Page 4 of 4
APPENDIX G - PUMPING DATA FOR BLUE SKY REPLACEMENT WELL STEP TEST
Date/Time Step Time or
t' (minutes)
t
Elapsed Time
(minutes)
Depth to
Water (ft bgs)
s
Drawdown or
s'
Residual
Drawdown
(feet)
Totalizer
(gallons)
Q
Pumping Rate
(gpm)
Specific
Capacity
(gpm/foot)
Comments
1/10/24 8:00 AM 0 0 397.91 0.00 41994446 0 Top of sounding tube (datum; ft ags) = 2.67
1/10/24 8:01 AM 1 1 463.29 65.38 45 0.69 Start pumping
1/10/24 8:02 AM 2 2 473.59 75.68 45 0.59 Meter Frozen
1/10/24 8:03 AM 3 3 461.49 63.58 45 0.71
1/10/24 8:04 AM 4 4 456.78 58.87 45 0.76
1/10/24 8:05 AM 5 5 454.70 56.79 45 0.79
1/10/24 8:06 AM 6 6 457.69 59.78 41994776 45 0.75
1/10/24 8:07 AM 7 7 462.05 64.14 41994820 45 0.70
1/10/24 8:08 AM 8 8 465.60 67.69 41994865 45 0.66
1/10/24 8:09 AM 9 9 468.83 70.92 45 0.63
1/10/24 8:10 AM 10 10 468.83 70.92 41994953 45 0.63
1/10/24 8:15 AM 15 15 482.92 85.01 41995172 45 0.53
1/10/24 8:20 AM 20 20 499.80 101.89 41995389 45 0.44
1/10/24 8:25 AM 25 25 497.90 99.99 41995609 45 0.45
1/10/24 8:30 AM 30 30 504.75 106.84 41995838 45 0.42
1/10/24 8:35 AM 35 35 509.69 111.78 41996067 45 0.40
1/10/24 8:40 AM 40 40 513.68 115.77 41996292 45 0.39
1/10/24 8:45 AM 45 45 517.10 119.19 41996517 45 0.38
1/10/24 8:50 AM 50 50 522.90 124.99 41996740 45 0.36
1/10/24 8:55 AM 55 55 523.61 125.70 41996967 45 0.36
1/10/24 9:00 AM 60 60 525.38 127.47 41997193 45 0.35
1/10/24 9:15 AM 75 75 531.02 133.11 41997865 45 0.34
1/10/24 9:30 AM 90 90 534.29 136.38 41998528 45 0.33
1/10/24 10:00 AM 120 120 543.10 145.19 41999895 45 0.31
1/10/24 10:01 AM 1 121 546.18 148.27 41999952 55 0.37 Increase Q
1/10/24 10:02 AM 2 122 548.15 150.24 42000009 55 0.37
1/10/24 10:03 AM 3 123 550.00 152.09 42000068 55 0.36
1/10/24 10:04 AM 4 124 551.85 153.94 42000125 55 0.36
1/10/24 10:05 AM 5 125 553.40 155.49 42000183 55 0.35
1/10/24 10:06 AM 6 126 554.62 156.71 42000240 55 0.35
1/10/24 10:07 AM 7 127 558.80 160.89 42000297 55 0.34
1/10/24 10:08 AM 8 128 556.72 158.81 42000359 55 0.35
1/10/24 10:09 AM 9 129 557.82 159.91 42000411 55 0.34
1/10/24 10:10 AM 10 130 561.67 163.76 42000468 55 0.34
1/10/24 10:15 AM 15 135 563.22 165.31 42000744 55 0.33
1/10/24 10:20 AM 20 140 564.11 166.20 42001018 55 0.33
1/10/24 10:25 AM 25 145 565.67 167.76 42001292 55 0.33
1/10/24 10:30 AM 30 150 567.40 169.49 42001568 55 0.32
1/10/24 10:35 AM 35 155 569.82 171.91 42001843 55 0.32
1/10/24 10:40 AM 40 160 572.85 174.94 42002118 55 0.31
1/10/24 10:45 AM 45 165 572.85 174.94 42002391 55 0.31
1/10/24 10:50 AM 50 170 576.10 178.19 42002660 55 0.31
1/10/24 10:55 AM 55 175 576.00 178.09 42002928 55 0.31
Loughlin Water Associates, LLC Page 1 of 3
APPENDIX G - PUMPING DATA FOR BLUE SKY REPLACEMENT WELL STEP TEST
Date/Time Step Time or
t' (minutes)
t
Elapsed Time
(minutes)
Depth to
Water (ft bgs)
s
Drawdown or
s'
Residual
Drawdown
(feet)
Totalizer
(gallons)
Q
Pumping Rate
(gpm)
Specific
Capacity
(gpm/foot)
Comments
1/10/24 11:00 AM 60 180 580.26 182.35 42003195 55 0.30
1/10/24 11:15 AM 75 195 586.00 188.09 42004009 55 0.29
1/10/24 11:30 AM 90 210 587.42 189.51 42004546 55 0.29
1/10/24 11:45 AM 105 225 591.38 193.47 42005630 55 0.28
1/10/24 12:00 PM 120 240 595.32 197.41 55 0.28
1/10/24 12:01 PM 1 241 596.06 198.15 42006508 65 0.33 Increase Q
1/10/24 12:02 PM 2 242 596.71 198.80 42006566 65 0.33
1/10/24 12:03 PM 3 243 597.35 199.44 42006625 65 0.33
1/10/24 12:04 PM 4 244 598.12 200.21 42006685 65 0.32
1/10/24 12:05 PM 5 245 598.32 200.41 42006744 65 0.32
1/10/24 12:06 PM 6 246 599.46 201.55 42006803 65 0.32
1/10/24 12:07 PM 7 247 600.07 202.16 42006861 65 0.32
1/10/24 12:08 PM 8 248 600.60 202.69 42006920 65 0.32
1/10/24 12:09 PM 9 249 601.13 203.22 42006980 65 0.32
1/10/24 12:10 PM 10 250 601.66 203.75 42007038 65 0.32
1/10/24 12:15 PM 15 255 605.20 207.29 42007341 65 0.31
1/10/24 12:20 PM 20 260 610.38 212.47 42007659 65 0.31
1/10/24 12:25 PM 25 265 612.58 214.67 42007980 65 0.30
1/10/24 12:30 PM 30 270 614.90 216.99 42008299 65 0.30
1/10/24 12:45 PM 35 285 629.99 232.08 42009260 65 0.28
1/10/24 12:50 PM 40 290 630.00 232.09 42009580 65 0.28
1/10/24 12:55 PM 45 295 634.31 236.40 42009902 65 0.27
1/10/24 1:00 PM 50 300 637.22 239.31 42010226 65 0.27
1/10/24 1:15 PM 55 315 641.80 243.89 42011189 65 0.27
1/10/24 1:30 PM 60 330 647.73 249.82 42012170 65 0.26
1/10/24 1:45 PM 75 345 650.30 252.39 42013142 65 0.26
1/10/24 2:00 PM 90 360 651.69 253.78 42014112 65 0.26 Cease Pumping
1/10/24 2:01 PM 1 361 657.05 259.14 Recovery
1/10/24 2:02 PM 2 362 660.82 262.91
1/10/24 2:03 PM 3 363 664.60 266.69
1/10/24 2:04 PM 4 364 668.37 270.46
1/10/24 2:05 PM 5 365 672.15 274.24
1/10/24 2:06 PM 6 366 675.92 278.01
1/10/24 2:07 PM 7 367 679.70 281.79
1/10/24 2:08 PM 8 368 683.47 285.56
1/10/24 2:09 PM 9 369 687.24 289.33
1/10/24 2:10 PM 10 370 691.02 293.11
1/10/24 2:12 PM 12 372 694.79 296.88
1/10/24 2:14 PM 14 374 698.57 300.66
1/10/24 2:16 PM 16 376 702.34 304.43
1/10/24 2:18 PM 18 378 706.11 308.20
1/10/24 2:20 PM 20 380 709.89 311.98
1/10/24 2:22 PM 22 382 713.66 315.75
Loughlin Water Associates, LLC Page 2 of 3
APPENDIX G - PUMPING DATA FOR BLUE SKY REPLACEMENT WELL STEP TEST
Date/Time Step Time or
t' (minutes)
t
Elapsed Time
(minutes)
Depth to
Water (ft bgs)
s
Drawdown or
s'
Residual
Drawdown
(feet)
Totalizer
(gallons)
Q
Pumping Rate
(gpm)
Specific
Capacity
(gpm/foot)
Comments
1/10/24 2:24 PM 24 384 717.44 319.53
1/10/24 2:26 PM 26 386 721.21 323.30
1/10/24 2:28 PM 28 388 724.98 327.07
1/10/24 2:30 PM 30 390 728.76 330.85
1/10/24 2:32 PM 32 392 732.53 334.62
1/10/24 2:34 PM 34 394 736.31 338.40
1/10/24 2:36 PM 36 396 740.08 342.17
1/10/24 2:38 PM 38 398 743.86 345.95
Notes:
bgs = below ground surface;
ags = above ground surface;
ft = feet; and
gpm = gallons per minute.
Loughlin Water Associates, LLC Page 3 of 3
APPENDIX G - PUMPING TEST DATA BLUE SKY REPLACEMENT WELL CONSTANT RATE TEST
Date Time
Elapsed
Minutes
Totalizer
(gallons)
Totalizer
(gpm)
Pumping
Rate
(gpm)
Depth to
Water
Drawdown
(ft)
Sand
Content
(ppm)
Pressure
Gage
(psi)Comment
1/11/24 8:00 AM 0 14,124 388.36 start up 44 gpm
1/11/24 8:01 AM 1 413.90 25.54
1/11/24 8:02 AM 2 14,231 107 436.00 47.64
1/11/24 8:03 AM 3 14,300 69 440.40 52.04 160
1/11/24 8:04 AM 4 14,370 70 448.40 60.04
1/11/24 8:05 AM 5 46 449.80 61.44
1/11/24 8:06 AM 6 14,448 45 451.70 63.34
1/11/24 8:07 AM 7 14,492 44 44 454.40 66.04
1/11/24 8:08 AM 8 14,533 41 44 456.70 68.34
1/11/24 8:09 AM 9 14,577 44 44 459.20 70.84
1/11/24 8:10 AM 10 14,618 41 44 461.20 72.84 155
1/11/24 8:15 AM 15 14,829 42 44 471.20 82.84
1/11/24 8:20 AM 20 15,045 43 44 480.20 91.84
1/11/24 8:25 AM 25 15,260 43 44 486.45 98.09
1/11/24 8:30 AM 30 15,485 45 44 493.15 104.79
1/11/24 8:35 AM 35 15,706 44 44 498.05 109.69 145
1/11/24 8:40 AM 40 15,924 44 44 501.90 113.54
1/11/24 8:45 AM 45 16,143 44 44 505.30 116.94 141
1/11/24 8:50 AM 50 16,364 44 44 508.05 119.69 140
1/11/24 8:55 AM 55 16,583 44 44 510.30 121.94
1/11/24 9:00 AM 60 16,800 43 44 512.55 124.19
1/11/24 9:15 AM 75 17,456 44 44 519.05 130.69 4 138
1/11/24 9:30 AM 90 18,107 43 44 518.80 130.44 Trace 134
1/11/24 9:45 AM 105 18,768 44 44 523.00 134.64 131
1/11/24 10:00 AM 120 19,422 44 44 527.70 139.34 Trace psi
1/11/24 10:15 AM 135 20,072 43 44 531.00 142.64 130
1/11/24 10:30 AM 150 20,718 43 44 533.20 144.84
1/11/24 10:45 AM 165 21,367 43 44 535.35 146.99 130
1/11/24 11:00 AM 180 22,039 45 44 538.55 150.19
1/11/24 11:15 AM 195 22,694 44 44 540.65 152.29 130
1/11/24 11:30 AM 210 23,356 44 44 542.40 154.04 Trace 130
1/11/24 11:45 AM 225 24,019 44 44 544.20 155.84 131
1/11/24 12:00 PM 240 24,682 44 44 545.35 156.99 131
1/11/24 12:15 PM 255 25,341 44 44 546.39 158.03 131
1/11/24 12:30 PM 270 26,000 44 43 547.16 158.80 131
1/11/24 12:45 PM 285 26,660 44 44 548.32 159.96 131
1/11/24 1:00 PM 300 27,316 44 44 548.85 160.49 131
1/11/24 1:15 PM 315 27,971 44 44 549.30 160.94 131
1/11/24 1:30 PM 330 28,620 43 44 549.85 161.49 131
1/11/24 1:45 PM 345 29,270 43 44 550.10 161.74 131
1/11/24 2:00 PM 360 29,914 43 44 550.15 161.79 130
1/11/24 2:15 PM 375 30,563 43 44 551.05 162.69 130
1/11/24 2:30 PM 390 31,215 43 44 552.00 163.64 130
1/11/24 2:45 PM 405 31,867 43 44 552.70 164.34 130
1/11/24 3:00 PM 420 32,517 43 44 553.20 164.84 130
1/11/24 3:15 PM 435 33,167 43 43 553.86 165.50 130
1/11/24 3:30 PM 450 33,817 43 44 554.10 165.74 130
1/11/24 3:45 PM 465 34,467 43 44 554.65 166.29 130
1/11/24 4:00 PM 480 35,111 43 44 554.90 166.54 psi
1/11/24 4:15 PM 495 35,760 43 44 555.55 167.19 120
1/11/24 4:30 PM 510 36,407 43 44 556.00 167.64 120
1/11/24 4:45 PM 525 37,069 44 44 557.77 169.41 118
1/11/24 5:00 PM 540 37,730 44 44 559.03 170.67 118
no sand content
present in 3min
test
1/11/24 5:15 PM 555 38,393 44 44 559.75 171.39 117
1/11/24 5:30 PM 570 39,053 44 44 560.15 171.79 117
1/11/24 5:45 PM 585 39,710 44 44 560.40 172.04 116
1/11/24 6:00 PM 600 40,368 44 44 560.75 172.39 116
1/11/24 6:15 PM 615 41,024 44 44 561.15 172.79 115
Loughlin Water Associates, LLC Page 1 of 3
APPENDIX G - PUMPING TEST DATA BLUE SKY REPLACEMENT WELL CONSTANT RATE TEST
Date Time
Elapsed
Minutes
Totalizer
(gallons)
Totalizer
(gpm)
Pumping
Rate
(gpm)
Depth to
Water
Drawdown
(ft)
Sand
Content
(ppm)
Pressure
Gage
(psi)Comment
1/11/24 6:30 PM 630 41,680 44 44 561.43 173.07 115
1/11/24 6:45 PM 645 42,336 44 44 561.45 173.09 116
1/11/24 7:00 PM 660 42,992 44 44 561.48 173.12 116
1/11/24 7:15 PM 675 43,645 44 44 562.28 173.92 115
1/11/24 7:30 PM 690 44,297 43 44 562.69 174.33 115
1/11/24 7:45 PM 705 44,948 43 44 562.96 174.60 115
1/11/24 8:00 PM 720 45,600 43 44 563.17 174.81 115
1/11/24 8:15 PM 735 46,251 43 44 563.45 175.09 115
1/11/24 8:30 PM 750 46,902 43 44 563.76 175.40 115 adj valve
1/11/24 8:45 PM 765 47,562 44 44 565.45 177.09 114
1/11/24 9:00 PM 780 48,234 45 44 566.52 178.16 114
1/11/24 9:15 PM 795 48,899 44 44 567.25 178.89 113
1/11/24 9:30 PM 810 49,565 44 44 567.70 179.34 113
1/11/24 9:45 PM 825 50,226 44 44 567.85 179.49 112
1/11/24 10:00 PM 840 50,887 44 44 568.00 179.64 112
1/11/24 10:15 PM 855 51,549 44 44 568.34 179.98 112
1/11/24 10:30 PM 870 52,210 44 44 568.65 180.29 112
1/11/24 10:45 PM 885 52,872 44 44 568.93 180.57 112
1/11/24 11:00 PM 900 53,533 44 44 569.27 180.91 112
1/11/24 11:15 PM 915 54,195 44 44 569.58 181.22 112
1/11/24 11:30 PM 930 54,857 44 44 569.84 181.48 112
1/11/24 11:45 PM 945 55,516 44 44 569.80 181.44 112
1/12/24 12:00 AM 960 56,175 44 44 569.84 181.48 112
1/12/24 12:15 AM 975 56,831 44 44 569.88 181.52 112
1/12/24 12:30 AM 990 57,488 44 44 569.81 181.45 112
1/12/24 12:45 AM 1005 58,142 44 44 569.75 181.39 112
1/12/24 1:00 AM 1020 58,797 44 44 569.96 181.60 111
1/12/24 1:15 AM 1035 59,455 44 44 570.49 182.13 111
1/12/24 1:30 AM 1050 60,112 44 44 570.73 182.37 111
1/12/24 1:45 AM 1065 60,771 44 44 570.93 182.57 111
1/12/24 2:00 AM 1080 61,427 44 44 571.13 182.77 111
1/12/24 2:15 AM 1095 62,086 44 44 571.58 183.22 111
1/12/24 2:30 AM 1110 62,745 44 44 571.89 183.53 111
1/12/24 2:45 AM 1125 63,404 44 44 571.87 183.51 111
1/12/24 3:00 AM 1140 64,061 44 44 571.88 183.52 111
1/12/24 3:15 AM 1155 64,718 44 44 572.15 183.79 111
1/12/24 3:30 AM 1170 65,374 44 44 572.10 183.74 111
1/12/24 3:45 AM 1185 66,029 44 44 572.17 183.81 111
1/12/24 4:00 AM 1200 66,685 44 44 572.25 183.89 111
1/12/24 4:15 AM 1215 67,339 44 44 572.17 183.81 111
1/12/24 4:30 AM 1230 67,992 44 44 572.15 183.79 111
1/12/24 4:45 AM 1245 68,643 43 44 572.05 183.69 111
1/12/24 5:00 AM 1260 69,295 43 44 572.01 183.65 111
1/12/24 5:15 AM 1275 69,946 43 44 572.04 183.68 111
1/12/24 5:30 AM 1290 70,597 43 44 571.91 183.55 111
1/12/24 5:45 AM 1305 71,245 43 44 571.83 183.47 111
1/12/24 6:00 AM 1320 71,894 43 44 572.01 183.65 111
1/12/24 6:15 AM 1335 72,543 43 44 572.05 183.69 111
1/12/24 6:30 AM 1350 73,192 43 44 572.04 183.68 111
1/12/24 6:45 AM 1365 73,841 43 44 572.02 183.66 111
1/12/24 7:00 AM 1380 74,492 43 44 572.25 183.89 111
1/12/24 7:15 AM 1395 75,140 43 44 572.27 183.91 111
1/12/24 7:30 AM 1410 75,788 43 44 572.95 184.59 111
1/12/24 7:45 AM 1425 76,435 43 44 572.69 184.33 111
1/12/24 8:00 AM 1440 77,079 43 44 572.33 183.97 111 stop pump
1/12/24 8:01 AM 1 565.60 177.24 Recovery
1/12/24 8:02 AM 2 557.70 169.34 Recovery
1/12/24 8:03 AM 3 550.60 162.24 Recovery
1/12/24 8:04 AM 4 547.20 158.84 Recovery
1/12/24 8:05 AM 5 542.70 154.34 Recovery
Loughlin Water Associates, LLC Page 2 of 3
APPENDIX G - PUMPING TEST DATA BLUE SKY REPLACEMENT WELL CONSTANT RATE TEST
Date Time
Elapsed
Minutes
Totalizer
(gallons)
Totalizer
(gpm)
Pumping
Rate
(gpm)
Depth to
Water
Drawdown
(ft)
Sand
Content
(ppm)
Pressure
Gage
(psi)Comment
1/12/24 8:06 AM 6 538.40 150.04 Recovery
1/12/24 8:07 AM 7 534.90 146.54 Recovery
1/12/24 8:08 AM 8 531.30 142.94 Recovery
1/12/24 8:09 AM 9 527.20 138.84 Recovery
1/12/24 8:10 AM 10 523.50 135.14 Recovery
1/12/24 8:15 AM 15 506.80 118.44 Recovery
1/12/24 8:20 AM 20 497.50 109.14 Recovery
1/12/24 8:25 AM 25 487.10 98.74 Recovery
1/12/24 8:30 AM 30 479.80 91.44 Recovery
1/12/24 8:35 AM 35 472.60 84.24 Recovery
1/12/24 8:40 AM 40 467.60 79.24 Recovery
1/12/24 8:45 AM 45 463.10 74.74 Recovery
1/12/24 8:50 AM 50 458.90 70.54 Recovery
1/12/24 8:55 AM 55 455.91 67.55 Recovery
1/12/24 9:00 AM 60 452.37 64.01 Recovery
1/12/24 9:15 AM 75 455.65 67.29 Recovery
1/12/24 9:30 AM 90 440.27 51.91 Recovery
1/12/24 9:45 AM 105 436.13 47.77 Recovery
1/12/24 10:00 AM 120 432.80 44.44 Recovery
1/12/24 10:30 AM 150 427.72 39.36 Recovery
1/12/24 11:00 AM 180 422.20 33.84 Recovery
1/12/24 11:30 AM 210 420.95 32.59 Recovery
1/12/24 12:00 PM 240 418.43 30.07 Recovery
Notes:
bgs = below ground surface;
ags = above ground surface;
ft = feet; and
gpm = gallons per minute.
Loughlin Water Associates, LLC Page 3 of 3
Blue Sky Replacement Well REPL-1 (WS004) Construction Report
Blue Sky Ranch - PWS #22143, WIN 448158
Doc24-13-BSR-ReplWell-ConstRpt
Loughlin Water Associates, LLC
March 2024

APPENDIX H

ANALYTICAL LABORATORY REPORTS

The analyses presented on this report were performed in accordance with the
National Environmental Laboratory Accreditation Program (NELAP) unless
noted in the comments, flags, or case narrative. If the report is to be used for
regulatory compliance, it should be presented in its entirety, and not be
altered.
Client Service Contact: 801.262.7299
Blue Sky Corp Ranch, LLC
Attn: Mike Gardner
2071 South State Road 32
Wanship, UT 84017
Work Order: 24A0876
Project: Blue Sky Ranch Replacement Well
1/22/2024
Approved By:
Andrew Royer, Project Manager
9632 South 500 West Sandy, Utah 84070
Serving the Intermountain West since 1953
801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com
Page 1 of 8
Certificate of Analysis
24A0876-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Blue Sky Replacement Well
Drinking Water
JB Brown
1/12/2024 7:20 AM
1/12/2024 10:10 AM
Blue Sky Ranch Replacement Well
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:UTAH22143
WS004 WS004 Y
Blue Sky Corp Ranch, LLC
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Calculations
Langelier Index @ 22 Deg. C None 01/19/202401/19/2024 0.20 Calculation
Hardness, Total as CaCO3 1.32 mg/L 01/15/202401/15/2024 200 SM 2340 B/[CALC]
Inorganic
Alkalinity - Bicarbonate (as CaCO3)1.0 mg/L 01/12/202401/12/2024 187 SM 2320 B
Alkalinity - Carbonate (as CaCO3)1.0 mg/L 01/12/202401/12/2024 ND SM 2320 B
Alkalinity - Hydroxide (as CaCO3)1.0 mg/L 01/12/202401/12/2024 ND SM 2320 B
Alkalinity - Total (as CaCO3)1.0 mg/L 01/12/202401/12/2024 187 SM 2320 B
Ammonia as N 0.20 mg/L 01/15/202401/15/2024 ND SM 4500 NH3 H
Chloride 1.00 mg/L 01/12/202401/12/202425053.2 EPA 300.0
Color 0 Color Units 01/12/2024 12:2601/12/2024 12:091510SM 2120 B
Conductivity 1.00 umho/cm 01/19/202401/19/2024 558 EPA 120.1
Cyanide, Free 0.016 mg/L 01/16/202401/16/20240.2ND EPA 335.4
Fluoride 0.100 mg/L 01/12/202401/12/202440.396 EPA 300.0
MBAS Surfactants 0.08 mg/L 01/12/2024 15:0401/12/2024 15:010.50.12 SM 5540 C
Nitrate as N 0.10 mg/L 01/12/2024 19:1201/12/2024 14:0510NDEPA 300.0
Nitrite as N 0.10 mg/L 01/12/2024 19:1201/12/2024 14:051NDEPA 300.0
Odor 0 T.O.N.01/12/2024 12:1801/12/2024 12:0931SM 2150 B
pH 0.1 SPHpH Units 01/12/2024 16:4801/12/2024 15:05 7.8 SM 4500 H-B
Phosphate, ortho as P 0.01 mg/L 01/12/2024 15:0301/12/2024 11:30 ND SM 4500 P-E
Sulfate 1.00 mg/L 01/12/202401/12/202425011.8 EPA 300.0
Total Dissolved Solids (TDS)20 mg/L 01/15/202401/15/20241000320SM 2540 C
Turbidity 0.05 NTU 01/12/2024 16:1401/12/2024 15:5253.0 EPA 180.1
Metals
Aluminum, Total 0.05 mg/L 01/15/202401/15/20240.2ND EPA 200.7/200.2
Antimony, Total 0.0005 mg/L 01/15/202401/15/20240.006ND EPA 200.8/200.8
Arsenic, Total 0.0005 mg/L 01/15/202401/15/20240.010.0017 EPA 200.8/200.8
Barium, Total 0.005 mg/L 01/15/202401/15/202420.153 EPA 200.7/200.2
Beryllium, Total 0.001 mg/L 01/15/202401/15/20240.004ND EPA 200.7/200.2
Boron, Total 0.05 mg/L 01/15/202401/15/2024 ND EPA 200.7/200.2
Cadmium, Total 0.0002 mg/L 01/15/202401/15/20240.005ND EPA 200.8/200.8
Calcium, Total 0.2 mg/L 01/15/202401/15/2024 50.7 EPA 200.7/200.2
Chromium, Total 0.005 mg/L 01/15/202401/15/20240.1ND EPA 200.7/200.2
Copper, Total 0.0010 mg/L 01/15/202401/15/20241.3ND EPA 200.8/200.8
Iron, Total 0.02 mg/L 01/15/202401/15/20240.30.46 EPA 200.7/200.2
Lead, Total 0.0005 mg/L 01/15/202401/15/20240.015ND EPA 200.8/200.8
Page 2 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 2 of 8
Certificate of Analysis
24A0876-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Blue Sky Replacement Well
Drinking Water
JB Brown
1/12/2024 7:20 AM
1/12/2024 10:10 AM
Blue Sky Ranch Replacement Well
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:UTAH22143
WS004 WS004 Y
Blue Sky Corp Ranch, LLC
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Metals (cont.)
Magnesium, Total 0.2 mg/L 01/15/202401/15/2024 17.9 EPA 200.7/200.2
Manganese, Total 0.005 mg/L 01/15/202401/15/20240.050.028 EPA 200.7/200.2
Mercury, Total 0.00020 mg/L 01/15/202401/15/20240.002ND EPA 200.8/200.8
Nickel, Total 0.005 mg/L 01/15/202401/15/20240.1ND EPA 200.7/200.2
Potassium, Total 0.5 mg/L 01/15/202401/15/2024 4.5 EPA 200.7/200.2
Selenium, Total 0.0005 mg/L 01/15/202401/15/20240.05ND EPA 200.8/200.8
Silica, (as SiO2) Total 0.1 mg/L 01/15/202401/15/2024 13.4 EPA 200.7/200.2
Silver, Total 0.0005 mg/L 01/15/202401/15/20240.1ND EPA 200.8/200.8
Sodium, Total 0.5 mg/L 01/15/202401/15/2024 22.6 EPA 200.7/200.2
Thallium, Total 0.0002 mg/L 01/15/202401/15/20240.002ND EPA 200.8/200.8
Zinc, Total 0.01 mg/L 01/15/202401/15/20245NDEPA 200.7/200.2
Carbamates
3-Hydroxycarbofuran 1 ug/L 01/17/202401/17/2024 ND EPA 531.1
Aldicarb 1 ug/L 01/17/202401/17/2024 ND EPA 531.1
Aldicarb sulfone 1 ug/L 01/17/202401/17/2024 ND EPA 531.1
Aldicarb sulfoxide 1 ug/L 01/17/202401/17/2024 ND EPA 531.1
Carbaryl 1 ug/L 01/17/202401/17/2024 ND EPA 531.1
Carbofuran 1 ug/L 01/17/202401/17/202440NDEPA 531.1
Methomyl 1 ug/L 01/17/202401/17/2024 ND EPA 531.1
Oxamyl 1 ug/L 01/17/202401/17/2024200NDEPA 531.1
Herbicides
2,4,5-TP (Silvex)0.440 ug/L 01/17/202401/16/202450NDEPA 515.3
2,4-D 0.220 ug/L 01/17/202401/16/202470NDEPA 515.3
Dalapon 2.20 ug/L 01/17/202401/16/2024200NDEPA 515.3
Dicamba 1.00 ug/L 01/17/202401/16/2024 ND EPA 515.3
Dinoseb 0.440 ug/L 01/17/202401/16/20247NDEPA 515.3
Pentachlorophenol 0.088 ug/L 01/17/202401/16/20241NDEPA 515.3
Picloram 0.220 ug/L 01/17/202401/16/2024500NDEPA 515.3
Pesticides
Endrin 0.022 ug/L 01/19/202401/17/20242NDEPA 508.1
Heptachlor 0.088 ug/L 01/19/202401/17/20240.4ND EPA 508.1
Heptachlor epoxide 0.044 ug/L 01/19/202401/17/20240.2ND EPA 508.1
Lindane 0.044 ug/L 01/19/202401/17/20240.2ND EPA 508.1
Methoxychlor 0.22 ug/L 01/19/202401/17/202440NDEPA 508.1
Page 3 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 3 of 8
Certificate of Analysis
24A0876-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Blue Sky Replacement Well
Drinking Water
JB Brown
1/12/2024 7:20 AM
1/12/2024 10:10 AM
Blue Sky Ranch Replacement Well
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:UTAH22143
WS004 WS004 Y
Blue Sky Corp Ranch, LLC
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Pesticides (cont.)
PCB-1016 0.20 ug/L 01/19/202401/17/20240.2ND EPA 508.1
PCB-1221 0.20 ug/L 01/19/202401/17/20240.5ND EPA 508.1
PCB-1232 0.20 ug/L 01/19/202401/17/20240.5ND EPA 508.1
PCB-1242 0.50 ug/L 01/19/202401/17/20240.5ND EPA 508.1
PCB-1248 0.50 ug/L 01/19/202401/17/20240.5ND EPA 508.1
PCB-1254 0.50 ug/L 01/19/202401/17/20240.5ND EPA 508.1
PCB-1260 0.50 ug/L 01/19/202401/17/20240.5ND EPA 508.1
PCB - Total 0.50 ug/L 01/19/202401/17/20240.5ND EPA 508.1
Toxaphene 2.2 ug/L 01/19/202401/17/20243NDEPA 508.1
Semi-Volatile Compounds
Alachlor 0.44 ug/L 01/18/202401/17/20242NDEPA 525.2
Aldrin 2.00 ug/L 01/18/202401/17/2024 ND EPA 525.2
Atrazine 0.22 ug/L 01/18/202401/17/20243NDEPA 525.2
Benzo (a) pyrene 0.04 ug/L 01/18/202401/17/20240.2ND EPA 525.2
Bis (2-ethylhexyl) Adipate 1.30 ug/L 01/18/202401/17/2024400NDEPA 525.2
Bis (2-ethylhexyl) Phthalate 1.30 ug/L 01/18/202401/17/20246NDEPA 525.2
Butachlor 0.50 ug/L 01/18/202401/17/2024 ND EPA 525.2
alpha-Chlordane 0.44 ug/L 01/18/202401/17/20242NDEPA 525.2
gamma-Chlordane 0.44 ug/L 01/18/202401/17/20242NDEPA 525.2
Chlordane - Total 0.44 ug/L 01/18/202401/17/20242NDEPA 525.2
Dieldrin 1.00 ug/L 01/18/202401/17/2024 ND EPA 525.2
Hexachlorobenzene 0.22 ug/L 01/18/202401/17/20241NDEPA 525.2
Hexachlorocyclopentadiene 0.22 ug/L 01/18/202401/17/202450NDEPA 525.2
Metolachlor 0.50 ug/L 01/18/202401/17/2024 ND EPA 525.2
Metribuzin 0.50 ug/L 01/18/202401/17/2024 ND EPA 525.2
Propachlor 0.50 ug/L 01/18/202401/17/2024 ND EPA 525.2
Simazine 0.15 ug/L 01/18/202401/17/20244NDEPA 525.2
Volatile Organic Compounds
1,1,1,2-Tetrachloroethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,1,1-Trichloroethane 0.5 ug/L 01/18/202401/18/2024200NDEPA 524.2
1,1,2,2-Tetrachloroethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,1,2-Trichloroethane 0.5 ug/L 01/18/202401/18/20245NDEPA 524.2
1,1,2-Trichlorotrifluoroethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,1-Dichloroethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,1-Dichloroethene 0.5 ug/L 01/18/202401/18/20247NDEPA 524.2
Page 4 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 4 of 8
Certificate of Analysis
24A0876-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Blue Sky Replacement Well
Drinking Water
JB Brown
1/12/2024 7:20 AM
1/12/2024 10:10 AM
Blue Sky Ranch Replacement Well
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:UTAH22143
WS004 WS004 Y
Blue Sky Corp Ranch, LLC
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Volatile Organic Compounds (cont.)
1,1-Dichloropropene 0.5 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,2,3-Trichlorobenzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,2,3-Trichloropropane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,2,4-Trichlorobenzene 0.5 ug/L 01/18/202401/18/202470NDEPA 524.2
1,2,4-Trimethylbenzene 1.0 ug/L 01/18/202401/18/202470NDEPA 524.2
1,2-Dichlorobenzene 0.5 ug/L 01/18/202401/18/2024600NDEPA 524.2
1,2-Dichloroethane 0.5 ug/L 01/18/202401/18/20245NDEPA 524.2
1,2-Dichloropropane 0.5 ug/L 01/18/202401/18/20245NDEPA 524.2
1,3,5-Trimethylbenzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,3-Dichlorobenzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,3-Dichloropropane 0.5 ug/L 01/18/202401/18/2024 ND EPA 524.2
1,4-Dichlorobenzene 0.5 ug/L 01/18/202401/18/202475NDEPA 524.2
2,2-Dichloropropane 0.5 ug/L 01/18/202401/18/2024 ND EPA 524.2
2-Chlorotoluene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
4-Chlorotoluene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Benzene 0.5 ug/L 01/18/202401/18/20245NDEPA 524.2
Bromobenzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Bromochloromethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Bromodichloromethane 0.5 ug/L 01/18/202401/18/2024 ND EPA 524.2
Bromoform 0.5 ug/L 01/18/202401/18/2024 ND EPA 524.2
Bromomethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Carbon Tetrachloride 1.0 ug/L 01/18/202401/18/20245NDEPA 524.2
Chlorobenzene 0.5 ug/L 01/18/202401/18/2024100NDEPA 524.2
Chloroethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Chloroform 0.5 ug/L 01/18/202401/18/2024 ND EPA 524.2
Chloromethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
cis-1,2-Dichloroethene 1.0 ug/L 01/18/202401/18/202470NDEPA 524.2
cis-1,3-Dichloropropene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Dibromochloromethane 0.5 ug/L 01/18/202401/18/2024 ND EPA 524.2
Dibromomethane 1.0 ug/L 01/18/202401/18/20245NDEPA 524.2
Dichlorodifluoromethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Ethyl Benzene 0.5 ug/L 01/18/202401/18/2024700NDEPA 524.2
Hexachlorobutadiene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Isopropylbenzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Methyl tert-Butyl Ether (MTBE)1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Methylene Chloride 1.0 ug/L 01/18/202401/18/20245NDEPA 524.2
Page 5 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 5 of 8
Certificate of Analysis
24A0876-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Blue Sky Replacement Well
Drinking Water
JB Brown
1/12/2024 7:20 AM
1/12/2024 10:10 AM
Blue Sky Ranch Replacement Well
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:UTAH22143
WS004 WS004 Y
Blue Sky Corp Ranch, LLC
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Volatile Organic Compounds (cont.)
Naphthalene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
n-Butyl Benzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
n-Propyl Benzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
p-Isopropyltoluene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
sec-Butyl Benzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Styrene 0.5 ug/L 01/18/202401/18/2024100NDEPA 524.2
tert-Butylbenzene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Tetrachloroethene 0.5 ug/L 01/18/202401/18/20245NDEPA 524.2
Toluene 0.5 ug/L 01/18/202401/18/20241000NDEPA 524.2
trans-1,2-Dichloroethene 0.5 ug/L 01/18/202401/18/2024100NDEPA 524.2
trans-1,3-Dichloropropene 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Trichloroethene 0.5 ug/L 01/18/202401/18/20245NDEPA 524.2
Trichlorofluoromethane 1.0 ug/L 01/18/202401/18/2024 ND EPA 524.2
Vinyl Chloride 0.5 ug/L 01/18/202401/18/20242NDEPA 524.2
Xylenes, total 1.5 ug/L 01/18/202401/18/202410000NDEPA 524.2
Page 6 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 6 of 8
Certificate of Analysis
Report Footnotes
Abbreviations
ND = Not detected at the corresponding Minimum Reporting Limit.
1 mg/L = one milligram per liter or 1 mg/Kg = one milligram per kilogram = 1 part per million.
1 ug/L = one microgram per liter or 1 ug/Kg = one microgram per kilogram = 1 part per billion.
1 ng/L = one nanogram per liter or 1 ng/Kg = one nanogram per kilogram = 1 part per trillion.
Values reported in RED exceed Primary Drinking Water standards .
Values reported in BLUE exceed Secondary Drinking Water standards .
BLANK values in the MCL column indicate no standard.
On calculated parameters, there may be a slight difference between
summing the rounded values shown on the report vs the unrounded
values used in the calculation.
Data Comparisons
Flag Descriptions
SPH = Sample submitted past method specified holding time.
Page 7 of 8
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 7 of 8
WS004
per JBs email
01-22-24 APR
Page 8 of 8
The analyses presented on this report were performed in accordance with the
National Environmental Laboratory Accreditation Program (NELAP) unless
noted in the comments, flags, or case narrative. If the report is to be used for
regulatory compliance, it should be presented in its entirety, and not be
altered.
Client Service Contact: 801.262.7299
Blue Sky Corp Ranch, LLC
Attn: Mike Gardner
2071 South State Road 32
Wanship, UT 84017
Work Order: 24A0881
Project: Blue Sky Ranch Replacement Well
2/22/2024
Approved By:
Andrew Royer, Project Manager
9632 South 500 West Sandy, Utah 84070
Serving the Intermountain West since 1953
801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com
Page 1 of 4
Certificate of Analysis
24A0881-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
Blue Sky Replacement Well
Drinking Water
JB Brown
1/12/2024 7:20 AM
1/12/2024 10:10 AM
Blue Sky Ranch Replacement Well
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:UTAH22143
WS001 WS001 Y
Blue Sky Corp Ranch, LLC
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Radiochemistry
Gross Alpha 2.2 SL-62pCi/L 02/06/202401/24/2024152.3 ± 2.71 EPA 900.0
Gross Beta 1.9 SL-62pCi/L 02/06/202401/24/2024 4.2 ± 2.47 EPA 900.0
Radium-228 0.38 SL-62pCi/L 01/30/202401/24/202450.92 ± 0.223 EPA 904.0
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9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 2 of 4
Certificate of Analysis
Report Footnotes
Abbreviations
ND = Not detected at the corresponding Minimum Reporting Limit.
1 mg/L = one milligram per liter or 1 mg/Kg = one milligram per kilogram = 1 part per million.
1 ug/L = one microgram per liter or 1 ug/Kg = one microgram per kilogram = 1 part per billion.
1 ng/L = one nanogram per liter or 1 ng/Kg = one nanogram per kilogram = 1 part per trillion.
Values reported in RED exceed Primary Drinking Water standards .
Values reported in BLUE exceed Secondary Drinking Water standards .
BLANK values in the MCL column indicate no standard.
On calculated parameters, there may be a slight difference between
summing the rounded values shown on the report vs the unrounded
values used in the calculation.
Data Comparisons
Flag Descriptions
SL-62 = Analysis performed by Pace Analytical National , Mount Juliet, TN 37122
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9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 3 of 4
Page 4 of 4
The analyses presented on this report were performed in accordance with the
National Environmental Laboratory Accreditation Program (NELAP) unless
noted in the comments, flags, or case narrative. If the report is to be used for
regulatory compliance, it should be presented in its entirety, and not be
altered.
Client Service Contact: 801.262.7299
Loughlin Water Associates, LLC
Attn: Connor Smith
3100 West Pinebrook Road #1100
Park City, UT 84098
Work Order: 24A2152
Project: BSR
2/1/2024
Approved By:
Andrew Royer, Project Manager
9632 South 500 West Sandy, Utah 84070
Serving the Intermountain West since 1953
801.262.7299 Main 866.792.0093 Fax www.ChemtechFord.com
Page 1 of 4
Certificate of Analysis
24A2152-01Lab Sample No.:
Name:
Sample Site:
Sample Matrix:
Sample Date:
Receipt Date:
Sampler:
BSR
Drinking Water
Client
1/31/2024 2:30 PM
1/31/2024 3:37 PM
BSR
Comments:
PO Number:
Project:
Source Code:Sample Point:Report to State:
System No.:UTAH25012
N
Loughlin Water Associates, LLC
Minimum
Reporting
LimitParameter
Sample
Result Units
Analytical
Method
Analysis
Date/Time Flag
Preparation
Date/Time
EPA Max
Contaminant
Level (MCL)
Microbiology
Coliform, Total 1 Org/100 mL 02/01/2024 11:4501/31/2024 17:30 Absent EPA 9223B
E. Coli 1 Org/100 mL 02/01/2024 11:4501/31/2024 17:30 Absent EPA 9223B
Page 2 of 4
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 2 of 4
Certificate of Analysis
Report Footnotes
Abbreviations
ND = Not detected at the corresponding Minimum Reporting Limit.
1 mg/L = one milligram per liter or 1 mg/Kg = one milligram per kilogram = 1 part per million.
1 ug/L = one microgram per liter or 1 ug/Kg = one microgram per kilogram = 1 part per billion.
1 ng/L = one nanogram per liter or 1 ng/Kg = one nanogram per kilogram = 1 part per trillion.
Values reported in RED exceed Primary Drinking Water standards .
Values reported in BLUE exceed Secondary Drinking Water standards .
BLANK values in the MCL column indicate no standard.
On calculated parameters, there may be a slight difference between
summing the rounded values shown on the report vs the unrounded
values used in the calculation.
Data Comparisons
Page 3 of 4
9632 South 500 West
Sandy, UT 84070801-262-7299 Office
www.ChemtechFord.com
Page 3 of 4
Page 4 of 4