DRC-2025-002710

299 South Main Street, Suite 1700 ▪ Salt Lake City, Utah 84111 [phone] ▪ Fax: [phone] ▪ www.energysolutions.com
August 20, 2025 CD-2025-166
Mr. Doug Hansen, Director Division of Waste Management and Radiation Control P.O. Box 144880 Salt Lake City, UT 84114-4880
Subject: Groundwater Quality Discharge Permit Number UGW450005 (GWQDP): New Monitoring Wells As-Built Report
Dear Mr. Hansen:
Attached is the As-Built Report for the new 2025 Evaporation Pond compliance monitoring wells: GW-158 and GW-159. In accordance with Groundwater Quality Discharge Permit Number UGW450005 (GWQDP) Part II. L., Monitoring Well “As-Built” Reports will be submitted to the Director within 60 days of final completion of each well. GW-158 and GW-159 were completed on June 25, 2025 and slug testing was
performed on June 27, 2025.
Should you have any questions regarding this submission please feel free to contact me at 801-649-2060.
Sincerely,
Mathew R Schon
Manager, Groundwater and Environmental Program
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information
submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Geosyntec Consultants, Inc.
215 South State Street, Suite 500
Salt Lake City, UT 84111
PH [phone]
www.geosyntec.com

SLC1119 Evaporation Pond Monitoring Wells Installation

13 August 2025
Mr. Mathew Schon
EnergySolutions, LLC
299 S Main Street, Suite 1700
Salt Lake City, Utah 84111

Subject: 2025 Evaporation Pond Monitoring Wells Installation

Dear Mr. Schon,
Geosyntec Consultants, Inc (Geosyntec) is pleased to submit this document summarizing the
installation, development, and slug testing of two groundwater monitoring wells near the soon to
be constructed evaporation pond at the EnergySolutions Clive, Utah facility (Site or Facility). Well
installation and well development activities were completed June 23 through 25, 2025. Slug testing
was completed on June 27, 2025. Prior to initiating field work, a Site-specific Task Hazard
Analysis Plan was prepared, site-specific radiation training was taken by the Geosyntec and
Subcontractor personnel, and utility clearance was conducted.
Division of Water Rights Application
In advance of drilling activities, a Non-Production Well Construction application was submitted
to Utah Division of Water Rights (DWR) on May 21, 2025. The application included the planned
locations and proposed dimensions of each monitoring well. The locations of the monitoring wells
are presented on Figure 1. On May 27, 2025, DWR granted approval to proceed with installation
of the two proposed monitoring wells. Following completion of the well installations, the final
signed applicant card was submitted to DWR. Completed applications, forms, and correspondence
from DWR are provided in Attachment A.
Well Installation
Two monitoring wells (GW-158 and GW-159) were drilled and developed in accordance with the
Geosyntec May 19, 2025 proposal. Each well was installed with hollow-stem auger drilling
equipment to total depths of 43 feet below ground surface (BGS). The monitoring wells were
completed with 2-inch PVC casing, 15-foot 0.010-inch screen, 10/20 silica sand filter pack, and
bentonite seal. A 4-foot by 4-foot concrete apron at ground level was constructed around each
well. A 10-inch wide, 3-foot-tall steel protective casing was placed above the apron to protect the
well.
Following installation, Geosyntec personnel developed each well and extracted a minimum of 10
well casing volumes. Additionally, water quality parameters were monitored for stabilization.
Investigation Derived Waste (IDW) was containerized and disposed of by EnergySolutions. Well
Mr. Mathew Schon
August 2025
Page 2

SLC1119 Evaporation Pond Monitoring Wells Installation

construction logs and development data for each well are provided in Attachment B.
EnergySolutions personnel surveyed the locations and elevations of the completed wells.
Slug Testing
Slug testing was conducted in accordance with ASTM D4044-9 to estimate the hydraulic
conductivity in the two wells. Slug testing equipment used at each well consisted of a water level
meter, slug, and transducer. Both rising and falling head tests were conducted at each well.
The transducer data from the slug tests was pre-processed using Microsoft Excel and analyzed
with AQTESOLV, a commercial software program for analysis of slug tests created by
HydroSOLVE of Reston, Virginia. Slug test data was evaluated using the Bouwer-Rice (1976)[1]
straight-line method to estimate hydraulic conductivity. The hydraulic conductivities derived from
the slug test analysis are summarized in Table 1, and AQTESOLV outputs are provided in
Attachment C. Hydraulic conductivity of silty sand can range from 0.1 to 100 feet per day. The
estimated hydraulic conductivities from these slug tests fall within that range.

Table 1: Estimated Hydraulic Conductivity from Slug Tests

Well
Hydraulic Conductivity (feet per day)
Slug In Slug Out Average
Test 1 Test 2 Test 1 Test 2
GW-158 1.24 1.32 1.45 1.46 1.37
GW-159 0.76 0.67 0.74 1.26 0.86
Notes: n/a = not applicable
Closing
This report provides a summary of the drilling, construction, development and slug testing of the
two monitoring wells (GW-158 and GW-159) installed near the soon to be constructed evaporation
pond.
We appreciate the opportunity to provide environmental consulting support to EnergySolutions.
Please contact us if you have any questions or comments regarding the information presented
herein.

[1] Bouwer, H., and R.C. Rice, 1976.Water Resources Research, Vol. 12 no. 3.
Mr. Mathew Schon
August 2025
Page 3

SLC1119 Evaporation Pond Monitoring Wells Installation

Sincerely,

Garrett Rigard
Project Manager

FIGURES
Figure 1 – Well Locations Map

ATTACHMENTS
Attachment A: Division of Water Rights Application and Forms
Attachment B: Well Installation Documents
Attachment C: Slug Testing Data

FIGURES

K
C
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k
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LEGEND FIGURE
1
Site Location
2700 South 25th West Avenue Tulsa OK 74107
Client Logo
MONITORING WELL LOCATION
MONITORING WELL LOCATIONS
EVAPORATION POND
ENERGY SOLUTIONS, LLCCLIVE, UTAH
July 2025SOURCE: ENERGYSOLUTIONS
GW-158
GW-159

ATTACHMENT A
Division of Water Rights Application and Forms

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
May 27, 2025
Energy Solutions LLC
299 South Main St Ste 1700
Salt Lake City UT 84111
Dear Applicant:RE: Monitor Well#: 2516001M00
EXPIRATION DATE: November 27, 2025
Regarding your request to drill 7 Monitor well(s), the anticipated drilling depths will exceed the minimum regulated
and reporting depth of 30 feet, thereby requiring permission from the Division of Water Rights to proceed with this
project.
The specifications outlined in your non-production well project application meet the State Engineer's requirements
and permission is HEREBY GRANTED. Therefore, this letter is your authorization to proceed with the
construction of the well(s) in accordance with those specifications and with respect to the following provisions:
1)Small diameter casing is to be used in the construction of the well(s) and no more water is to be diverted than
is necessary to determine the quality of the groundwater by obtaining representative samples as required by
the project.
2)The well(s) must be drilled by a currently licensed Utah driller and must be drilled in a manner consistent with
the construction standards cited in the Utah State Administrative Rules for Well Drillers (R655-4 UAC).
3)The enclosed Driller (START) Card form must be given to the licensed driller for his submittal prior to
commencing well construction. The other enclosed form is the Applicant Card. It is YOUR
RESPONSIBILITY to sign and return this Applicant Card form to our office upon well completion.
4)At such time as the well(s) are no longer utilized to monitor ground water or the intent of the project is
terminated, the well(s) must be permanently abandoned in a manner consistent with the Administrative Rules
(R655-4 UAC).
5)THIS PERMIT MAY NOT BE THE ONLY AUTHORIZATION NEEDED TO DRILL A WELL. The
applicant is responsible for obtaining other permits/authorizations from federal agencies, other state agencies,
and/or local jurisdictions as applicable. Moreover, if the applicant is not the landowner, it is the applicants
responsibility to ensure that approvals/permissions have been obtained to trespass and drill a well(s) on the
property. THIS PERMIT DOES NOT GIVE AUTHORIZATION TO TRESPASS ON PRIVATE
PROPERTY.
NOTE: Please be aware that your permission to proceed with the drilling under this authorization expires
November 27, 2025.
Sincerely,
Jim V. Goddard, P.G., Well Drilling Program
JG:ep
1594 West North Temple, Suite 220, PO Box 146300, Salt Lake City, UT 84114-6300
telephone [phone] - facsimile [phone] - www.waterrights.utah.gov
APPLICANT CARD for Non Production Well Application: 2516001M00
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. EXPIRATION DATE: November 27, 2025
OWNER/APPLICANT: _____________________________________________________________________________ Energy Solutions LLC
MAILING ADDRESS: ______________________________________________________________________________ 299 South Main St Ste 1700, Salt Lake City UT 84111
PHONE NUMBER: ________________________________________________________________________________ --
WELL LOCATION: ________________________________________________________________________________ You are authorized to drill 7 Monitor wells. SEE BELOW.
WELL UTM COORDINATES: ________________________________________________________________________
WELL ACTIVITY: NEW(X) REPLACE( ) REPAIR( ) DEEPEN( )
WELL COMPLETION DATE: ________________________________________________________________________
NAME OF DRILLING COMPANY/LICENSEE: __________________________________________________________
_______________________________________________________7/14/25__________________________
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
Monitor WELL LOCATIONS: 7
(1) N 453' E 1064' from S4 Cor, S29, T 1S , R 11W, SLB&M (2) N 169' W 367' from E4 Cor, S32, T 1S , R 11W, SLB&M
(3) N 652' W 37' from SE Cor, S29, T 1S , R 11W, SLB&M (4) N 316' W 48' from SE Cor, S29, T 1S , R 11W, SLB&M
(5) N 36' W 1066' from SE Cor, S29, T 1S , R 11W, SLB&M (6) S 205' E 749' from N4 Cor, S32, T 1S , R 11W, SLB&M
(7) N 619' W 15' from E4 Cor, S32, T 1S , R 11W, SLB&M
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:
6/25/2025
Direct Push Services (License #807)
DRILLER (START) CARD for Non Production Well Application: 2516001M00
IMPORTANT: THIS CARD MUST BE RECEIVED BY THE DIVISION OF WATER RIGHTS PRIOR TO THE BEGINNING OF WELL
CONSTRUCTION. EXPIRATION DATE: November 27, 2025
START CARDS FOR MULTIPLE LOCATIONS MAY *** NOT *** BE SUBMITTED ONLINE.
PLEASE REFER TO THE INSTRUCTIONS BELOW FOR SUBMITTING BY *PHONE, FAX, OR EMAIL.
OWNER/APPLICANT: _____________________________________________________________________________ Energy Solutions LLC
MAILING ADDRESS: ______________________________________________________________________________ 299 South Main St Ste 1700, Salt Lake City UT 84111
PHONE NUMBER: ________________________________________________________________________________ --
WELL LOCATION: ________________________________________________________________________________ You are authorized to drill 7 Monitor wells. SEE BELOW.
WELL UTM COORDINATES: ________________________________________________________________________
WELL ACTIVITY: NEW(X) REPLACE( ) 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
Monitor WELL LOCATIONS: 7
(1) N 453' E 1064' from S4 Cor, S29, T 1S , R 11W, SLB&M (2) N 169' W 367' from E4 Cor, S32, T 1S , R 11W, SLB&M
(3) N 652' W 37' from SE Cor, S29, T 1S , R 11W, SLB&M (4) N 316' W 48' from SE Cor, S29, T 1S , R 11W, SLB&M
(5) N 36' W 1066' from SE Cor, S29, T 1S , R 11W, SLB&M (6) S 205' E 749' from N4 Cor, S32, T 1S , R 11W, SLB&M
(7) N 619' W 15' from E4 Cor, S32, T 1S , R 11W, SLB&M
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: PROCESS DATE:
6/9/26
6/20/2025
807 Direct Push Services, llc
5/27/2025
REQUEST FOR NON-PRODUCTION WELL CONSTRUCTION
UTAH DIVISION OF WATER RIGHTS
(for wells deeper than 30 feet)
Well Type (check one):
Test ( ) Monitoring ( ) Cathodic Protection ( ) Closed Loop Heat Exchange* ( )
Piezometer ( ) Inclinometer ( ) Dewatering ( ) Other
*This form cannot be used for open loop heat exchange wells. A non-consumptive use water right application must be filed for open loop heat exchange wells.
Applicant/Owner Name:
Mailing Address:
Project Address:
Contact Person:Phone:
Proposed Start Date:Anticipated Completion Date:
Well Driller Name & License #:Proposed # of Wells:
PROPOSED LOCATION OF WELLS:County:Area:
NO./SO.
DISTANCE
(feet)
EAST/WEST
DISTANCE
(feet)
SECTION
CORNER SECTION TOWNSHIP RANGE BASE DIAMETER
(inches)
DEPTH
(feet)
PROPERTY
PARCEL
NUMBER
Use back of form or additional paper if more room is needed. If providing well locations in latitude/logitude or
UTM coordinates, please also provide the map datum used (e.g., NAD27, NAD83, WGS84, etc.).This form must
be completed and signed by the owner/applicant and not by the licensed driller.
EXPLANATORY:
Signature of Applicant Date(attesting to completeness & accuracy)
FOR OFFICE USE ONLY
Approved By:Approval Date:Non-Production Well No.:
Request for Non-Production Well
X
EnergySolutions LLC
299 South Main Street Suite 1700 Salt Lake City, UT 84111
Interstate 80 Exit 49 Grantsville, UT 84029
Mat Schon 801-649-2060
06/09/2025 06/27/2025
DIRECT PUSH SERVICES, LLC (807)7
Tooele 16
N 619 W 15 E4 32 1S 11W SL 2 42 04-101-A-0005
N 169 W 367 E4 32 1S 11W SL 2 42 04-101-A-0005
N 652 W 37 SE 29 1S 11W SL 2 45 04-100-J-0001
N 316 W 48 SE 29 1S 11W SL 2 45 04-100-J-0001
N 36 W 1066 SE 29 1S 11W SL 2 45 04-100-J-0001
N 453 E 1064 S4 29 1S 11W SL 2 45 04-100-J-0006
S 205 E 749 N4 32 1S 11W SL 2 45 04-100-A-0005
5/20/2025

ATTACHMENT B
Well Installation Documents

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4282
4277
4272
4267
MATERIAL DESCRIPTION
[TOPSOIL] (0-2.5') Top soil, silty sand with gravel.
DRY.
[CL] (2.5'-10') Lean clay, ~10% fine sand also silt, soil is firm,
there are zones that are sandier, no odor. (10YR6/2) LIGHT BROWNISH GREY, DRY TO MOIST, Tan grey.
[SM] (10'-11') Silty sand, fine sand.
(10YR5/3) BROWN, DRY, Light brown.
[CL] (11'-19') Lean clay with sand, firm, ~15% dine sand, sand
silt zones ~<4" thick, no odor.
(10YR6/2) LIGHT BROWNISH GREY, MOIST, Grey brown color.
[CH] (19'-27.5') Fat clay with sand, increase in sand from
upper unit ~20-25%, fine sand and silt, no odor.
(5YR4/4) REDDISH BROWN, MOIST, Red brown color.
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[85]
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[80]
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REMARKS WELL
DIAGRAM
Bentonite seal (0'-24' bgs)
GS FORM:
SOIL-5950 WELL LOG
GW-158
Sheet 1 of 2
PROJECT NAME East Side Rotary Investigation
NUMBER SLC1054 GROUND SURF. (FT)4276.559
LOCATION Clive, UT DATUM WGS84 (G1762)
DATE STARTED 06-23-2025 TOP OF CASING 4279.729 ft
DATE COMPLETED 06-23-2025 GWT DEPTH (ft)33.0 (bgs)
CONTRACTOR
EQUIPMENT
DRILL MTHD.
DIAMETER (in.)
LOGGER
Direct Push Services
Geoprobe 7822 DT
Direct Push
2.00
Jessica Welch
NORTHING 13175.47
EASTING 15330.36
COORDINATE SYSTEMWorld Geodetic System 1984 (G1762)CHECKED BY Garrett Rigard
NOTES: 1. After 25 ft, drill can only push 2.5 ft instead of 5 ft due to clay. 2. Well was
installed using a hollow stem-auger with an 8" borehole.
CASING TOP HEIGHT:
3.17 ft CASING TOP ELEV.: 4279.729 ftCASING TYPE: 2" Sch 40 PVC
Geosyntec 0
consultants
215 S State Street, Suite 500Salt Lake City, UT84111
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4257
4252
4247
4242
MATERIAL DESCRIPTION
[CH] (27.5'-35') Fat clay, trace coarse sand, no odor.
(10YR6/2) LIGHT BROWNISH GREY, MOIST, White grey brown mottled with yellow and orange trace coarse sand.
[SM] (35'-36') Silty sand, fine to medium trace coarse sand and gravel, no odor.(10YR7/4) VERY PALE BROWN, WET, Light brown white.
[CH] (36'-41') Fat clay, <10% fine sand, sandier near bottom, firm, no odor.
(10YR5/3) BROWN, MOIST TO WET, Transitions from white to dark brown.
[SM] (41'-45') Silty sand, fine sand, no odor.
(10YR5/3) BROWN, WET, Dark to medium brown and medium mottled
with some yellow spots.
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REMARKS WELL
DIAGRAM
Sand Pack, 10/20 size
(24'-43' bgs)
Well screen: 2" Sch 40 PVC. Slot size: 0.010" (28'-43' bgs)
GS FORM:
SOIL-5950 WELL LOG
GW-158
Sheet 2 of 2
PROJECT NAME East Side Rotary Investigation
NUMBER SLC1054 GROUND SURF. (FT)4276.559
LOCATION Clive, UT DATUM WGS84 (G1762)
DATE STARTED 06-23-2025 TOP OF CASING 4279.729 ft
DATE COMPLETED 06-23-2025 GWT DEPTH (ft)33.0 (bgs)
CONTRACTOR
EQUIPMENT
DRILL MTHD.
DIAMETER (in.)
LOGGER
Direct Push Services
Geoprobe 7822 DT
Direct Push
2.00
Jessica Welch
NORTHING 13175.47
EASTING 15330.36
COORDINATE SYSTEMWorld Geodetic System 1984 (G1762)CHECKED BY Garrett Rigard
NOTES: 1. After 25 ft, drill can only push 2.5 ft instead of 5 ft due to clay. 2. Well was
installed using a hollow stem-auger with an 8" borehole.
Geosyntec 0
consultants
215 S State Street, Suite 500Salt Lake City, UT84111
CASING TOP HEIGHT:
3.17 ft CASING TOP ELEV.: 4279.729 ftCASING TYPE: 2" Sch 40 PVC
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4278
4273
4268
MATERIAL DESCRIPTION
[FILL] (0'-5') Fill, sandy gravel, more clay rich at the bottom, no odor. DRY.
[CL] (5'-12.5') Lean clay with silt, some trace fine sand, no odor.
(10YR6/2) LIGHT BROWNISH GREY, MOIST, Light tan to grey/white,
orange rust colored banding, gradational contact.
[CL] (12.5'-19.5') Lean clay with sand, firm, small lenses of silty sand <
3" thick, no odor.
(10YR5/3) BROWN, MOIST, Light brown to medium brown.
(13.5'-14') Silty sand.
[SM] (19.5'-21') Silty sand, very friable fine sand with some medium
sand, ~20% silt, no odor.
(10YR5/4) YELLOWISH BROWN, MOIST, Light yellowish brown.
[CH] (21'-29') Fat clay, firm, silt and fine sand <10%, no odor.
(10YR5/3) BROWN, MOIST, Light orange brown.
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REMARKS WELL
DIAGRAM
Bentonite seal (0'-24' bgs)
GS FORM:
SOIL-5950 WELL LOG
GW-159
Sheet 1 of 2
PROJECT NAME East Side Rotary Investigation
NUMBER SLC1054 GROUND SURF. (FT)4277.096
LOCATION Clive, UT DATUM WGS84 (G1762)
DATE STARTED 06-24-2025
DATE COMPLETED 06-25-2025
TOP OF CASING 4280.426 ft
GWT DEPTH (ft) 33.0 (bgs)
CONTRACTOR
EQUIPMENT
DRILL MTHD.
DIAMETER (in.)
LOGGER
Direct Push Services
Geoprobe 7822 DT
Direct Push
2.00
Jessica Welch
NORTHING 12771.53
EASTING 14985.76
COORDINATE SYSTEMWorld Geodetic System 1984 (G1762)CHECKED BY Garrett Rigard
NOTES: 1. After 25 ft, drill can only push 2.5 ft instead of 5 ft due to clay. 2. Well was
installed using a hollow stem-auger with an 8" borehole.
CASING TOP HEIGHT:
3.33 ft CASING TOP ELEV.: 4280.426 ftCASING TYPE: 2" Sch 40 PVC
215 S State Street, Suite 500Salt Lake City, UT84111Geosyntec0
consultants
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4253
4248
4243
MATERIAL DESCRIPTION
[CH] (29'-34.5') Fat clay, very plastic, gradational with upper and lower
unit, no odor.
(10YR6/2) LIGHT BROWNISH GREY, MOIST TO WET, Changes from light orange brown to white grey.
(33.5') Silt and fine sand increase.
[CL] (34.5'-36') Sandy lean clay, 35-40% sand (fine to medium),
some minor coarse sand, sub round/round, no odor.
(N8) WHITE, MOIST TO WET, White beige color.
[CH] (36'-44.5') Fat clay with sand, no odor.
(N8) WHITE, WET, White/grey color, mottled with yellow.
(37.5') Slightly coarser.
[SM] (44.5'-45') Silty sand, fine to medium sand, no odor.
(10YR5/3) BROWN, WET, Medium brown.
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[100]
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[100]
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REMARKS WELL
DIAGRAM
Sand Pack. 10/20 size
(24'-43' bgs)
Well screen: 2" Sch 40 PVC. Slot size: 0.010" (28'-43' bgs)
GS FORM:
SOIL-5950 WELL LOG
GW-159
Sheet 2 of 2
PROJECT NAME East Side Rotary Investigation
NUMBER SLC1054 GROUND SURF. (FT)4277.096
LOCATION Clive, UT DATUM WGS84 (G1762)
DATE STARTED 06-24-2025 TOP OF CASING 4280.426 ft
DATE COMPLETED 06-25-2025 GWT DEPTH (ft)33.0 (bgs)
CONTRACTOR
EQUIPMENT
DRILL MTHD.
DIAMETER (in.)
LOGGER
Direct Push Services
Geoprobe 7822 DT
Direct Push
2.00
Jessica Welch
NORTHING 12771.53
EASTING 14985.76
COORDINATE SYSTEMWorld Geodetic System 1984 (G1762)CHECKED BY Garrett Rigard
NOTES: 1. After 25 ft, drill can only push 2.5 ft instead of 5 ft due to clay. 2. Well was
installed using a hollow stem-auger with an 8" borehole.
CASING TOP HEIGHT:
3.33 ft CASING TOP ELEV.: 4280.426 ftCASING TYPE: 2" Sch 40 PVC
215 S State Street, Suite 500Salt Lake City, UT84111Geosyntec0
consultants

ATTACHMENT C
Slug Testing Data
0. 0.0018 0.0036 0.0054 0.0072 0.009
0.01
0.1
1.
Time (day)
Di
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WELL TEST ANALYSIS
Data Set: C:\...\SlugIn_1.aqt
Date: 07/03/25 Time: 10:45:33
PROJECT INFORMATION
Company: Geosyntec
Client: Energy Solution
Project: SLC1119
Test Well: GW-158
AQUIFER DATA
Saturated Thickness: 12. ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (GW-158)
Initial Displacement: 0.436 ft Static Water Column Height: 11.76 ft
Total Well Penetration Depth: 11.76 ft Screen Length: 11.76 ft
Casing Radius: 0.167 ft Well Radius: 0.167 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 1.242 ft/day y0 = 0.306 ft
0. 0.004 0.008 0.012 0.016 0.02
0.01
0.1
1.
Time (day)
No
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WELL TEST ANALYSIS
Data Set: C:\...\SlugOut_1.aqt
Date: 07/03/25 Time: 10:56:47
PROJECT INFORMATION
Company: Geosyntec
Client: Energy Solution
Project: SLC1119
Test Well: GW-158
AQUIFER DATA
Saturated Thickness: 12. ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (GW-158)
Initial Displacement: -0.779 ft Static Water Column Height: 11.76 ft
Total Well Penetration Depth: 11.76 ft Screen Length: 11.76 ft
Casing Radius: 0.167 ft Well Radius: 0.167 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 1.454 ft/day y0 = -0.2984 ft
0. 0.002 0.004 0.006 0.008 0.01
0.01
0.1
1.
Time (day)
No
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WELL TEST ANALYSIS
Data Set: C:\...\SlugIn_2.aqt
Date: 07/03/25 Time: 11:13:13
PROJECT INFORMATION
Company: Geosyntec
Client: Energy Solution
Project: SLC1119
Test Well: GW-158
AQUIFER DATA
Saturated Thickness: 12. ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (GW-158)
Initial Displacement: 0.3733 ft Static Water Column Height: 11.76 ft
Total Well Penetration Depth: 11.76 ft Screen Length: 11.76 ft
Casing Radius: 0.167 ft Well Radius: 0.167 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 1.323 ft/day y0 = 0.3008 ft
0. 0.004 0.008 0.012 0.016 0.02
0.001
0.01
0.1
1.
Time (day)
No
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H
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WELL TEST ANALYSIS
Data Set: C:\...\SlugOut_2.aqt
Date: 07/03/25 Time: 11:15:28
PROJECT INFORMATION
Company: Geosyntec
Client: Energy Solution
Project: SLC1119
Test Well: GW-158
AQUIFER DATA
Saturated Thickness: 12. ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (GW-158)
Initial Displacement: -1.08 ft Static Water Column Height: 11.76 ft
Total Well Penetration Depth: 11.76 ft Screen Length: 11.76 ft
Casing Radius: 0.167 ft Well Radius: 0.167 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 1.455 ft/day y0 = -0.3127 ft
0. 0.002 0.004 0.006 0.008 0.01
0.1
1.
Time (day)
No
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H
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WELL TEST ANALYSIS
Data Set: C:\...\SlugIn_1.aqt
Date: 07/03/25 Time: 11:25:52
PROJECT INFORMATION
Company: Geosyntec
Client: Energy Solution
Project: SLC1119
Test Well: GW-159
AQUIFER DATA
Saturated Thickness: 11.5 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (GW-159)
Initial Displacement: 0.306 ft Static Water Column Height: 11.3 ft
Total Well Penetration Depth: 11.3 ft Screen Length: 11.3 ft
Casing Radius: 0.167 ft Well Radius: 0.167 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 0.7566 ft/day y0 = 0.2678 ft
0. 0.0018 0.0036 0.0054 0.0072 0.009
0.1
1.
Time (day)
No
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H
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WELL TEST ANALYSIS
Data Set: C:\...\SlugIn_2.aqt
Date: 07/03/25 Time: 11:34:04
PROJECT INFORMATION
Company: Geosyntec
Client: Energy Solution
Project: SLC1119
Test Well: GW-159
AQUIFER DATA
Saturated Thickness: 11.5 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (GW-159)
Initial Displacement: 0.288 ft Static Water Column Height: 11.3 ft
Total Well Penetration Depth: 11.3 ft Screen Length: 11.3 ft
Casing Radius: 0.167 ft Well Radius: 0.167 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 0.6664 ft/day y0 = 0.2627 ft
0. 0.004 0.008 0.012 0.016 0.02
0.01
0.1
1.
Time (day)
No
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H
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WELL TEST ANALYSIS
Data Set: C:\...\SlugOut_1.aqt
Date: 07/03/25 Time: 11:34:32
PROJECT INFORMATION
Company: Geosyntec
Client: Energy Solution
Project: SLC1119
Test Well: GW-159
AQUIFER DATA
Saturated Thickness: 11.5 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (GW-159)
Initial Displacement: -0.987 ft Static Water Column Height: 11.3 ft
Total Well Penetration Depth: 11.3 ft Screen Length: 11.3 ft
Casing Radius: 0.167 ft Well Radius: 0.167 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 0.7416 ft/day y0 = -0.2007 ft
0. 0.004 0.008 0.012 0.016 0.02
0.01
0.1
1.
Time (day)
No
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H
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WELL TEST ANALYSIS
Data Set: C:\...\SlugOut_2.aqt
Date: 07/03/25 Time: 11:36:56
PROJECT INFORMATION
Company: Geosyntec
Client: Energy Solution
Project: SLC1119
Test Well: GW-159
AQUIFER DATA
Saturated Thickness: 11.5 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (GW-159)
Initial Displacement: -0.25 ft Static Water Column Height: 11.3 ft
Total Well Penetration Depth: 11.3 ft Screen Length: 11.3 ft
Casing Radius: 0.167 ft Well Radius: 0.167 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 1.262 ft/day y0 = -0.2102 ft