WQ0002708_Wrenn Road Background Monitoring Well Installation Report_20191108

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hdrinc.com
November 19, 2019
Mr. Rick Bolich
NC Department of Environmental Quality
Division of Water Resources
Water Quality Regional Operations Section
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
NC Dept of Environmental Quality
NOV 2 0 2019
Raleigh Regional Office
Re: Ground Water Monitoring Plan
Permit No. WQ0002708
City of Raleigh Wrenn Road Facility Wastewater Irrigation System
Wake County, North Carolina
Dear Mr. Bolich,
On behalf of the Public Utilities Department I Raleigh Water, we are submitting the attached
Installation and Testing of Background Wells report prepared by Eagle Resources, P.A., under
subcontract to HDR. This report was prepared to satisfy requirements of the Ground Water
Monitoring Plan for the Wrenn Road Facility Wastewater Irrigation System Package, submitted to
NC DEQ DWR in February 2019, and approved in April 2019,
Should you have any questions, please do not hesitate to call us at 919-232-6657.
Sincerely,
HDR Engineering Inc. of the Carolinas
Chris Brown, PE
Project Manager
Enclosures
cc: Chris Phelps, Public Utilities Department I Raleigh Water
Dennis Lassiter, Public Utilities Department I Raleigh Water
Whit Wheeler, Public Utilities Department I Raleigh Water
Eric Lappala, Eagle Resources
Samantha Black, HDR
Manish Bhandari, HDR
555 Fayetteville Street Suites 900 & 210, Raleigh, NC 27601-3034
[phone]

Chris Brown, P.E.
HDR
555 Fayetteville Street t ci, Fnviron,1U-ntal Quality
Suite 900 N� n�P
Raleigh, NC I'?
27601
1 ] /08/19 Kaleigh Kegioaal Office
Subject: Wrenn Road Background Monitoring Well Installation Report
Dear Chris;
This letter transmits the updated data and information from my observations of the installation and
testing of the four background monitoring wells at the Wrenn Road facility. These wells were installed
as part of the monitoring program to establish background concentrations of Fe, Mn, and As in
groundwater in accordance with the monitoring plan documented in our report dated February 2017 and
approved by the NC Division of Water Resources, Raleigh Regional Office (NCDWR RRO). This
update includes the results of turbidity testing on PMW-3 and PMW-4 that was conducted on 11/06/19
at your request.
Sincerely yours,
Eric G. Lappala, P.E., P.H.
Attachment: Well Installation Report?
Eagle Resources, P.A.
215 West Moore Street, Southport, NC 28461
919-345-1013 www.eagieresources.com

Installation and Testing of Background Wells
City of Raleigh Wrenn Road Facility, Garner, NC
Prepared for:
HDR
and
City of Raleigh
Public Utilities Department
September 25, 2019
(Updated 11/08/19)
���194`rfr1f f
I
Eric G, Lappala, P.E., P.H.
rj e
EAGLE RESOURCES, P.A.
215 WEST MOORE STREET
SOUTHPORT, NC 28461

Table of Contents
Introduction........................................................................................................................... 1
WellInstallation..................................................................................................................... 1
TurbidityTesting.................................................................................................................... 2
PumpTesting......................................................................................................................... 4
SamplingProtocol Recommendations.................................................................................... 5
Attachment 1 Photos and Description of Drill Cutting Samples .............................................. 7
PMW-1................................................................................................................................... 7
Attachment2 Well Completion Records.................................................................................11
Attachment3 Pumping Test Analysis Curves..........................................................................15
Figures
Figure 1.-- Locations of Installed Background Monitoring Wells..................................................6
Tables
Table 1.-- Well Completion Information......................................................................................... I
Table 2.-- Turbidity measurements in PMW-1...............................................................................2
Table 3.-- Turbidity measurements in PMW-2...............................................................................2
Table 4.-- Turbidity measurements in PMW-4...............................................................................3
Table 5.--Pumping and recovery test analysis results.....................................................................5
e

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Introduction
This report documents the installation, turbidity testing, water level measurements, and estimated aquifer
hydraulic parameters for four wells installed at the Wrenn Road facility. These wells were installed to be
used as part of the program' that has been approved by NC DWR to establish background concentrations
of iron (Fe), Manganese (Mn), and Arsenic (As) to use as alternatives to the NC 2L groundwater standards
for these constituents. The locations of these wells are shown on Figure 1 and were determined by GPS
by Eagle Resources.
Well Installation
The wells were all installed by Geologic Exploration of Statesville, NC under the direction and contract
to HDR. The installation dates and completion information provided by driller are shown in Table 1. At
the direction of Eagle Resources, all wells were drilled and completed with depths that extended at least
into the Partially Weathered Rock (PWR) that underlies the soil and saprolite at all locations. All wells
were drilled with a GeoprobeTm track -mounted drill rig that had the capabilities for both down -hole air -
percussion (Air) and hollow -stem auger (HSA) methods.
Units
Well
ID
PMW-1
PMW-2
PMW-3
PMW-4
Date Drilled
8/13/19
8/14/09
8/26/19
8/13/19
Drill Method
HSA
HSA
HSA
Air/ HSA
Drill Diameter
In
10/6
8
8
8
Depth
Ft
43
20
16
74
Screen Top Depth
Ft
33
10
6
64
Screen Bottom Depth
Ft
43
20
16
74
Sand Pack Top Depth
Ft
31
8
4
61
Sand Pack Bottom Depth
Ft
` 43
20
16
74
Bentonite Top Depth
Ft
1 29
6
3
58
Bentonite Bottom Dept
Ft
31
8
4
61
Grout Top Depth
Ft
0
0
0
0
Grout Bottom Depth
Ft
29
6
3
58
Static Water Level Depth Driller
Ft
22
5
2
22
Stickup
Ft
3.0
3.0
3.7
2.9
Depth to Water from TOC (8/26/19)
Ft
23.63
7.99
7.60
20.22
Table I. Well Completion h fbrmution.
Well PMW-4 was installed to the completed depth using Air but HSA was used to complete the well as
the open hole caved at a depth of approximately 22 feet. All other wells were installed using the HSA
method. Completion of all wells was accomplished by installation of screen, casing, sand pack, bentonite,
and grout as the HSA was removed. Grout was installed by pumping with a tremie pipe to assure no
bridging.
All wells were developed by the driller by surging and pumping with a submersible pump until the pump
discharge was visibly clear.
Soil samples were collected by either the driller or Eagle Resources at 5 to 10-foot intervals or significant
Eagle Resources, 2017: Proposed Monitoring Plan to Establish Background Concentration of Iron and Manganese at the
Wrenn Road Sprayfields Wake County, NC.
1

change in the visual appearance of drill cuttings during drilling. The sample descriptions and photos of
the sampled materials are shown in Attachment 1. The logs of materials encountered by the driller and
well construction details are included in the Well Completion Records (Forms GW-3) and are included as
Attachment 2.
Turbidity Testing
Wells PMW-1, PMW-2, and PMW-4 were tested for turbidity during pumping on August 26, 2019 by
Eagle Resources. PMW-3 was not tested because it was bit installed prior to the time turbidity testing
equipment having to be returned. However, turbidity testing in this well was completed on 11/06/19 as
discussed below. Pumping was conducted by Geologic Exploration using a downhole submersible pump.
Turbidity measurements were made on samples collected during pumping with a Hanna HI 98703 Portable
Turbidimeter. For wells PMW-1 and PMW-2, pumping continued until the turbidity readings became
stable or were less than 5 NTU. Well PMW-4 was cycled between pumping and recovery in an attempt
to produce stable and low turbidity readings. Pumping rates were determined by using a bucket of known
volume and a stopwatch.
Turbidity readings and chart for each well are shown in Tables 2, 3, and 4.
Well
Pumping Time
Turbidity
Pumping Rate
Minutes
NTU
GPM
PMW-1
5
524
0.94
9
21.4
1 0.94
13
5.47
0.94
20
2.79
0.94
25
1.38
0.94
30
1.05
0.94
1000
z 100
n 10
Table 2.-- Turbidity measurements in PMW-1.
Well
Pumping Time
Turbidity
Pumping Rate
Minutes
NTU
GPM
PMW-2
2
210
1.41
6
22.9
1.41
10
7.95
1.41
21
4.86
1.41
25
5.78
1 1.41
35
5.57
1.41
40
4.64
1.41
1000
0
z 100
10
Table 3.-- Turbidity measurements in AVRV--2.
PMW-1
10 20 30 40
Pumping Time, Minutes
PMW-2
10 20 30 40 50
Pumping Time, Minutes
2

Well
Pumping Time
Turbidity
Pumping Rate
Minutes
NTU
GPM
PMW-4
2
610
0.84
5
484
0.84
9
394
0.6s
17
368
0.56
24
216
0.56
29
254
0.56
38
pump off
50
pump on
51
184
0.76
57
174
0.60
65
136
0.53
75
213
0.56
80
442
0.56
83
462
M56
PMW-4
1000
E-
Z
Y 100
'v
i
10
0 20 40 60 80 100
Table 4.-- Turbidity measin•emenls in PMT 4.
Pumping Time, Minutes
On 11/06/19 PMW-3 and PMW-4 were tested for turbidity using a portable downhole submersible pump
and a portable turbidity meter. Pumping from PMW-3 was continuous at an estimated 1 gpm. Pumping
from PMW-4 was cyclic as the measured depth to water in the well was 22.55 feet below the top of casing
and only 25 feet of discharge line was available and after approximately 10 seconds of pumping the water
in the well was drawn down below the pump intake. Consequently, samples were taken after the well was
allowed to recover for approximately 15 seconds. The turbidity readings for these tests are shown in
Tables 5 and 6.
Well
Pumping Time
Turbidity
Pumping Rate
Minutes
NTU
GPM
PMW-3
(11/06/19)
1
46.6
nm
5
22.5
nm
10
8.01
nm
15
5.06
nm
20
6.54
nm
25
1.67
nm
30
3.05
nm
PMW-3 (11/06/19)
100
F-
z
10
i6
1
0 10 20 30
Pumping Time, Minutes
Table 5.-- Resides of tin•bidin• lesting on PMW-3 on IL 06119.
40
3

Well
Pumping Cycle
Turbidity
Pumping Rate
No
NTU
GPM
PMW-4
(11/06/19)
2
39.3
nm
3
33
nm
4
31.3
nm
5
25.6
nm
6
18.7
nm
7
25
nm
8
18.9
nm
9
26.9
nm
10
28.7
nm
D
z
too
10
PMW-4 (11/06/19)
Table 6. Results gI'turhidity testing on PMW--4 on 11106119,
Pumping Cycle
Based upon the turbidity readings in PMW-1, PMW-2, and PMW-3 it appears that purging these wells for
at least 30 minutes of continuous pumping should achieve levels consistent with the sampling and analysis
protocol recommended in the approved monitoring program of 10 NTU or less.
The initial turbidity readings in PMW-4 did not stabilize and were not as low as potentially may be
achieved. Subsequent testing on 11/06/19 showed that pumping from the top of the water column in the
well was approximately stable at 20 NTU. Because the dedicated air-lift pump in this well is set at the
bottom of the well, it is recommended that this well be further developed by air-lift pumping and surging
and additional turbidity measurements made if this low level is not observed while purging before
sampling. .
Pump Testing
Although it was not required as part of the approved monitoring program, water level changes during
pumping and recovery cycles of PMW-1, PMW-2, and PMW-4 were recorded by manual measurements
with an electric water level sounder and with a downhole recording transducer that was read at the surface
(In -Situ LevelTrollTM 400).
These water level changes and the corresponding pumping rates were used to evaluate the transmissivity,
hydraulic conductivity, and storage properties of the formation sections in which the wells were screened.
The water level and pumping data were analyzed using AgteSOLVTM. The results are summarized in
Table 5. The analysis curves for both the Theis and Neuman analysis methods for unconfined aquifers
are presented as Attachment 3.
4

Well ID
Units
PMW-1
PMW-2
PMW-3
PMW-4
formation thickness, b
ft
21
15
No test
52
Pumping rate(s), Q
oz
18
18
18
gal
0.140625
0.140625
0.140625
sec
9
6
15
min
0.15
0.1
0.25
gpm
0.94
1.41
0.56
Aquifer type
Unconfined
Unconfined
Method
Theis
Theis
Transmissivity, T
ft^2/d
1 32
162
1.5
Hydraulic conductivity, K
ft/d
1.5
10.8
0.029
Storage Coefficient, S
Dim
8.00E-05
0.0025
0.0056
Vertical to Horizontal K, Kz/Krj
Dim
1
1
1
Neuman
Neuman
Neuman
Transmissivity, T
ft^2/d
7.2
131
1.07
Hydraulic conductivity, K
ft/d
0.34
8.73
0.02
Storage Coefficient, S
Dim
0.0091
0.0035
0.02
Table 7—Pumping and recovery test analysis results.
Sampling Protocol Recommendations
Sampling protocol should meet the requirements of the approved background sampling program for the
site as documented on page 14 of the approved report (footnote 1). Documentation of sampling should
use the spreadsheet developed by HDR.

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Attachment 1 Photos and Description of Drill Cutting Samples
r
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CS _—
PMW-1
PMW-1
Depth, Ft
Description
Color
0 -5
Reddish Brown Sandy Soil
10 YR 3/4
Orange Brown Coarse
5-10
sandy saprolite
2.5 YR 6/8
Tan saprolite some PWR
10 - 15
fragments, moist
5 YR 6/4
Tan saprolite - sandy clay
15 -20
very moist
10 YR 7/4
Clayey silt slightly sandy
20 - 25
saprolite - saturated
10 YR 7/4
25 - 35
Sample not saved
Clayey silt slightly sandy
35 - 40
saprolite - saturated
10 YR 7/4
Sample from airlift
Weathered Rock, Mica,
and small quartz
40 - 45
fragments
5 YR 6/4
Id

PMW-2
PMW-2
Depth, Ft
Description
Color
Brown to tan silty sand
5
soil and saprolite
10 YR 7/4
Dark brown sandy
saprolite minor rock
10
fragments, moist
10 YR 2/2
Dark brown sandy
saprolite minor rock
15
fragments, moist
10 YR 2/2
Dark Brown to green
brown sandy saprolite
20
minor mica
10 YR 2/2

f •
'_, a� ,
PMW-3
PMW-3
Depth, Ft
Description
Color
Dark Brown organic sandy
5
saprolite minor mica
5 YR 2/2
Dark brown sandy
saprolite, large rounded
pebbles abundant mica
10
flakes moist to saturated
5 Y 4/4
Dark brown sandy
saprolite minor rock
15
fragments saturated 1
10 YR 2/2
0

u
C --r
W 3,^
erg A
.fil Z P
r
PMW-4
PMW-4
Depth, Ft
Description
Color
Reddish Brown Sandy Soil,
0 -5
dry
2.5 YR 2/8
Orange Brown Coarse
10
sandy saprolite, dry
10 YR 4/6
Dark tan to orange brown
15
sandy saprolite dry
5 YR 4/4
Tan saprolite - sandy clay
20
very moist to saturated
10 YR 6/6
Tan saprolite - sandy clay
25
very moist to saturated
10 YR 6/6
Tan saprolite - sandy clay
30
very moist to saturated
10 YR 6/6
Clayey silt slightly sandy
35
saprolite - saturated
10 YR 5/4
Weathered to partially
40
weathered rock drier
5 YR 6/4
Weathered to partially
45
weathered rock very moist
10 YR 4/4
Weathered to partially
50
weathered rock saturated
10 YR 4/4
10

ease & wc,65
Attachment 2 Well Completion Records
11

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JOHNNY BURR
Well Contractor Name
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable wed construction permits (.e. County, State, Variance, etc.)
3. Well Use (check well use):
Agricultural
Geothermal (Heating/Cooling Supply)
Indu strial/Comin ercial
`,on Water Supply
Aquifer Recharge
Aquifer Storage and Recovery
Aquifer Test
Experimental Technology
Geothermal (Closed Loop)
Geothermal (Heating Cooling
4. Date Well(s) Completed
❑Nfunicipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
Subsidence Control
Tracer
Other (explain under #21 1
08/14/19 Well ID# PMW-1
5a. Well Location:
WRENN ROAD WASTE WATER PLANT
Facility/Owner Name Facility ID? (if applicable)
8828 WRENN ROAD GARNER 27529
Physical Address, City, and Zip
WAKE
County
Parcel Identification No. (PIN)
Sb. Latitude and Longitude in degrees/minutestseconds or decimal degrees:
(if well field, one W/long is sufficient)
350 38' 20.87" N 780 34' 59.72" W
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ElNo
Ifthis is a repair, fill out brown well construction information and explaln the nature ofthe
repair under #21 remarPs section or on the back ofthis form.
8. Number of wells constructed: 1
For multiple injection or non -water supply wells ONLY with, the same eonsfMc&n, you can
submit one form.
9. Total well depth below land surface: 43.0 (ft.)
For multiple wells idst all depths dfdd11erent (example- 3(,200'and 2(D100)
10. Static water level below top of casing: 22.0 00
I,' waf:r level is above casing, use "+"
For Internal f se ONL1
14. WATER ZONES
FROM TO I DESCRIPTION
ft. ft
ft. ft.
15. OUTER CASING (for multi cased wilt) OR LINER (if ncable
FROM TO �D- THICKNESS 1lIATERIAL
ft. fLtn.
16. INNER CASING OR TITHING(geothermal closed -too )
FROM TO DIAMETER I THICKNESS MATERIAL
0.0 fL 33.0 ft. 2.0 i"' I SCH 40 PVC
CL ft. in.
17. SCl LEEN
FROM TO DIAA=ER SLOT SIZE THICKNESS 1%MTERIAL
33.0 ft. 43.0 fL 2.0 in' .010 SCH 40 PVC
ft. CL in.
19. GROUT
FROM I TO IIIATERIAL Er1•IPLACEIvIENT METHOD S AMOUNT
0.0 fL 29.0 rt' voan_moae+roN"e SLURRY
M ft.
ft. ft.
19. SANDdGRAVEL PACK 017applicable)
FROM TO MATERIAL EMPLACEMENT METHOD
31.0 fL 43.0 ft' 20-40 FINE SILICA SAND
ft. ft.
20. DRILLING LOG (attach additional sheets if news )
FROM TO DESCRIPTION (color, hardness, sonfrock type, grain size, etc)
0.0 fL 1.0 ft. GRAVEL
1.0 ft. &0 n. ORANGE SANDY CLAY
6.0 fL 40.0 ft. BROWN SILTY CLAY
40.0 fL 43.0 f- BROWN ROCK
ft. ft.
CL ft.
fL ft.
21. REMARKS
BENTONITE SEAL FROM 29.0 TO 31.0 FEET
22. Certification: ?-Or/ 09/05/19
Signature of Certified Well Contractor Date
4 signing this form, I hereby cer6f4 that the well(s) was (were) constructed in accordance
with 15.4 NCAC 02C .0100 or I SA NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For all Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699.1617
11. Borehole diameter: 10.0/6.0 (in) 24b. For Iniection Wells: In addition to sending the form to the address in 24a
AUGER/AIR above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Vlrater Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699 1636
13a. field (gpm) Method of test: 24c. For Water Supply & Iniection Wells: In addition to sending the form to
the address(es) above. also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW 1 North Carolina Department of Environment and Natural Resources - Division of Water Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JOHNNY BURR
Well Contractor Name
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (.e. County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
❑ Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
Supply Well:
0mon
❑ Aquifer Recharge
❑ Aquifer Storage and Recovery
❑ Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (HeatinR/Cooline Return
4. Date Well(s) Completed:
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑Other (explain under #21 1
08/14/19 Well ID# PMW-2
5a. Well Location:
WRENN ROAD WASTE WATER PLANT
Facility/Owner Name Facility ID # (if applicable)
8828 WRENN ROAD GARNER 27529
Physical Address, City, and Zip
WAKE
County
Parcel Identification No. (PIN)
5b. Latitude and Longitude In degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
350 38' 20.87" N 780 34' 59.72" W
6. Is (are) the wll(s): ®Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or KtNo
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section ur on the backofthis form.
S. Number of wells constructed: 1
For multiple injection or non water supply wells ONLY with the same consfmclion, you can
submit one form.
9. Total well depth below land surface: 20.0 (ft.)
For multiple wellslist all depths ifdifferent (example- 3W00'and 2@100)
10. Static water level below top of casing: 5.0 (ft.)
If water level is above casing, use "+"
11. Borehole diameter: 10.0/6.0 _(in.)
AUGER/AIR
For Internal Use ONLY:
14. WATER ZONES
FROM TO I DESCRIPTION
ft. ft.
rt. rt.
15. OUTER CASING for malt! -cased w OR LINER ticable
FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TIIBING thermal closed-loo
FROM TO DIAMETER THICKNESS MATERIAL
0.0 rt. 10.0 ft- 2.0 in. SCH 40 PVC
ft. ft. In.
17. SCREEN
FROM TO DIAMETER SLOT SIZE THICKNESS IYLATERIAL
10.0 rt. 20.0 ft- 2.0 In. .010 SCH 40 PVC
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD &AMOUNT
0.0 ft. 6.0 rt. SLURRY
rt. ft.
ft. ft.
19. SAND/GRAVF.L PACK appileghlt
FROM TO MATERIAL EMPLACEMENT METHOD
8.0 ft- 20.0 rt- 20-40 FINE SILICA SAND
ft. ft.
20. DRILLING LOG attach additlonal sheets If necessary)
FROM TO DESCRIPTION color, hardness wiVmck t in siz etc.)
0.0 ft. 5.0 ft- BROWN SANDY CLAY/ROCKS
5.0 rt 9.0 It. BROWN PWR
9.0 f4 20.0 rt. BROWN ROCK
ft. M
rt. tt.
It. ft.
ft rt
21. REMARKS
BENTONITE SEAL FROM 6.0 TO 8.0 FEET
22. Certification:
os/o5/1 s
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 1 SA NCAC 02C .0100 or 1 SA NCAC 02C .0200 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699 1617
24b. For Infection Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form OW-1 North Carolina Department of Environment and Natural Resources Division of Water Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JOHNNY BURR
Well Contractor Name
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (i.e. County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
Non -Water Supply Well:
❑ Aquifer Recharge
❑Aquifer Storage and Recovery
❑ Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
4. Date Well(s) Completed:
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑ Groundwater Remediation
❑ Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑Other (explain under #21 1
08/27/19 Well ID# PMW-3
5a. Well Location:
WRENN ROAD WASTE WATER PLANT
Facility/Owner Name Facility ID# (if applicable)
8828 WRENN ROAD GARNER 27529
Physical Address, City, and Zip
WAKE
County
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one tat/long is sufficient)
350 38' 20.87" N 780 34' 59.72" W
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or EINo
Ifthis is a repair, fill out known well construction information and explain the nature cfthe
repair under #21 remarks section or on the back ofthis form.
S. Number of wells constructed: 1
For multiple injection or non-watersupply wells ONLY with the same construehbn, you can
submit one form.
9. Total well depth below land surface: 16.0 (rt.)
For multiple wells list all depths ifdifferent (example- 3@200'and 2@100)
10. Static water level below top of casing: 2.0 (ft.)
Ifwater level is above casing, use "+"
11. Borehole diameter: 10.0 (in.)
AUGER
For Internal Use ONLY:
14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CANG for mDnased w ORLcable
HNSFROM T
MATERIAL
ft. ft. I in.
16. INNER CASING OR TUBING(geothermal closed -loop)
FROM TO DLk=ER THICKNESS I MATERIAL
0.0 IL 6.0 ft. 2.0 "' SCH 40 PVC
M ft in.
17. SCREEN
FROM TO DrAMETER SLOT SIZE TMCKNESS MATERIAL
6.0 ft- 16.0 ft. 2.0 in. 010 SCH 40 PVC
ft. ft. I in.
18. GROUT
FROM TO MA'rERrer. EMPLACEMENT METHOD&AMOUNT
0.0 rt. 3.0 ft. wauaaacwire SLURRY
ft. ft.
ft. a.
19. SA-OWGRAVEL PACKapplicable)
FROM TO MATERIAL EMPLACEMENTMETHOD
4.0 ft- 16.0 "' 20-40 FINE SILICA SAND
rt. ft.
20. DRILLING LOG attach additional sheets if nece
FROM TO DESCRIPTION color, hardness millrock type, gritin she,etc.)
0.0 IL 10 ft. BROWNBLACKTOPSOIL
1.0 rL 4.0 ft- BROWN/WHITE SAND
4.0 M 16.0 IL BROWN ROCK
ft. ft,
ft. ft.
ft. ft.
It. ft.
21. REMARKS
BENTONITE SEAL FROM 3.0 TO 4.0 FEET
22. Certification:
09/05/19
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 1 SA NCAC 02C .0100 or I5A NCAC 02C .02017 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699 1617
24b. For Infection Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: consWction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Quality, Underground Infection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Carolina Department of Environment and Natural Resources Division of Water Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JOHNNY BURR
Well Contractor Name
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
List all applicable well construction permits (.e. County, State, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
❑ Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Indu str i al/Comm erc ial
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (HeatinefCooline
4. Date Well(s) Completed:
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑Other (explain under #21
08/14/19 well m# PMW-4
5a. Well Location:
WRENN ROAD WASTE WATER PLANT
Facility/Owner Name Facility ID# (if applicable)
8828 WRENN ROAD GARNER 27529
Physical Address, City, and Zip
WAKE
County
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees. minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
350 38' 20.87" N 780 34' 59.72" W
6. Is (are) the well(s): laPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or Kl No
Ifthis is a repair, fill out known well construction Information and explain the nature ofthe
repair under #21 remarks section or on the back ofthis form.
S. Number of wells constructed: 1
For multiple injection or non-watersupply wells ONLY with the same construction, you can
submit one form.
9. Total well depth below land surface: 74.0 (ft.)
For multiple wells list all depths ifdifferent (example- 3W00'and 2@100)
10. Static water level below top of casing: 22.0 (ft.)
Ifwater level is above casing, use "+"
For Internal Use ONLY:
14. WATER ZONES
FROM TO I DESCRIPTION
ft. ft.
n. ft.
15. OUTER CASING for TUM-cased wells ORLINER applicable)
FROM TO DIAMETER THICKNESS MATERIAL
ft. It. In.
16. INNER CASING OR TIIHING otherntal closed -loop)
FROM TO DIAMETER THICKNESS MATERIAL
0.0 rt. 64.0 rt. 2.0 lD' SCH 40 PVC
ft. It. in.
17. SCREEN
FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
64.0 it. 74.0 ft• 2.0 in. .010 SCH 40 PVC
ft. ft. I n.
19. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
0.0 ft. 58.0 rt. SLURRY
ft. ft.
ft. ft.
19. SANDlGRAVEL PACK applicable)
FROM TO MATERIAL E2MPLACEMENT METHOD
61.0 "' 74.0 rt. 20-40 FINE SILICA SAND
ft. ft.
20. DRII.LING LOG attach additional sheets If nett
FROM TO DESCRIPTIONculur hardne sotVmckt in siz etc.)
0.0 ft. 1.0 ft- BROWN SAND
1.0 ft- 8.0 ft TAN/ORANGE CLAY
8.0 rt. 62.0 rt. TAN/BROWN SANDY CLAY
62.0 it- 74.0 rt. BROWN ROCK
ft. ft.
fL ft.
rt. ft.
21. REMARKS
BENTONITE SEAL FROM 58.0 TO 61.0 FEET
22. Certification:
09/05/19
Signature of Certified Well Contractor Date
By signing this form, I hereby certify that the wells) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 01C .0100 Well Construction Standards and that a
copy ofthis record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699 1617
11. Borehole diameter: i 0.0/6.0 (in) 24b. For Infection Wells: In addition to sending the form to the address in 24a
AUGER/AIR above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Infection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-I North Carolina Department of Environment and Natural Resources Division of Water Quality Revised Ian. 2013

WS ►i'exarces
Attachment 3 Pumping Test Analysis Curves
15

10.
11
u
zi
V
Data Set:
Date: 08/27/19
Company: Eagle Resources
Client: CORPUD
Location: Wrenn road
Test Well: pmw-1
Test Date: 8/25/19
Saturated Thickness: 21. ft
Pumnino Wells
100.
Time (sec)
1000.
WELL TEST ANALYSIS
Time: 08:48:48
PROJECT INFORMATION
AQUIFER DATA
WELL DATA
Well Name
X ft
Y ft
PMW-1
0
0
Aquifer Model: Unconfined
T = 7.156 ft2/day
Sy=O_5
1.0E+4
Observation Wells
Well Name
X ft
Y ft
❑ PMW-1
0
0
SOLUTION
Solution Method: Neuman
S = 0.009562
9 = 0.01761

10.
0
Data Set:
Date: 08/27/19
100. 1000.
Time (sec)
WELL TEST ANALYSIS
Time: 09:21:45
PROJECT INFORMATION
Company: Eagle Resources
Client: CORPUD
Location: Wrenn road
Test Well: pmw-2
Test Date: 8/26/19
AQUIFER DATA
Saturated Thickness: 15. ft
1A/CI 1 r%ATA
Pumnino Wells
Well Name
X ft
Y ft
PMW-2
0
0
Aquifer Model: Unconfined
T = 130.9 ft2/day
Sy = 0.006212
1.0E+4
Observation Wells
Well Name
X ft
Y ft
❑ PMW-2
0
0
SOLUTION
Solution Method: Neuman
S = 0.003477
B = 0.0003113

iR
C
N
E
a�
U
a
y
5i
100.
10.
10.
u
u
100.
Time (sec)
1000.
WELL TEST ANALYSIS
Data Set:
Date: 08/27/19 Time: 10:03:50
PROJECT INFORMATION
Company: Eagle Resources
Client: CORPUD
Location: Wrenn road
Test Well: pmw-4
Test Date: 8/26/19
AQUIFER DATA
Saturated Thickness: 50. ft
1A/9=I I neTe
Pumnina Wells
Well Name
X ft
Y ft
PMW-4
0
0
Aquifer Model: Unconfined
T = 1.071 ft2/day
Sy=O_5
1.0E+4
Observation Wells
Well Name
X ft
Y ft
PMW-4
0
0
SOLUTION
Solution Method: Neuman
S = 0.01199
9 = 0.0001824