WS0801065_Application_20220210

North Carolina Department of Environmental Quality
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
('o sign&Consultancy
ornatur
/aRGaDIS Ilatand
built assets
RECENED/NCDENR/DWR
FEB 0 7 2022
water Quality Regional
Operadona8KTIp
wllmtnglon Regknal Of 9
Arcadia G&M of North Carolina,
Inc.
801 Corporate Center Drive
Suite 300Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
Subject:
Application for Permit to Construct a Water Supply Well
General Electric — Wilmington, NC ENVIRONMENT
To Whom it May Concern: Date:
Please find enclosed for your review a completed application for permit to February 3, 2022
construct one new water supply well (WW-21) at the General Electric Company Contact:
(GE) facility located at 3901 Castle Hayne Road in Wilmington, North Carolina. Matthew Pelton
The new well will be added to an existing process water supply system already in
operation at the facility. The enclosed well construction diagram provides the Phone:
intended construction detail for the new water supply well. Wellhead completion 919.415.2308
will be within a well house according to the attached specifications.
Email -
If you have any questions about the information contained in this application, Matthew.Pelton
please feel free to call me at 919.415.2308. @arcadis.com
Our ref:
Sincerely, AP013123
Arcadia G&M of North Carolina, Inc. ARCADIS G&M of North Carolina, Inc.
NC Engineering License # C-1869
yv o� fty_ _ NC Surveying License # C-1869
Matthew Patton, P.E.
Principal Environmental Engineer
Copies-
T. Best, General Electric Company
Drew Holbrook, General Electric Company
A. Hagemeister, Arcadis
DWQ Transmittal Lener_February 2022 Page:
1 /1

NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - DIVISION OF WATER RESOURCES
APPLICATION FOR PERMIT TO CONSTRUCT A WATER SUPPLY WELL OR WELL SYSTEM
(Wells or Well Systems with a Design Capacity of 100,000 Gallons Per Day or Greater)
PLEASE TYPE OR PRINT CLEARLY
In accordance with the provisions of Article 7, Chapter 87, General Statutes of North Carolina and regulations pursuant thereto,
application is hereby made for a permit to construct water supply wells.
1. Date: 2/3/2022 FOR OFFICE USE ONLY
,^r
2. County: New Hanover PERMIT NO. V" OU 10 ISSUED DATE: Z
3. Applicant Todd Best (General �Ell�ectric Company) Telephone: [phone]
Applicant's Mailing Address: O( 3gW Castle Havne Rd Wilmington NC 2840
Applicant's Email Address (if available): [e-mail]
4. Contact Person (if different than Applicant): _ Matt Patton (Arcadis) Telephone: [phone]
Contact Person's Mailing Address: 5420 Wade Park Boulevard Suite 350Raleioh NC 27607
Contac Person's Email Address (if available): [e-mail]
5. Property Owner (it different than Applicant): --Sams as Applicant Telephone: .
Owner's Mailing Address:
Owner's Email Address (il available):
6. Property Physical Address (including PIN Number):. 3901 Castle Havre Rd (PARIV R01700.001.001.000)
City_ Wilmington County:_New Hanover Zip Code: 28429
7. Intended use of Well or Well System: Facility process water supply well
(examples: Irrigation, consumption, etc.)
8. Will the proposed water supply well or well system replace or be added to an existing well or well system? Yes
(If yes, complete questions 7 and 8) (If no, complete question 7 and then skip to question 9)
9. Total design capacity of proposed well or well system in gallons per day (gpd): 1.376 640
10. If adding a well to an existing system, list the existing water supply wells in the existing system and their respective yields:
11, Is this a public well or well system? No If yes, give Public Water ID Number:
It yes, give Project Engineer and contact information:
12. Well Contractor: Chip Lefever (Parratt-WoIN Inc) Well Contractor Certification No.: 2480-A
Well Contractor Address: _P.O. Box 1029. 501 Millstone Drive, Hillsborough NC 27278
PROPOSED WELL CONSTRUCTION INFORMATION _.
SEE ATTACHED FIGURE 2
1. As required by 15A NCAC 02C .0105(f)(7), attach a well
construct on diagram of each well showing the following: 2. No. of wells to be constructed in unconsolicaled
a. Borehole and well diameter material: 1
b. Estimated well depth 3. No. of wells to be constructed in bedro,;r%: p
C. Screen Intervals 4. Total No. of wells to be constructed: _ 1
d. Sand/gravel pack intervals (add answers from 2and 3)
e. Type of casing material and thickness 5. Estimated beginning construction date: April 1 2022
g. Well Head completion details
I. Grout d 6. Estimated construction completion date: dune 30 202-2- --
co
Continued on Reverse

ADDITIONAL INFORMATION
As required by 15A NCAC 02C .0105(f)(5), attach a scaled map of the site showing the locations of the following
a. All property boundaries, at least one of which is referenced to a minimum of two landmarks such as Identified roads,
intersections, streams, or lakes within 500 feet of the proposed well or well system.
b. All existing wells, identified by type of use, within 600 feel of the proposed well or well system.
C. The proposed well or well system.
d. Any test borings within 500 feet of proposed well or well system.
e. All sources of known or potential groundwater contamination (such as septic tank systems, pesticide, chemical or fuel
storage areas, animal feedlots as defined in G.S. 143-215.1OB(5), landfills, or other waste disposal areas) within 500 feet
of the proposed well or well system. SEE ATTACHED FIGURE 1
2- As required by 15A NCAC 02C .0105(g)(3), for wells screened in multiple zones or aquifers, provide representative data on the
static water level, pH, specific conductance, and concentrations of sodium, potassium, calcium, magnesium, sulfate, chloride,
and carbonates from each aquifer or zone from which water is proposed to be withdrawn. NOT APPLICABLE
3. Attach any water use permits (if required). [e.g. Central Coastal Plain Capacity Use Area Permit is required in 15 eastern NC
counties by NO Division of Water Resources, visit: http://www.ncwater.orgl NOT APPLICABLE
SIGNATURES
The Applicant hereby agrees that the proposed well(s) will be constructed In accordance with approved specifications and conditions of
the Water Supply Well Construction Permit as regulated under the Well Construction Standards (Title 15A of the North Carolina
Administrative Code, Subchapter 20) and accepts full responsibility for compliance with these rules
,A- A-
Slgnature of Applicant or'Agent
Todd Best
Printed name of Applicant or *Agent
Senior Property Management Staff Manager
Title of Applicant or 'Agent
' It signing as Agent, attach authorization agreement stating
that you have the authority to act as the Agent.
If the property is owned by someone other than the applicant, the property owner hereby consents to allow the applicant to construct
water supply wells as outlined in this Water Supply Well Construction Permit application and that it shall be the responsibility of the
applicant to ensure that the water supply well(s) conform to the Well Construction Standards (Title 15A of the North Carolina
Administrative Code, Subchapter 2C).
Signature of Property Owner (if different than Applicant) Printed name of Property Owner (if different than Applicant)
DIRECTIONS
Please send the completed application to the appropriate Division of Water Resources' Regional Office
Asheville Regional Office
Raleigh Regional Office
Wilmington Regional Office
2090 U.S. Highway 70
3800 Barrett Drive
127 Cardinal Drive Extension
Swannanoa, NC 28778
Raleigh, NC 27609
Wilmington, NO 28405
Phone: [phone]
Phone: [phone]
Phone: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NO 28301-5094
Phone: [phone]
Fax: [phone]
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Washington Regional Office
943 Washington Square Mall
Washington, NO 27889
Phone: [phone]
Fax. [phone]
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, NC 27105
Phone: [phone]
Fax: [phone]
GW-22W Rev 3-1-2016

Table 1 - Process Water Supply Well Yields
GE - Wilmington, NC
Well ID
Yield
(gpm)t
RW-1
7
RW-2
6
RW-3
16
RW-4
33
WW-1A
40
W W-4A
24
W W-6
86
W W-8A
35
W W-9A
41
W W-10A
50
WW-11
62
W W-12
109
WW-13
121
W W-14
36
WW-15
184
W W-16
30
W W-17
20
WW-18
6
WW-19
15
W W-20
20
1. Maximum sustainable yields provided. Actual
pumping rates are typically lower.

CEMENT - BENTONTE GROUT —
APPROXIMATE POTE4710NETRIC
SURFACE 21 ft bps
Q STAINLESS STEEL CENTRALIIDtS
12 (PLACED AT 20. 40. 65. AND 80 ft bSx)�
0
• SURFACE COMPLETION TO INCLUDE AN
APPROXIMATE tY x 14' CONCRETE SLAB
AND APPROXIMATE tO x 12' WELL HOIJM
-GROUND SURFACE
14-INCH BOREHOLE SILTY SAND
12-INCH DIAMETER SCHEDULE 00 STEEL CONDUCTOR CAGING
(SURFACE TO B07TON OF OD4nNING LAYER)
SEMI -CONFINING
- CEMENT - BEN1ONIlE GROUT UNIT
N-INCH DIAMETER SCHEDULE 40 STAINLESS STEEL
CAGING (0-60 ft b2a)
BENTONITE SEAL
(54 TO 57 ft)
NOMINAL 10-INN BOREHOLE
o.01s-INCH SLOT Catipwous SANDY/SILTY CLAY
MIRE -WRAP 6-INCH DIAMETER 001
STAINLESS STEEL WELL SCREEN AND LIMESTONE
B
(60 to PO ft bp)
k
3 rj
6TMNLEM STEEL CENTRAU2BR5
RO
(PLACED AT 20, 40, 65. AND SO N bqe)
GRADED FILTER SANE) (DGI /1 OR
lr
EQUIVALENT. (57 to 95 ft b2x)
5-FOOT SUMP (JOHNSON 004
WOUND SCREEN WITH BAIL
NOT TO SCALE
NOTE:
1. PROPOSED WELL CONSTRUCTION FOR WW-21
CONSISTENT WITH RECENTLY INSTALLED WW-16
THROUGH -20. SPECIFIC DEPTHS TO BE DETERMINED
BASED ON FIELD OBSERVATIONS DURING DRILLING.
GE WILMINGTON
WILMINGTON, NORTH CAROLINA
PROPOSED WW-21
WELL CONSTRUCTION DETAIL
FIGURE
AARCADIS 2

12'-1 3/8"
36" X 36"
SLIDER
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VENT
WITH COVER
36' 80" ENTRY
ITH O
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SECURITY
WINDOW 100w GLOBE
AND GAURD
12"X12"
VENT
WITH COVER
36" X 36"
SLIDER
NOTES:
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