WS0801067_Application_20220303

GMA
The Groundwater Experts
March 3, 2022
Mr. Geoff Kegley
Hydrogeologist
North Carolina Division of Water Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Groundwater Management Associates, Inc.
4300 Sapphire Court, Suite 100
Greenville, North Carolina 27834
Telephone: [phone]
www.omo-nc.com
Apex and Greenville, NC
Re: Water Supply Well Construction Permit Application, Bogue Banks Water Corporation,
Emerald Isle, Carteret County, North Carolina
Dear Mr. Kegley,
Please find enclosed an application for a permit to construct one water -supply well (PW1D) for
the Bogue Banks Water Corporation (BBWC), Carteret County, North Carolina. Groundwater
Management Associates, Inc. (GMA) is working with BBWC to provide professional consulting
services associated with the drilling, construction, and testing of one water supply well at 701
Emerald Drive, Emerald Isle, Carteret County, North Carolina. New water supply well PW1D is
intended to be constructed as a replacement on the same property as the former/abandoned
well PW1. New water supply well PW1D will be constructed in the Middle Castle Hayne Aquifer.
The enclosed permit application includes the GW-22W form, BBWC 2020 Local Water Supply
Plan, a diagram of the proposed well construction, a map detailing location and parcel
information, and a copy of the Well Site Variance Approval letter issued by Heidi Cox with the
NCDEQ Public Water Supply Section.
The water supply well will be constructed of PVC and stainless -steel casing, and stainless -steel
screens, and built according to the North Carolina Well Construction Standards (NCAC 02C).
Casings will be properly grouted to prevent interconnection of the aquifers. Certified Well
Contractor Magette Well and Pump Company (Magette) of Ahoskie, North Carolina will be
contracted to perform the drilling operations, and Magette is ready to begin as soon as we have
a well permit. Our plan is to have Magette begin drilling operations by April 1st, 2022, pending
receipt of the well construction permit. Your help with meeting our proposed timetable would
be appreciated.

Mr. Kegley
Page 2
We trust that the information provided herein is complete and will meet your requirements for
issuing a well construction permit for replacement well PW1D. If you have any questions,
please contact me at the address and phone number on our letterhead.
Best regards,
Groundwater Management Associates, Inc.
Kelley A. Smith, P.G.
Project Hydrogeologist
Enclosures:
Monitoring Well Permit Application Forms
BBWC Local Water Supply Plan (2020)
Proposed Well Construction Diagram
Location and Parcel Map
Carteret County Parcel Data
Well Site Variance Approval Letter
CC: Seola Hill-BBWC

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: March 3, 2022
2. County: Carteret County
FOR OFFICE USE ONLY
PERMIT NO. ISSUED DATE:
3. Applicant: Seola Hill - Bogue Banks Water Corp. (BBWC) Telephone: [phone]
Applicant's Mailing Address: 7412 Emerald Dr, Emerald Isle, NC 28594
Applicant's Email Address (if available): shill boguebankswater.com
4. Contact Person (if different than Applicant): Kelley A. Smith, PG (GMA) Telephone: [phone]
Contact Person's Mailing Address: 4300 Sapphire Ct., Suite 100, Greenville, NC 27858
Contac Person's Email Address (if available): kelley()gma-nc.com
5. Property Owner (if different than Applicant): BBWC (Applicant) Telephone: [phone]
Owner's Mailing Address: 7412 Emerald Dr, Emerald Isle, NC 28594
Owner's Email Address (if available): shill6d�boguebankswater.com
6. Property Physical Address (including PIN Number): 701 Emerald Drive (PIN: 632410456539000)
City: Emerald Isle, NC 28594 County: Carteret Zip Code: 28594
7. Intended use of Well or Well System: Public Water Supply Well (Replacement to the former/abandoned PW1)
(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, replace PW1
(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): 576,000 GPD
10. If adding a well to an existing system, list the existing water supply wells in the existing system and their respective yields:
See attached BBWC Local Water Supply Plan (2020)
W
12
Is this a public well or well system? Yes If yes, give Public Water ID Number: 04-16-028
If yes, give Project Engineer and contact information: John Wise, PE, Groundwater Management Associates [phone]
Well Contractor: Magette Well & Pump Co. Certification No.: 2299
Well Contractor Address: 2342 US 13 S, Ahoskie, NC 27910
PROPOSED WELL CONSTRUCTION INFORMATION
As required by 15A NCAC 02C .0105(f)(7), attach a well
construction diagram of each well showing the following:
a. Borehole and well diameter
b. Estimated well depth
C. Screen intervals
d. Sand/gravel pack intervals
e. Type of casing material and thickness
f. Grout horizons
g. Well Head completion details
2. No. of wells to be constructed in unconsolidated
material:
3. No. of wells to be constructed in bedrock:
4. Total No. of wells to be constructed:
(add answers from 2 and 3)
5. Estimated beginning construction date:
6. Estimated construction completion date:
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 orwell system.
b. All existing wells, identified by type of use, within 500 feet of the proposed well orwell system.
C. The proposed well orwell system.
d. Any test borings within 500 feetof proposed well orwell system.
e. All sources of known or potential groundwater contamination (such as septic tank systems, pesticide, chemical orfuel
storage areas, animal feedlots as defined in G.S. 143-215.1013(5), landfills, orotherwaste disposal areas)within 500 feet
of the proposed well or well system.
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.
Attach any water use permits (if required). [e.g. Central Coastal Plain Capacity Use Area Permit is required in 15 eastern NC
counties by NC Division of Water Resources, visit: http://www.ncwater.org]
SIGNATURES
The Applicant hereby agrees that the proposed well(s) will be constructed in accordance with approved specifications and coed itions of
the Water Supply Well Construction Permitas regulated underthe Well Construction Standards (Title 15A of the North Carolina
Administrative Cpde, Subchapter2C) and accepts full responsibilityforcom pliance with these rules
Executive Director — Bogue Banks Water Corp.
Signature of Applicantor *Agent Title of Applicant or *Agent
Seola Hill `If signing asAgent, attach authorization agreementstating
Printed name of Applicantor "Agent that you have the authority to act as the Agent.
If the property is owned by someone otherthan the applicant, the property owner hereby consents to allow the applicantto construct
water supplywellsas outlined in this Water Supply Well Construction Perm itapplication and thatit shall be the responsibil ityof the
applicantto ensure that the water supplywell(s) conform to the Well Construction Standards (Title 15A of the North Carolina
Administrative Code, Subchapter2C).
Signature of Property Owner (if differentthan Applicant)
Printed name of Property Owner (if differentthan 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, NC 28405
Phone: [phone]
Phone: [phone]
Phone: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
Phone: [phone]
Fax: [phone]
Mooresville Regional, Office
610 East CenterAvenue
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, NC 27105
Phone: [phone]
GW-22W Rev.3-1-2016

3/3/22, 12:53 PM
DWR:: Local Water Supply Planning
Bogue Banks Water Corp
2020
The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our
customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is
completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR
staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the
water system and/or DWR.
1. System Information
Contact Information
Water System Name: Bogue Banks Water Corp
Mailing Address: P.O. Box 4009
Emerald Isle, NC 28594
Contact Person:
Phone:
Secondary Contact
Mailing Address:
Distribution System
Polyvinyl Chloride
Polyvinyl Chloride
Polyvinyl Chloride
Polyvinyl Chloride
Polyvinyl Chloride
Seola Hill
252-354-3307
Telia Galloway
PO Box 4009
Emerald Isle, NC 28594
Line Type
ariy691 5 Bfffyk-]
Ownership: Non -Profit
Title: Executive Director
Cell/Mobile: [phone]
Phone: [phone]
Cell/Mobile: [phone]
Size Range (Inches)
2
3
6
8
12
Complete
Estimated % of lines
10.00 %
5.00 %
62.00 %
20.00 %
3.00 %
What are the estimated total miles of distribution system lines? 84 Miles
How many feet of distribution lines were replaced during 2020? 0 Feet
How many feet of new water mains were added during 2020? 370 Feet
How many meters were replaced in 2020? 1,009
How old are the oldest meters in this system? 15 Year(s)
How many meters for outdoor water use, such as irrigation, are not billed for sewer services? 64
What is this system's finished water storage capacity? 1.5000 Million Gallons
Has water pressure been inadequate in any part of the system since last update? Line breaks that were repaired quickly should not be included. No
No public sewer is available. Only privately owned and run neighborhood systems.
Programs
Does this system have a program to work or flush hydrants? Yes, As Needed
Does this system have a valve exercise program? Yes, Annually
Does this system have a cross -connection program? Yes
Does this system have a program to replace meters? Yes
Does this system have a plumbing retrofit program? No
Does this system have an active water conservation public education program? Yes
Does this system have a leak detection program? No
https://www.ncwater.org/WUDC/app/LWSP/report.php?pwsid=04-16-028&year=2020 1/5

3/3/22, 12:53 PM DWR :: Local Water Supply Planning
Water Conservation
What type of rate structure is used? Increasing Block
How much reclaimed water does this system use? 0.0000 MGD For how many connections? 0
Does this system have an interconnection with another system capable of providing water in an emergency? Yes
2. Water Use Information
aervice Area
Sub-Basin(s) % of Service Population
County(s)
White Oak River (17-1) 100 %
Carteret
What was the year-round population served in 2020? 4,995
What was the seasonal population and months served in 2020? (if applicable) 30,000 ( Jun
Jul Aug Sep )
Has this system acquired another system since last report? No
Water Use by Type
Type of Use Metered Metered
Non -Metered
Connections Average Use (MGD)
Connections
Residential 6,533 1.2330
0
Commercial 130 0.2890
0
Industrial 0 0.0000
0
Institutional 0 0.0000
0
How much water was used for system processes (backwash, line cleaning, flushing, etc.)?
0.3370 MGD
Water Sales
Average
Purchaser PWSID Daily
Sold
(MGD)
Town of Pine Knoll 04-16- 0.0000
Shores 031
3. Water Supply Sources
Monthly Withdrawals & Purchases
Average Daily Max Day
Use (MGD) Use (MGD)
% of Service Population
100 %
Non -Metered
Estimated Use (MGD)
0.0000
0.0000
0.0000
0.0000
Contract Required to Pipe
Days comply with Size(s)
Used water
MGD Expiration Recurring use restrictions? (Inches)
0 0.5000 Yes Yes 6
Average Daily
Use (MGD)
Jan
1.0768
1.8250
May
2.2803
Feb
1.0101
1.2860
Jun
2.2931
Mar
1.1491
1.4930
Jul
3.2290
Apr
1.4565
1.8090
Aug
2.8725
lir
Ground Water
Sources
Average
Daily Withdrawal
Name or
(MGD)
Max Day Withdrawal
Number
(MGD)
MGD
Days Used
1
0.0241
114
0.0650
10
0.2119
238
0.7730
11
0.1652
128
0.7700
12
0.6470
206
1.1380
2
0.0779
141
0.3540
3A
0.2637
146
0.9270
4A
0.4570
239
0.7680
https://www. ncwater.org/W
U DC/app/LWSP/report. php?pwsid=04-16-028&year=2020
Use
Type
Emergency
Max Day
Average Daily
Max Day
Use (MGD)
Use (MGD)
Use (MGD)
3.2460
Sep
2.4573
3.8160
3.3545
Oct
2.0074
2.4380
4.7750
Nov
1.4142
2.2280
3.8390
Dec
1.1551
1.5270
12-Hour
CUA Year
Supply
Reduction Offline
Use Type
(MGD)
0.2160
CUAO
Regular
0.9360
CUAO
0.9360
CUAO
1.7280
CUAO
0.4464
CUAO
1.2816
CUAO
0.9994
CUAO
2/5

3/3/22, 12:53 PM
DWR :: Local Water Supply Planning
5A 0.6028 237
1.0430 1.5826
CUAO
6 0.0721 127
0.3270 0.4464
CUAO
7A 0.2054 253
0.7620 1.2240
CUAO
8 0.4528 229
0.6380 0.5760
CUAO
9 0.0915 118
0.3880 0.4464
CUAO
Ground Water Sources (continued)
Casing Depth
Screen Depth (Feet)(Feet)
Name or Number Well Depth (Feet)
Well Diameter (Inches)
Pump Intake Depth (Feet) Metered?
Top
Bottom
1 283
240
283 4
110
Yes
10 293
214
288 12
100
11 218
98
208 12
91
12 246
166
209 10
156
2 228
175
205 10
140
3A 245
180
240 10
160
4A 220
167
219 10
158
5A 205
155
200 10
130
6 226
192
222 10
140
7A 287
242
282 10
160
8 192
160
192 17
130
9 200
182
200 10
110
Are ground water levels monitored? Yes, Monthly
Does this system have a wellhead protection program? Yes
Water Purchases From Other Systems
Average
Contract
Required to
comply with
Pipe
Daily
Seller PWSID
Days
water
Use
Size(s)
Purchased
Used
use
(Inches) Type
(MGD)
MGD
MGD Expiration Recurring
restrictions?
Town of Pine Knoll 04-16- 0.0000
0
0.5000 Yes
Yes
6 Emergency
Shores 031
Water Treatment Plants
Plant Name PermittedCapacity
(MGDRO
Is Raw
Water Metered? Is Finished Water Ouput
Metered?
Source
Plant 1.5000
Yes Yes
Castle Hayne Aquifer
Well 1 0.2160
Yes Yes
Castle Hayne Aquifer
Well 10 0.9360
Yes Yes
Castle Hayne Aquifer
Well 2&9 Common Header 0.8920
Yes Yes
Castle Hayne Aquifer
Well 3A 1.2810
Yes Yes
Castle Hayne Aquifer
Well 6&11 1.3820
Yes Yes
Castle Hayne Aquifer
Well 7A 1.2240
Yes Yes
Castle Hayne Aquifer
Did average daily water production exceed 80% of approved plant capacity
for five consecutive days during 2020?
No
If yes, was any water conservation implemented?
Did average daily water production exceed 90% of approved plant capacity
for five consecutive days during 2020?
No
If yes, was any water conservation implemented?
Are peak day demands expected to exceed the water treatment
plant capacity in the next 10 years? No
4. Wastewater Information
Monthly Discharges
Average Daily Average Daily Average Daily
Discharge (MGD) Discharge (MGD) Discharge (MGD)
https://www. ncwater.org/W U DC/app/LWSP/report. php?pwsid=04-16-028&year=2020
3/5

3/3/22, 12:53 PM
DWR ::
Local Water Supply Planning
Jan
0.2320 May
0.4140 Sep
0.4660
Feb
0.2300 Jun
0.4530 Oct
0.4280
Mar
0.2300 Jul
0.4340 Nov
0.2370
Apr
0.2320 Aug
0.4560 Dec
0.2300
Bogue Banks Water Corp's 2020 Monthly Discharges
i
o
1 w Avg Daily
LD
aU
CL
c
0
LD
4
p
I
y'*
How many sewer connections
does this system have? 0
How many water service
connections with septic systems does this system have?
6,200
Are there plans to build or
expand wastewater treatment facilities in the next 10 years? Yes
We are planning to build a 2nd Reverse Osmosis Treatment Plant in the next 5 years as soon as we can get additional wells and
a permitted
discharge site.
Wastewater Permits
Permit
Permitted Design Average Annual
Maximum Day
Receiving
Number
Capacity Capacity Daily Discharge
Discharge
Stream
Receiving Basin
(MGD) (MGD) (MGD)
(MGD)
NC0083089
0.6000 0.4800 0.3360
Bogue Sound
White Oak River (17-
1)
5. Planning
Projections
Year -Round Population
Seasonal Population
Residential
Commercial
Industrial
Institutional
System Process
Unaccounted-for
Future Supply Sources
Source Name
Bogue Banks Water Corporation
Demand v/s Percent of Supply
2020
2030
2040
2050
2060
2070
4,995
5,050
5,100
5,150
5,200
5,250
30,000
31,000
32,000
33,000
34,000
35,000
1.2330
1.2400
1.2500
1.2600
1.2700
1.2800
0.2890
0.2900
0.3000
0.3100
0.3200
0.3300
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.3370
0.3400
0.3400
0.3450
0.3450
0.3500
0.0120
0.0900
0.0900
0.0900
0.0925
0.0925
PWSID Source Type Additional Supply Year Online Year Offline Type
04-16-028 Ground 1.0000 2022 Regular
2020 2030 2040 2050 2060 2070
Surface Water Supply 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Ground Water Supply 5.7600 5.7600 5.7600 5.7600 5.7600 5.7600
https://www.ncwater.org/WUDC/app/LWSP/report.php?pwsid=04-16-028&year=2020 4/5

3/3/22, 12:53 PM
Purchases
Future Supplies
Total Available Supply (MGD)
Service Area Demand
Sales
Future Sales
Total Demand (MGD)
Demand as Percent of Supply
lir
DWR:: Local Water Supply Planning
0.0000
0.0000
0.0000
1.0000
1.0000
5.7600
6.7600
6.7600
1.8710
1.9600
1.9800
0.0000
0.0000
0.0000
0.0000
0.0000
1.8710
1.9600
1.9800
32%
29%
29%
0.0000
0.0000
0.0000
1.0000
1.0000
1.0000
6.7600
6.7600
6.7600
2.0050
2.0275
2.0525
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
2.0050
2.0275
2.0525
30%
30%
30%
The purpose of the above chart is to show a general indication of how the long-term per capita water demand changes over time. The per capita water demand
may actually be different than indicated due to seasonal populations and the accuracy of data submitted. Water systems that have calculated long-term per
capita water demand based on a methodology that produces different results may submit their information in the notes field.
Your long-term water demand is 247 gallons per capita per day. What demand management practices do you plan to implement to reduce the per capita water
demand (i.e. conduct regular water audits, implement a plumbing retrofit program, employ practices such as rainwater harvesting or reclaimed water)? If these
practices are covered elsewhere in your plan, indicate where the practices are discussed here.
Are there other demand management practices you will implement to reduce your future supply needs?
What supplies other than the ones listed in future supplies are being considered to meet your future supply needs?
How does the water system intend to implement the demand management and supply planning components above?
Additional Information
Has this system participated in regional water supply or water use planning? No
What major water supply reports or studies were used for planning?
Please describe any other needs or issues regarding your water supply sources, any water system deficiencies or needed improvements (storage, treatment,
etc.) or your ability to meet present and future water needs. Include both quantity and quality considerations, as well as financial, technical, managerial,
permitting, and compliance issues:
The Division of Water Resources (DWR) provides the data contained within this Local Water Supply Plan (LWSP) as a courtesy and service to our
customers. DWR staff does not field verify data. Neither DWR, nor any other party involved in the preparation of this LWSP attests that the data is
completely free of errors and omissions. Furthermore, data users are cautioned that LWSPs labeled PROVISIONAL have yet to be reviewed by DWR
staff. Subsequent review may result in significant revision. Questions regarding the accuracy or limitations of usage of this data should be directed to the
water system and/or DWR.
https://www.ncwater.org/WUDC/app/LWSP/report.php?pwsid=04-16-028&year=2020 5/5

i
i
M
04
N
0
0
N
/
PRODUCTION WELL PW1D
1 Y4" 304/304L SS WATER
LEVEL DROP TUBE STICKUP 2.0' 012" CASING
LAND SURFACE
36"0 BORE HOLE
NEAT CEMENT GROUT
(0'-80' BLS)
1 80
30"0 BLACK STEEL SURFACE CASING
1
+'
CENTRALIZERS @
38', 88', 138', 188', 238'
288', 338', 388', 438', 561'
'
1
CEMENT GROUT
(0'-415' BLS) '
22"0 BORE HOLE
1
14"0 SDR17 PVC I 350'
CERTA—LOK CASING
(0'-350' BLS)
I 354'
415'
1
440'
I '
560'
565'
570'
14"X12"PVC TO
1
SS SPLINE ADAPTER
(350'-351' BLS)
304/304L SS ELBOW
FOR DROP TUBE
@ 354' BLS 1
12"0 SCH40S SS 304/304L CASING '
(351'-440' BLS)
BENTONITE SEAL ; 1
(415'-420' BLS)
1
12"0 50—SLOT
SS SCREEN
(440'-560' BLS)
#3 GRAVEL PACK
(420'-570' BLS)
i
I ,
12"0 SCH10S
CELLAR/TAILPIECE
(560'-565)
LEGEND
VERTICAL SCALE
GMA
SCALE IN FEET
0 25 50
GROUNDWATER MANAGEMENT ASSOCIATES, INC.
File: DRAWINGS/24313
PRODUCTION WELL PW1D
Date: 2/23/22
Project No. 24313
BOGUE BANKS WATER CORPORATION, EMERALD ISLE, NC
Figure: x

Tax Parcel Information:
Carteret County, N . C .
Owner: BOGUE BANKS WATER CORP
Current PIN: 632410456539000
Site Address:
0
Mailing Address:
EMERALD ISLE NC 28594
Legal Description:
CORNER 7TH ST & EMERALD DR
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Tax District: 1556
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Township: WHITE OAK
:��_:�•--� ~tip; � �:�ti�, l _�
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Use: MUNICIPAL EXEMP
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NBHD: 560041
Land Value:
Y
-
Bldg Htd Sq Ft:
Bldg Value:
Bldg Tot Sq Ft: o
�'•"'�`�' Y +
Other Value: Year Built:
Total Value: Noise Level:
Sale Price: AICUZ Zone:
Deeded Acres: 0.309 GIS Acres: 0.302
-
Plat Ref: 8 / 70 Roll Type: E
N
WE
Deed Ref: 314 / 6o Deed Date: o
Bedrooms: Bathrooms:
i in=4i3 ft Printed March=2011
The information displayed by this website is prepared for the inventory of real property found within this jurisdiction and is compiled from recorded deeds, plats, and other public records and data. Users of this information are hereby notified that the aforementioned public primary
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3/3/22, 12:54 PM Carteret County, NC Property Record Card
Carteret County
Property Data
Parcel Number: 632410456539000
Inquiry Date: 3/3/2022
DISCLAIMER: For confirmation of the number of buildings on each parcel, please contact the Carteret County Tax
Office.
Property Info Building Info
PARCEL NUMBER:
632410456539000
BATHS:
OWNER:
BOGUE BANKS WATER CORP
BEDROOMS:
PHYSICAL ADDRESS
0
CONDITION:
MAILING ADDRESS:
PO BOX 4009
EXTERIOR WALLS:
EMERALD ISLE NC 4009 28594
LEGAL DESCRIPTION:
CORNER 7TH ST & EMERALD DR
FLOOR FINISH:
DEED REF:
314-60
FOUNDATION:
PLAT REFERENCE:
8-70
HEAT:
NEIGHBORHOOD:
560041
ROOF COVER:
SALE DATE:
ROOF STRUCTURE:
SALE PRICE:
$0
SQUARE FOOTAGE:
ACREAGE:
0.309
YEAR BUILT:
LAND VALUE:
$259,173
BUILDING VALUE: $0
EXTRA FEATURE VALUE:
$5,133
PARCEL VALUE: $264,306
Sketches
Photos
https://arcgisweb.carteretcountync.gov/PropertyRecordCard/PropertyDetails.aspx?pin=632410456539000 1/1

ROY COOPER
Governor
JOHN NICHOLSON
In terim Secretary
S. DANIEL SMITH
Director
Mr. Chris Carroll
Bogue Banks Water Corp
PO Box 4009
Emerald Isle, North Carolina 28594
Dear Mr. Chris Carroll:
NORTH CAROLINA
Environmental Quality
June 29, 2021
RE: Variance Request; Well Sites
Bogue Banks Water Corp.
Water System No. NCO416028
Carteret County
The Public Water Supply Section received a variance request on May 12, 2021 from
Mr. Seola Hill, Executive Director of Bogue Banks Water Corporation requesting a
variance per 15A NCAC 18C .0203(a)(5) for smaller well lots and reduced separation
distances to buildings and surface water for a replacement well located at the existing well 1 and
seven (7) additional lots to locate three additional wells at the above referenced water system.
The proposed sites were investigated by Mr. Joshua Pack, Engineer II, from the Public
Water Supply (PWS) Section. On June 17, 2021, a meeting to address questions about the
request was held between Public Water Supply Staff (Joshua Pack, Heidi Cox, and Rebecca
Sadosky) and Mr. Seola Hill.
The documentation provided by the water system states that they are unable to
locate a suitable vacant lot within the service area. They state "It is impracticable to find a
qualifying lot given the geography of the island, size and availability of lots, and prices
demanded. We have several existing older well sites with smaller dimensions that have been
safely in use for many years." During the July 171h meeting, Mr. Hill indicated that the Bogue
Banks Water System has an emergency interconnection with the Town of Pine Knoll Shores,
but water from the Town of Pine Knoll Shores is not available for regular use during the time
frame because it is needed to meet their own periods of peak demand.
After reviewing the variance request and meeting with Mr. Hill, we understand
existing Well 1 is experiencing saltwater intrusion believed to be from a crack in the
casing that has not been located and therefore cannot be repaired. The system has
requested approval of a smaller well lot and reduced separation distances in accordance
with 15A NCAC 18C .0203(a)(5) and proposes to drill a new well approximately 15 feet
west of existing Well 1, located at 701 Emerald Drive. The proposed well location for
D_E Q--%� North Carolina Department of Environmental Quallty I Division of Water Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
N
a urq 910.796.7215

replacement of Well 1 will not be in compliance with 15A NCAC 18C .0203(a)(1) or 15A
NCAC 18C .0203(a)(2)(D). The existing Well 1 site, as shown on Attachment 1(Map from
Variance Request Letter), is approved for a replacement well.
We also understand that an additional one or two wells are needed to blend with the
existing wells pumping to the existing Reverse Osmosis Plant (Facility name:
TREATMENT_PLT_WELLS 4A,5A,8,12 and Facility ID: PRO) to lower the overall chloride
levels entering the plant, thereby lowering the pressures, and extending the life of the treatment
system. The existing RO plant produces 37% of the water in the summer and 90% in the winter
for Bogue Banks Water Corp. Without additional wells, the system states it will have to spend
millions of dollars to redo this plant to handle the higher chlorides and resulting elevated
pressure. Four sites were proposed in the variance request letter, but the system has since
stated that only 1 or 2 are needed. Therefore, we are approving the two proposed sites located
at Emerald Landing & Highway 58 and Emerald Landing & Crew Drive in accordance with
15A NCAC 18C .0203(a)(5) and shown on Attachment 2 & 3(Maps from Variance
Request Letter).
In addition, the water system stated that an additional well site is needed to supply a
proposed RO plant that is being constructed to help mitigate intermittent problems with
TTHMs in the eastern end of the service area. Three sites were proposed in the variance request
letter, but the system stated that one new well site is needed to supply the proposed new RO
Plant. The system stated that the variances were needed for the same reasons as stated in the
second paragraph above. Therefore, the proposed site located at 7101-7109 Emerald Landing
is approved in accordance with 15A NCAC 18C .0203(a)(5) and as shown on Attachment
4(Map from Variance Request Letter).
The documentation provided supports that it is impracticable, taking into
consideration feasibility and cost, for this water system to locate well sites that meet the
requirements of 15ANCAC 18C .0203(a)(1), 15A NCAC 18C .0203(a)(2)(D), 15A NCAC
18C .0203(a)(2)(E) or another approved source of water. The new wells are necessary to
continue to meet the existing demands of the current customers during peak summer
day demand.
In accordance with 15A NCAC 18C .0203(a)(5), the four well lots as
described above are approved for new wells to replace existing Well 1 located at 701
Emerald Drive, to supplement blending of the water pumping to the existing RO Plant,
and to supply a proposed new RO plant to assist in compliance with TTHMs.
Note, the approval of the above four sites for proposed wells is valid until
June 25, 2023. If plan approval and authorization to construct are not issued by
the PWS Section as specified in 15A NCAC 18C .0301-.0309 by June 29, 2023, the
variance granted in this letter is void and the water system will need to submit a
new variance request.
D E QJ� North Carolina Department of Environmental Quality I Division of Water Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
v T;�GAFOi
910.796.7215

This PWS Section "Variance Request approval' letter does not address other
agency applicable rules and requirements pertaining to well construction and
registration.
Local county well construction rules and ordinances may include additional
requirements.
Well construction must meet the standards specified in the Well Construction
Standards (15A NCAC 2C). Be aware that these rules require a permit to be obtained
from the Water Quality Regional Operations Section of the Division of Water
Resources before the wells are constructed if it is anticipated that the new wells will be
part of a water system with a design capacity of 100,000 gallons per day or greater. In
addition, these rules require that the wells be constructed by a properly certified well
driller. For more information contact the Water Quality Regional Operations Section at
919-807-6300 or https://deg.nc.gov/about/divisions/water-resources/water-resources-
permits/wastewater-branch/ground-water-protection/well-prop am.
If the wells are located in the Central Coastal Plain Capacity Use Area and are
projected to supply more than 100,000 gallons per day, they must be permitted prior to
construction by the Ground Water Management Branch of the Division of Water
Resources. For more information call 919-707-9008 or go to:
hnp://www.ncwater.org/PermitsandRegistration/Capaciiy Use/CentralCoastalPlain/
Please do not hesitate to contact me if you have questions or require additional
information.
Heidi Lane Cox
Regional Engineering Supervisor
Public Water Supply Section
Fayetteville & Wilmington Regional Office
attachments
CC: Central Files, Public Water Supply Section
Joshua Pack, WiRO Public Water Supply Section
Mr. Seola NIL Bogue Banks Water Corp.
Carteret County Health Department
Morella Sanchez -King, Environmental Program Supervisor,
Water Quality Regional Operations
Mike Ranck-DWR Ground Water Management Branch Chief
D E Q�� North Carolina Department of Environmental Quality i Division of Water Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension Wilmington, North Carolina 28405
ft�ft
NORTH c FIOLI .

Attachment 1
701 Emerald Dr —Well 1
1.. i►.: Ail
C
We currently have a well on this site (W1 Red X). It was our first well and pre -dates size regulations. This is a low
producing well (roughly 125gpm) and has been experiencing saltwater intrusion from ground water. We believe there is
a crack in the casing somewhere that we cannot find or repair. Being that we've had the well established for so many
years, we would like to move over to the West (left) 15' and drill a new well (Blue +). We already had the well videoed
and repair one spot in the pipe that we could find. It did not resolve the issue. We will have to abandon the well
completely if we cannot redrill to the side. Blue line is 100' radius around proposed new well. The site is 20' above sea
level and not in a flood zone. We would like to request a variance on the 100' distance to redrill this well on site.

Attachment 2
Emerald Landing and Hwy58
I
This lot is along the main drag in Emerald Isle on Hwy58/Emerald Drive between a major commercial business,
Transportation Impact, and a major grocery store, Publix. The blue circle is the 100' radius with the blue cross being the
proposed well site. The land elevation is 10' above sea level and it is not in a flood zone. We are asking for a variance on
the control area. Lot width is 150', so we will need a variance down to 75' radius around the wellhead. Site would be
used for the existing RO plant.

Attachment 3
Emerald Landing and Crew Dr
This lot is similar to the previous one, large enough size but needs a variance from the water. While this lot is more
wooded, it has the same elevations in near crew drive and then tapers off to the waterline. There is no seawall on this
lot. We'd like to request a variance on the 100' water setback on this site as well. Blue line is 100' radius around
proposed new well (Blue +). I split the difference between the property edge and waterline. Any other variation on
location will work for us as well. The well site is 14' above sea level and is not in a Flood Zone. We would like to request a
variance to the setback from groundwater at this site. Site would be used for the existing RO plant.

Attachment 4
7101 to 7109 Emerald Dr
This lot is comprised of 5 parcels and is 150' x 425' x 146'x 150'. The blue circle is a 100' radius. The well site is 24' above
sea level and not in a flood zone. The well could be placed anywhere inside the lot East to West (left to right). We would
like to request a variance on the controlled space around the well head. This is in a neighborhood and a change to the
restrictive covenants will be needed to allow use. Site would be used for the new RO plant.