20210609_Brunswick_Public_Utilities

BRUNSWICK COUNTY PUBLIC UTILITIES
OPERATIONS CENTER
MAILING ADDRESS
POST OFFICE Box 249
BOLIVIA, NORTH CAROLINA, 28422
250 GREY WATER ROAD NE
SUPPLY, NORTH CAROI INA 28452
June 3.2021
Mr. David Miller, State Mining Specialist
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
TFLEPHONI
[phone]
Fu
[phone]
RE: Application for a New Surface Mining Permit — Jones Holdings, LLC
East of the Intersection of SR1500 (Midway Road) and NC-211 (Southport -Supply Road)
Dear Mr. Miller:
Reference is made to a new surface mining permit filed with your office on May 4, 2021, to allow
Jones Holdings, LLC a new surface mining permit to mine sand on 139.8 acres located 1.8 miles
south from the intersection of SR 1500 (Midway Road) and NC-211 (Southport -Supply Road). The
property is locally known as Tax Parcels 20400048, 20400011, 20400012, 20400013, and 20400014
and is zoned Commercial Low Density (CLD).
Per the Brunswick County Unified Development Plan, neither a Class I nor a Class II Mining
Operation is currently permitted in this zoning district. As a result, the applicant currently has
requested rezoning from CLD to CI -CZ (Commercial Intensive Conditional Zoning). The request
has been tabled by the applicant with the intent of moving the rezoning request forward in the next
months.
By way of background, the proposed mine sits within the Wellhead Protection Area for the Brunswick
County Water System, ID #04-10-045. The water system has 14 wells near the proposed area with
several wells (5) having a zone of influence that overlaps the proposed mining property. These wells
are an integral part of supplying quality drinking to over 120,000 full-time residents and over 200,000
seasonal visitors. The Castle Hayne aquifer that underlies this area is considered by many to be
shallow (<200') and very porous. Several wells in the vicinity of this property have well screens
starting at only 60'-70' below surface depth. The Wellhead Protection Plan that was developed with
guidance from the Division of Environmental Quality lists sand mines as higher hazards to the water
quality within the aquifer (Attachment C). The mine could have unduly adverse effects on potable
groundwater supplies that the water treatment plant is not equipped to mitigate.
OQJ�SYIICK CpGy jl
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We are also concerned mining operations may violate standards of surface water quality or
groundwater quality that have been promulgated by the Department of Environmental Quality. There
are a number of specific concerns listed below that have not yet been addressed by the applicant and
we believe need to be resolved. However, the most significant are that the application does not
reference the mine being in the wellhead protection area, does not acknowledge the fact that one of
the wells is on the property (see question 3C), and does not reference the professional opinion of Mr.
Jones' own consultant who stated in a letter dated May 18, 2021. (Attachment A) that "there does
appear to be the potential for an impact to one or more nearby county water supply wells due to the
operation and expansion of the sand mine on the property."
Specific Concerns for the May 5th Mining Application
1. Under Section A. GENERAL CHARACTERISTICS OF THE MINE - Question No. 4.a. the
applicant states the expected maximum depth of the mine to be 35 FT. However, in a letter
dated May 18, 2021, Mr. Jones' representative states the existing sand pit has a total working
depth of 40 FT below land surface, suggesting the mine is already below 35 FT (Attachment
A pg. 2). The applicants previous Reclamation Plan for the sand pit listed the expected depth
of the excavation to be 18-20 FT (Attachment B). On the applicant's previous mining permit
application from April 2020, the applicant states the maximum depth of the mine to be 10 FT.
The apparent inconsistencies need clarification and a specific maximum depth specified so
that the potential impacts to the wells can be properly evaluated.
2. Under Section C. PROTECTION OF NATURAL RESOURCES - Question 1. Part 8 says the
applicant will maintain all stormwater runoff flow into the excavation pit. Brunswick County
is concerned this may impact the Castle Hayne Aquifer that is used as a primary drinking
water source for the Brunswick County Water System. If indeed there is no confining layer
as suggested in Attachment A, there is a likelihood for contamination of the aquifer. The 211
Water Treatment Plant (211 WTP) may not be able to mitigate the impacts of a contaminated
aquifer.
3. Question 3.c. The application does not note the fact that there is an active public water supply
well on the property that lies within the permit boundaries or that the mining operation lies
within the Wellhead Protection Area. There is also no report on the impact that dewatering
will have on the public water supply well field.
4. Question 5.a. The application states that there will be a 40 FT natural buffer between the
mining activity and the property line. The public water supply well buffer (100 FT) may be
compromised by mining activities. fuel storage, diesel pumps, etc., and should be included
within the application.
5. Question 6.b. The method of final stabilization noted in the detail drawing C2 instructs the
contractor to use fertilizer as a soil amendment when seeding the slopes. Fertilizer is listed
as a higher risk potential contamination source for groundwater PWS systems in the Wellhead
Protection Plan pg. 50 (Attachment C). As noted above, there may be no confining layer. The
211 WTP may not be able to mitigate this type of contamination.

6. Question 7. The application fails to take into account the public water supply well enclosure
that is within the applicants property line at the northeast corner.
7. Question 12. Per the applicant's dewatering plan, the dewatering pump may store a significant
amount of fuel with no secondary containment under the pump. Brunswick County is
concerned a fuel spill may contaminate the water in the excavation which may contaminate
the aquifer. Brunswick County is concerned the applicant has not submitted a Spill Prevention
Control and Countermeasures plan. As noted above, there may be no confining layer.
8. Under Section D. RECLAMATION PLAN - question 1. The application says the excavation
will be used as a private pond. However, the owner has suggested the site be used as a public
park by either Brunswick County or the Town of St. James. The ultimate use of the property
could have additional impact on the public water supply.
9. Question 7. The applicant lists the use of fertilizer per the plans sheet C2. The applicant
recommends 750lbs per acre of 10-10-10 fertilizer be used. As noted previously, fertilizer is
listed as a higher risk potential contamination source for groundwater PWS systems in the
Wellhead Protection Plan pg. 50 (Attachment C) and there may be no confining layer. The
211 WTP may not be able to mitigate this type of contamination.
We respectfully request that the impact mining activity would have on the public water supply be
considered and if it is detrimental to the water supply that the permit be modified and or denied so as
to protect this vital resource for all of Brunswick County.
Sincerely,
Glenn Walker,
Water Resources Manager
ikmg
Enclosures: A - Reservoir & Recharge Plan for Wells 2021
B - R-3324 Balfour Pit Reclamation Plan
C - Brunswick County Wellhead Protection Plan 2021
CC: Jerry Yarbrough, NCDOT Roadside Environmental Field Operations Engineer
Alex Stewart, NCDOT Resident Engineer
Jeffrey Poupart, Water Quality Permitting Section Manager
Bob Midgett, Public Water Supply Section Manager

Robert Christian Reinhardt, PG
Geology • Hydrogeology • Environmental Science
Registered Hazardous Waste Site Manager
7620 Mine Valley Road, Raleigh, North Carolina 27615
[e-mail] Cell #: 919-604-8589
May 18, 2021
Submitted via Electronic Mail to [e-mail]
Malcolm Jones, CEO
Ultimate Communities, LLC
150 Santiago Drive
Jupiter, FL 33458
Re: Brunswick County Sand Mine Development
Wellhead Protection/recharge and Reservoir Potential
NC Hwy 211, Southport, NC
Dear Mr. Jones:
Pursuant to your request, I have compiled the following information concerning the
potential impact of sand mine development on your property (JHT Tract)(Figure 1 and
Figure 2) on several Brunswick County water supply wells. I visited the site on April 23,
2021 to familiarize myself with the spatial relationship of the county wells to your
proposed project and determine any impact from the existing sand pit on the property.
I reviewed the Brunswick County Well Head Protection Plan and spoke with Mr. Glenn
Walker, the Water Resources Manager for the County. In addition, I have reviewed the
Well Records (GW-1 forms) for the County wells and the Sediment Boring Analysis
reports prepared for you by Land Management Group (LMG). With this letter report, I
am presenting my impressions and opinions concerning the site along with maps and
photos in support.
Based on my reviews, there does appear to be the potential for an impact to one or
more nearby county water supply wells due to the operation and expansion of the sand
mine on the property. Based on the borehole logs and well records for the site, there
does not appear to be a confining or restrictive layer of sediment between the surface
sands and the shell beds/limestone (Castle Hayne Aquifer) in the area of the proposed
sand mine. The Castle Hayne Aquifer comprises the county water supply zone. This
conclusion is only applicable to the immediate area around the project site where
subsurface information was available.

Brunswick County Sand Mine Development
Well Head Protection/Recharge and Reservoir Potential
NC Hwy 211, Southport, NC
May 18, 2021
Page 2
In addition to the logs and records reviewed, I observed water levels in the existing
sand pit and on adjacent properties. Information provided to me indicates the total
working depth of the existing sand pit was approximately 40 feet below land surface
(BLS) and that the county well system has lowered the original potentiometric surface
of the Castle Hayne aquifer by approximately 40 to 50 feet (personal communication —
Glenn Walker). The water level in the sand pit was approximately 12 feet to 14 feet BLS
indicating there may be a hydraulic connection between the bottom of the sand pit and
the top of the aquifer the County draws from. The water level in a shallow pond (depth
not known) on an adjacent property was approximately 3 feet to 4 feet below land
surface (Figure 3).
Observation of the shallow sediments in the sidewall of the sand pit showed there does
appear to be a layer of restrictive sediments within 5+/- feet of land surface but lower
sediments appear to be unconsolidated, medium to fine grained sands. Borehole logs
for soil borings done at the site indicate the fine to medium grained sands extend to
approximately 40 feet BLS and grade into a slightly clayey fine to very fine sand with
shell fragments to a depth of 58 feet. There does not appear to be sufficient silts or
clays in this zone to form a confining or restrictive layer. At 58 feet BLS, the deep
boring encountered the top of a dense weathered limestone which delineates the upper
Castle Hayne Aquifer. This aquifer serves as part of the Brunswick County water supply.
Based on the County Well Head Protection Plan (WHPP), there are five (5) County
water supply wells whose Well Head Protection Areas (WHPAs) overlap the site property
boundaries. Water supply well #1 is actually located at the northeast corner of the
property. Well #11 is located approximately 1,500 feet southwest of the property. Wells
#12 and #12A are located 2,600 and 3,600 feet, respectively, from the northwest
corner of the property. And well #15 lies approximately 5,000 feet north of the site
(Figure 4).
In conversations with County officials, concerns were raised as to the possibility of
adverse impact to the nearby wells resulting from the development of a larger sand
mine on the property. The concern appears to have some validity based on the lowered
water table in the existing pit and the borehole logs showing a lack of a restrictive
aquitard between the surficial aquifer and the limestone aquifer. A review of the well
record for Well #1 from the WHPP and a deep borehole log prepared by LMG indicates
the immediate area around Well # 1 and the proposed sand mine is anomalous to the
greater Wellhead Protection Area. Table 1 (below) summarizes the seven well records
that were included in the WHPA and shows that there are significant confining layers in
all but Well #1. The confining layers are characterized as dense gray to blue clay and
range in thickness from 10 feet in Well #16 to 42 feet in Well #8. The thickness of
these clay layers would be sufficient to restrict flow from the surficial aquifer to the

Brunswick County Sand Mine Development
Well Head Protection/Recharge and Reservoir Potential
NC Hwy 211, Southport, NC
May 18, 2021
Page 3
lower aquifer. Figure 5 shows the well locations relative to the subject property and
gives an estimate of the limited extent of the area without a restrictive zone.
Table 1: Brunswick County Well Details
(From available NCDENR Form GW-1 - Well Records)
(wells listed are the only records available in the County WHPP)
Well Daily
Well
Borehole
Confining
Confining
Depth to
Date
Screen
Drilling
Well #
Yield
Total
Total
Unit
Unit
Top of
Drilled
Interval
Contractor
(GPD)
Depth
Depth
Depth
Thickness
Aquifer
WSW-1
4/25/75
240,000
174'
264'
8' —10'
2'
90,
901-
Heater
170'
Well
WSW-8
6/5/75
950,000
160'
250'
4'-46'
42'
59'
65'-
Heater
150'
Well
WSW-
9'-20'
11'
60'-
Heater
7/15/75
300,000
114'
120'
S7
30'-50'
20'
12A
110,
Well
WSW-15
7/3/75
570,000
129'
260'
37'-68'
31'
69'
75'-
Heater
125'
Well
WSW-16
5/2/81
730,000
155'
155'
30'-40'
10,
60'
63'-
Skippers
153'
Drilling
64'-
Skippers
WSW-19
4/27/81
300,000
150'
150'
25'-40'
15'
62'
144'
Drilling
19'-30'
11'
Skippers
WSW-6A
3/3/09
365,000
175'
198'
75'
76'-96'
65'-73'
8'
Drilling
County officials have stated that they would consider granting approval for a larger pit if
it could be shown that there was no adverse impact to the Castle Hayne Aquifer. Based
on my recent observations and document review, it is apparent the existing sand pit
already has a connection to the aquifer and there has been no mention that this
connection has had any impact on the county wells. Given that the hydraulic connection
already exists, I and my client would ask that the County consider another approach to
resolving the permitting issue on the subject property.
The development of a sand mine on the JHT Tract may enhance the recharge of the
county well field, resulting in reduced drawdown of the water levels and less stress on
the Castle Hayne Aquifer. Prior to any permitting consideration, we propose a
comprehensive groundwater sampling event of each county well and the surface water
in the existing pit. Analysis parameters would include the full, State mandated drinking
water list as well as any other metals, volatile and semi -volatile organic compounds,
and inorganic compounds deemed necessary. If it can be shown that there is no
significant difference or impact between the water bearing zones, then the recharge
potential from a sand mine would benefit the County.
An additional benefit to developing the sand mine would accrue to the County when
mining is completed at the site. There would be a large reservoir of surface water

Brunswick County Sand Mine Development
Well Head Protection/Recharge and Reservoir Potential
NC Hwy 211, Southport, NC
May 18, 2021
Page 4
available to the County for future water supply needs. The approximately 85 acre lake
resulting from the sand mine operation could serve as a reservoir with more than 250
million gallons of surface water available for use. An additional incentive to such a
reservoir is the proximity to a County water treatment facility located less than one mile
from the JHT Tract and an existing pipeline from Well #1 (at the NE corner of the JHT
Tract) to the treatment plant. This location would certainly make the reservoir utilization
very cost effective.
The County may yet request some type of groundwater investigation to prove the
connectivity of the surficial and Castle Hayne, but hopefully, the comparison of
sampling results will show that relationship. I have spoken with Glenn Walker about the
sampling and he is in agreement and said there would not be a problem providing a
County employee to accompany the sampling event and provide access to the wells.
If the County still will not allow a sand mine to be permitted due to the proximity of the
County wells, the option remains to abandon the existing wells and drill new wells
farther away from the property. Please let me know if you have any questions. Thank
you for allowing me to be of assistance to you.
Sincerely,
JL —1 L��k
Chris Reinhardt, PG, RSM
Geologist/Hydrogeologist
Attachments

12/11/08
Attachment A
Reclamation Plan for Contracted Projects
Borrow Pit
Date: 8/8/2013
Contract Number: C202155
Project #/ WBS Element:
34531.3.1
Contractor: Balfour Beatty Infastructure, Inc.
Contractor Address: 430 Eastwood Road. Wilmington, NC 28403
Property Owner: Malcolm Jones
Property Owner Address: 207 Island Drive Jupiter, Florida 33477
TIP No: R-3324
County: Brunsiwick
Responsible Person: W. Jay Boyd
Phone Number: (561) 691 - 2000
Borrow Pit JHT Tract on the North side of NC-211/ Southport Supply Rd BE
Property Address: Southport, NC 28461
Total acreage of proposed pit: 18.1
Expected depth of excavation: 18-20 Ft. (Depending on existing ground elevations, which vary slightly)
Present use of land: None
Proposed use after reclamation: a Pond
Proposed sequence of excavation (include amount of clearing & proposed slope rates):
First all Erosion Control Measures will be installed. Clearing & Grubbing of stumps & root debris will be conducted over -50 Acres. Areas that don't require grubbing for construction
will be left. The pond will be dug from the Southern end toward the North. This will be done sequentially in approximately 10 ft. lifts. Final slopes will be graded out to 3:1 or flatter.
Did the Environmental Evaluation indicate the presence of any wetlands or endangered
species?(if yes, briefly list findings and indicate physical means by which buffer zone will be
delineated):
No wetlands were found (See Attached ACOE Determination). Silt fence, diversion ditches, and oulet SDO's will be installed
as shown on the attached plan sheets. These will be inspected weekly as well as after every rain event over 1/2" to ensure
that devices are functioning properly. No endangered species were found. (See Attached Report)
Is any portion of the pit or access & haul roads within a watershed with riparian buffer zone
requirements? (if yes, indicate physical means by which buffer will be delineated and how
diffuse flow into the buffer zone will be maintained):
No.
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08 11

12/11/08
Is the site adjacent to High Quality Waters as defined by the Department of Environment and
Natural Resources? (if yes, note how the devices have been designed to meet DENR
requirements):
No.
Are there any conditions identified on the State Historic Preservation Office Review Form for
borrow activities? Explain:
No.
Describe the intended plan for the reclamation and subsequent use of all affected lands, and
indicate the general methods to be used in reclaiming this land, including any stockpile areas,
haul roads and ditches. Describe the sequence for reclaiming the pit. Attach a map which
illustrates this plan, showing the location and design of all temporary and permanent erosion
control devices. All features shall comply with the appropriate specifications, standards and
reflect Best Management Practices (BMP). The plan shall indicate setbacks to adjacent
properties, buffer zones and if de -watering is required and the pit is located within the 15
county region of the CCPCUA, the GPS coordinate location of any well located within 1500
ft. of the pit.
First, all Erosion Control measures will be installed. Clearing, Grubbing, topsoil stripping will be done. Topsoil and Clearing Debris will be Stockpiled in
separate piles for future use. Excavation will begin along the Southern edge of the site along the access road and continue to the North as was descibed
previously in 10 FT lifts. Additional stockpiles (if needed) will be maintained with erosion control measures for the life of the reclamation. The constructed
access road will be maintained sufficent enough to carry loads associated with the excavation. The pond will be kept dewatered with a floating pump
intake head and the flow rate and dispersion will be monitered per the C202155 Contract. Finally, one well was found within 1500 ft. of this site (See Attach 6).
Will excavation extend below the water table? (If yes, see a, b, & c, below): Yes
a) Specify how de -watering will be accomplished. Include proposed method of reducing
effluent turbidity so that it meets the requirements of the Division of Water Quality. Show any
pit dewatering basins, construction details, and calculations on the plan:
An infiltration basin will be created at the Southwest corner of the site. Water pumped in on a daily basis will be allowed to
naturally leach through the soil and no runoff is anticipated. The pump that is set in the pit that will pumping into the holding pond
will be installed to float and pump from the surface.
b) If the pit is within the Central Coastal Plain Capacity Use Area, list the person responsible
for completing The Division of Water Resources CCPCUA spread sheet and method of
submission to the Resident Engineer:
Either Peter D. Distefano or Dail Reed of Balfour Beatty Infrastructure, Inc. will be responsible for completing the CCPCUA
spreadsheet. The holding capacity will be based on the pump capacity and the time the pump is running each day.
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08 12

12/11/08
c) If water is to remain in the pit after completion, state the estimated depth of the water. (At
least a depth = 4 ft.). Indicate the water table depth prior to beginning excavation and the
method used to obtain this information:
Mean water table elevations are listed in the attached LMG report. This data was gathered from the soil survey from
the site and was listed at a five foot depth below the ground surface. With this information the theoretical water level within
the proposed pond is 13-15 Ft.
Describe the proposed schedule of permanent seeding and mulching. Detail the frequency of
permanent seeding and mulching. Note that a permanent stand of vegetation is required prior
to a final inspection:
Perminent Seeding will begin in the southeast corner within 14 days of reaching proposed final grades. As final grades are
achieved, perminent slope grading and seeding will be executed accordingly.
(See attached Seed Specifiations on proposed types of seed to be used including Compost Blanket.)
Reclamation Procedures for Borrow/Waste/Staging Areas for Contracted Projects 12/11/08 13

121`11/08
Property Owner's Statement for Borrow Site:
I hereby certify that I am in agreement with this development, use, and reclamation plan, and
any exceptions noted when approved by the Engineer, and that I understand that I will be
responsible for the site upon completion of its use in the construction of the project noted in
the map legend. I understand that this plan, when approved, will serve as a guide in
controlling erosion and sediment in accordance with the Mining Act and the Sediment and
Pollution Control Act and as enforced by the North Carolina Department of Environment and
Natural Resources (DENR). I understand that any work exceeding the minimum necessary for
compliance with DENR requirements, should be negotiated between the Contractor and the
Property Owner. My signature below authorizes The Department of Transportation (DOT),
the Department of Environment and Natural Resources (DENR) or its agents, to enter upon my
property for a period of one year from the date of final acceptance of the project for which this
site plan is executed. If necessary, the DOT will be allowed to have the Contractor repair any
areas that are not in compliance with DENR requirements. After a one year inspection is held,
I will be solely responsible for assuring that the site is in compliance with DENR regulations. I
have the right to change the condition of the site after the final inspection and prior to the one
year follow-up inspection. However, if I make such changes, I acknowledge that DOT is
released from all obligations and conditions of this agreement and I will become solely
responsible 1v1 the condition of the site bcginning oiltlfi daw tffat f CffaffgG t11t meat Inspection
condition.
Signatures:
Contractor's Representative: Wl�)
(aut to >n supplem to gree en s/date)
Owners of Record: eery /
rltl7eSs�! W
(sture/date) V ( signatu /date)
(signature/date) (signature/date)
(signature/date) (signature/date)
Resident Engineer:
(signature /date)
Exceptions:
Concurrence with exceptions:
Property Owner: Contractor:
(signature/date) (signature/date)
Attachments: (Attach. B - Plan Sheets, Attach. C & D - f. nvironmental Review, Attach. E - SHPO
Review, Attach, F Soil Data, Attach. G - Seeding Data, Attach. lI - Infiltration Basin Calculations)
Reclamation flroeedures for borrow/waste%StAging Areas for ContractO Projects 12/11 /08 14

SCALE IN FEET \
0 2S SO 00
ATTACHMENT "B"
S/ re
w
a
E115TING —1(MAY -i ',
AGGREGA'l
COMPACT E., 5A!;C
PERMANENT DRIVEWAY ENTRANCE
CROSS SECTION "A"
,a- To 5c"
EXISTING ROAD
PLAN VIEW
CLASS A TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
Not to scale
ACCESS ROAD NOTES
1: ACCESS ROAD IS AN NEWLY CONSTRUCTED ROAD.(SEE
CROSS SECTION "B")
2: IF CONDITIONS OF THE ROAD CHANGE, BALFOUR BEATTY
INFRASTRUCTURE INC (88I1) WILL ADDRESS ISSUES THAT
WOULD BE CONSIDERED GENERAL MAINTENANCE BY FILLING
POT HOLES, ETC. IF CONDITIONS WARRANT STONE MAY BE
USED IN LIEU OF SAND.
ll1Di11 — 26'
;27:7711A,7171D I
E%,51i�G GROUR'D
ACCESS ROAD
CROSS SECTION 5''
-T TO 5CALE
rik
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" Sri Rp fN�o \ S8a= 1
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Tp
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SQ Rp•°p /� / /// OAS plhyBy� p \ ` \ S
CLASS A CONSTRUCTION ENTRANCE NOTES
1. ENTRANCE LENGTH, WIDTH & THICKNESS AS WELL AS AGGREGATE \ s
SIZE SHALL BE PER NCDOT STANDARDS OR AS DIRECTED. s
2. INSTALL FILTER FABRIC UNDER ENTIRE FOOTPRINT OF THE
CONSTRUCTION ENTRANCE.
3. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A �\
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
SEDIMENT, SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC
RIGHTS -OF -WAY MUST BE REMOVED
NEW ROUTE FROM NC 133 (LONG
BEACH RD.) TO NC 133.
TIP PROJECT R-3324
CONTRACT C202155
/
/ X , AN,
y / 01
TOpav"", 1B "
ACCESS TO�ROPRER SE TTOCAL) %
CA() -
� 5 / S25° 30' 00"N'
1 _ i 200.37'
"s147 s
0N501TAT06E�15ga'10'
UADDITIONAL NOTES:
s pR
6
1.
TOPOGRAPHY INFORMATION WAS CREATED FROM UDAR ELEVATION DATA
OBTAINED FROM THE N.C. FLOOD MAPPING PROGRAM.
2
THERE AREAS OF ENVIRONMENTAL CONCERN AS DEFINED BY CAW/
308.5054�
.
ON THIS�SITEO
4/ S63' 23t 22"W
3.
BOUNDARY INFORMATION TAKEN FROM SURVEY FOR: JONES HOLDING NC,
�J
\ 4.
LLC BY EAST COAST ENGINEERING & SURVEYING, P.C. SEE ATTACHED COPY
MINE DEWATERING WILL BE IN ACCORDANCE WITH A CENTRAL COASTAL PLAIN
CAPACITY USE AREA (CCPCUA) PERMITTING. DAILY DEWATERING VOLUMES
WILL REPORTED QUARTERLY.
QQ�
` 5.
BE
INFILTRATION BASIN IS SIZED USING A PROPOSED PUMPING RATE OF 1500
/\ ,6.
GALLONS PER MINUTE.
FINAL RECLAMATION WILL BE A POND WITH A WATER DEPTH MIN OF 4'.
p
7.
TEMPORARY SEEDING WILL BE PERFORMED ON AN AS NEEDED BASIS
DURING BORROW OPERATIONS. ONCE FINALOTTOM
REACHED PERMANEINT SEEDING OPERATIONS WILB BEGIN. OF POND IS
NCF y
8.
FLOOD ZONE: THIS PROPERTY SCALED IN ZONE X (AREAS DETERMINED TO
/
80 OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FLOOD
NO .
INSURANCE
9.
HAVE EROSION
�FEEOF EQUIPMENT
fHROUGHOUCIENT UTT
THEOR
COIN ISSUESL RECLAMATION PLAN A
TIMELY MANNER.
/
N68° 13' 29"E
156.13'
y
JONES HOLDING NC, LLC. TRACK
BRUNSWICK, NORTH CAROLINA
Balfour Beatty Infrastructure, Inc.
400 [ —wd R, d, Wilmington, NC 1 03
Field Office: 8109 Ri— Road 5 01,po ,NC' 11
BOYD
CROSS SECTION
NOT TO SCALE
WATER TABLE
0. REED
Y.Yf
AS NOTED
364° 25' 53"E /
z00.00'
LEGEND
(i - CENTERUNE
D.B. - DEED BOOK
EX. - EXISTING
M.B. - MAP BOOK
R/W - RIGHT-OF-WAY
TYP. - TYPICAL
SILT FENCE
- PROJECT BOUNDARY
- PROPERTY BOUNDARY LINE
---- -- --- -- ---- EXISTING MINOR CONTOUR
-- ----- ------ EXISTING MAJOR CONTOUR
-- -- -- — PROPOSED MINOR CONTOUR
— - PROPOSED MAJOR CONTOUR
FINAL BOTTOM OF POND
BORROW AREA RECLAMATION PLAN
TIE AND OVERVIEW
ATTACHMENT "B"
1
0
4

ATTACHMENT
S/ TE-
5 \ \
s
5 F 96.e
9
TYPICAL CROSS—SECTION OF
ch P T MINE EXCAVATION O� C' ' �� — _ _ s (�'vF ((C
NOT TO SCALE
CO
21 SLOPES FOR CLAYCCFSS
EY MATERIAL /
3:1 SLOPES FOR SANDY MATERIAL'g'
GRWND
TYPICAL CROSS—SECTION OF / /� \� �� C(Fq
STOCKPILE OR OVERBURDEN AREASNOT TO SCALE Sot.
p Qo9rss
".°C
(gT'FfR �RTyOw SE k°it
q��TrOti
+s ~O,q��
\ \ \ 0p �C
?9
43 jg p�FC r
B�Sg q
25' 53"E
AA
'g?36W
iCg'sSQ
ti/ Z rrrll / /� / / i :�i PROP�oP�E/�.
�i ^�0 /// / /A2� q C p iER ,�- 6 S25° 30' 00"W
/Cb• rr gFss � - 6 = 200.37'
� ll a III I � Ir/��/
V DO
O(/jF ! S 11i ��� ��� i �p\\E\NE01 /(ROFOSFD
I \g�oG� /
'/VF/(qFIVs •N� �j� s/ ��`�//j/ = �ON Nsv\�
CONSTRUCTION SEQUENCE/ MINE DEVELOPMENT PLAN:
i1. INSTALL SILT FENCE & OTHER EC DEVICES AS NEEDED.
2.NSTALL AS NEEDED.
CONSTRUCTION ENTRANCE AND INSTALL ACCESS
',ROADI
1.3. CLEAR / GRUB PROJECT AREA AND ACCESS ROAD AS NEEDED.
�4. CONSTRUCT
gCCFSS / \ C'M/T \ ` 077 5. TEMPORARY INFILTRATION SEED, MULLCHBAND STABILIZE ALL DISTURBED AREAS AND
!SLOPES INCLUDING INSTALLATION OF TEMPORARY LINERS TO DITCHES AND
SWALES yprCgO I6. BORROWIF EEXCAVATION IS TO BEGIN AT SOUTHERN END OF PERMITTED
/ LEGEND E cps• OA / S �• O ZG,�v \ '.BOUNDARY WORKING TOWARDS NORTHERN END OF PERMITTED BOUNDARY.
o.e. - DEED NE _ _ 7. PERFORM ONGOING MAINTENANCE AND REPAIR OF ALL EROSION AND
/ EX - DEED
308�50'� y O ',SEDIMENT CONTROL MEASURES.
M.B. - MAP 8001 k' \" S63' 23� 22,W O� 18. ANY STOCKPILE OR OVERBURDEN AREAS SHALL HAVE STABILIZED SIDE
N.C.S.R. - NORTH CARWNA SECONDARY ROAD O" 4z- /ISLOPES AS SHOWN ON PLANS.
R/W -RIGHT-OF-WAY PERMANENT GRADING AND SEEDING OF 3:1 SIDE SLOPES WILL BE
TM' -TYPICAL O '-PERFORMED WHEN THE BOTTOM OF POND IS REACHED
TC(gSS PR OSED MINOR PROPOSED MAJOR CONTOURcoNTOurs SCALE IN FEEr / 10. FOR ADDITIONAL CONSTRUCTION, MAINTENANCE AND OPERATION
jRq
PROPOSED SILT FENCE O� ;INFORMATION AND REQUIREMENTS, SEE THE RECLAMATION PLAN NARRATIVE � 150 100 50 0 150 \ /
AND OTHER ATTACHMENTS.
�y q� BB.+Bnc N0.
NO. DATE APPR. NO. DATE APR.
NEW ROUTE FROM NC 133 LONG JONES HOLDING NC, LLC. TRACK
2 ( BRUNSWICK, NORTH CAROLINA TAD BORROW AREA RECLAMATION PLAN
NmOf - a B CpfIFlGllgll
BEACH RD.) TO NC 133. D. REED La set ATTACHMENT "B"
' TIP PROJECT R-3324 � YD
CONTRACT C202155 Balfour Beatty Infrastructure, Inc. Nm" «INK 0
430 e—d R-d. , lc 29103 D. RED w /8/2013
FwId Office: SIN Riper Rnd Southport, SIC 28,10 IVPnO.ID uACQNOTFD � �i7M MTE �1 2 K 4

It WIRE MESH
SEDIMENT CONTROL STONE
1 ft min
WATER FLOW —► 2:� l
STEEL POST 2
-i WIRE MESH ,
- 2 ft
V S ft R-
'HKEMSLE
OIREMSioR `* it ■[RE MESH
x SmlRE1R cop$yaw
rt
,
1 + re Rtn
S.P_ECIAL SEDIMENT CONTROL
FENCE DETAIL 1606 01
.(ONL1="FOR USE IF FIELD CONDITIONS REQUIRE)
FILL SLOPE WASTE MATERIAL
i
- VAR.
2' TO To'
VAR.
0' TO 2'
CROSS SECTIONAL VIEW
TEMPORARY SILT DITCH DETAIL 1630.03
(ONLY FOR USE IF FIELD CONDITIONS REQUIRE)
NEW ROUTE FROM NC 133 (LONG
BEACH RD.) TO NC 133.
TIP PROJECT R-3324
CONTRACT C20215s
Property t.7'a Statement for Borrow Site:
I hereby certify that I am m agreement with this development, use, end reclamation plan, and
ally exceptions noted when approved by the Engineer, and that I undorstatxt that I will be
rbaponaible for the site upon oonhpletion of its use in the construction of the project noted in
the map legend I understand Oat this plan, when approved, will acre as a guide in
txlntolling erosion and sedirncnd in accordance with the Mining Act and the Sediment and
P61hation Control Act and as enfc rcod by the North Carolina Department of Environment and
Natural Resources (DENR). 1 un{laatand that any work exceeding the minimum necessary for
edarplianoo with DENR requirements, should be negotiated between the Contractor and the
Property Owner. My signature below authorizes The Department of Transportation (DOT),
the Department of Environment and Natural Resources (DENR) or its agents, to enter upon my
property for a period of one year }torn the date of final acceptance of the project for which this
site plan is executed. If necessary, the DOT will be allowed to have the Contactor repair any
that arc not in compliance with DENR requirements. After.a one year inspection is held,
be solely responsible for assuritrg that the site is in compliance with DENR regulations. I
h ve the right to change the condition of the site after the final inspection and prior to the one
year follow-up inspection. However, If I make such changes, I acknowledge that DOT is
rq'ieased from all obligations and conditions of this agreement and i will become solely
rcgapolnalble for the condition of the site beginning on the date that I change the final inspection
i
:
s Representative: 0..
(turbo ' rt pie to date)
of Record: I
iqn a
Engineer.
Concurrence with exceptions:
Property Owner. _ ---
JONES HOLDING NC, LLC. TRACK
BRUNSWICK. NORTH CAROLINA
Balfour Beatty Infrastructure, Inc.
BORROW AREA RECLAMATION PLAN
DETAILS
ATTACHMENT "B"
3
0
I

GLOBAL POSITIONING SYSTEMS CERTIFICATE
1, CHRISTOPHER D. STANLEY, CERTIFY THAT THE GRID TIE TO THE BOUNDARY
CORNER SHOWN WAS PERFORMED UNDER MY SUPERVISION FROM AN ACTUAL GPS
SURVEY MADE UNDER MY SUPERVISION AND THE FOLLOWING INFORMATION WAS EQUITY INVESTMENTS
USED TO PERFORM THIS SURVEY: ASSOCIATES, LLC
CLASS OF SURVEY: A DEED BOOK 1736, PAGE 1174
-- POSITIONAL ACCURACY: 0.018 METERS TAX PARCEL 18700023
TYPE OF GPS FIELD PROCEDURE: OPUS-RS
DATES OF SURVEY: 04-11-2013
DATUM/EPOCH: NAD 83
PUBLISHED /FIXED CONTROL: RTN
GE(OD MODEL: 12A
ST. JAMES 8/ COMBINED GRID FACTOR: 1.000125590
LANTATTON / 211 UNITS: US FEET
NOTE: ALL ELEVATIONS BASED ON N.A.V.D. 88 _
133 DATUM. OBTAINED BY GPS (NC KIN).
SOUTI"T
I '
YAUPON BEACH /
CASWUL BEACH / /
VICINITY MAP
NO SCALE
SURVEYO`A1E
I, CHRISTOPHER D. STANLEY, P.L.S., CERTIFY THAT THIS PLAT WAS DRAWN
UNDER MY DIRECT SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK 2973, PAGE 26); THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOK_ PAGES THAT THE RATIO OF
PRECISION AS CALCULATED IS 1:7,500+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. - 0 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION N SEAL S 29TH DAY OF APRIL, 2013.
CHRISTT] . ST .L.S. NCL-3367
SURVEY CLASSIFICATION CERTIFICATE
I CERTIFY THAT THI Y IS OF EXISTING PARCFI. OF LAND
AND DOES T A OR CHANGE AN EXISTING STREET. O �`
CHRISTOPHER rprS INC L-3387 /
vvc
l U, PAG�S91p SION
/ D.H. GRIFFIN
/ DEED BOOK 2700, PAGE 167
TAX PARCEL 20400008
LOT
NCGS MONUMENT
NOTES:
1. ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND IN
THE BRUNSWICK COUNTY TAX OFFICE.
2. ACCORDING TO CURRENT FEMA FLOOD MAP # 3720207700J AND 37202079WJ,
THIS PARCEL APPEARS TO BE LOCATED IN THE FOLLOWING ZONE:X
3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS,
RESTRICTIONS RIGHT-OF-WAYS OF RECORD, GOVERNMENTAL ORDINANCES
AND/OR REQUIREMENTS WHICH MAY LIMIT THE USE OF THIS PROPERTY.
4. THIS SURVEY DOES NOT CERTIFY LEGAL TITLE TO THE LAND ITSELF OR TO
THE BOUNDARIES SHOWN. USERS OF THIS PLAT SHOULD OBTAIN AN
ACCURATE LEGAL OPINION AS TO OWNERSH[P WITHIN THE BOUNDARIES OF
THIS PLAT.
5. ALL BEARINGS ARE BASED ON NC GRID NORTH (NAD83-NSRS 2011); ALL
DISTANCES ARE HORIZONTAL GROUND DISTANCES.
6. COMBINED GRID FACTOR= 1.000M590
7. AREA BY COORDINATE METHOD.
S. ALL INTERNAL ROADS ARE PRIVATE AND ARE SUBJECT TO PUBLIC UDLITY
EASEMENTS.
9. TAX PARCEL NUMBERS: 20400009.20400010, 20400011, 20400012, 2MWI3,
2040M14 AND 20400049
10. ZONING: BRUNSWICK COUNTY, NC - C-1(COMMERCIAL-INTENSIVE)
11. BUILDING SET13ACKS:
FRONT-50 FEET, REAR-50 FEET, SIDE-10 FEET (25 FEET BOTH SIDES)
11. REPUTED OWNER JONES HOLDING NC, LLC
207 ISLAND DRIVE
JUPITE R, FL 33417
SCALE: I" - 20a
0 100 200 400 600
JOHN COMPOS &
WALTER HILL
DEED BOOK 1693, PAGE 1425
TAX PARCEL 20400050
LOT 75
SALLY P. GILBERT TRUSTEE
DEED BOOK 2641. PAGE 499
TAX PARCEL 20400049
LOT 81
SHEET 4 OF 4
�� ��°J6'
S84°2T 46"E 939.73'
tKsT,T
p8 'A
564° ZS
O
200.Oa
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z z /
b.t 4 X 45J x 16.6
'
X479 X17.1
X15.7
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X E1
X 13.8
PP
l
X 16.3 X I5.3
XIS]
OHE
/
X N3
x 13.9
X 4sa
I
/
X I3.1
X ®
X 453
WELL SITE #1
(BRUNSWICK COUNTY EASEMENT)
�P
\
(XFIESTINSCCESS ROAD
/
AS SHOWN ON MAP CABINET U, PAGE 9
\
x 4s.3 x Ise X 16.5 X 444
X u.1 43.1
X us
PP
\
S2s°3a 00 ,YJ
\\\
\\\
200.3T
/
\\\�
x I55 x Is.7 X ISS x K.1
LOT 74, MOREFREAD FARMS
\\\
x 17.9
TAX PARCEL 20400048
\\\
5615 ACRES (2450232 SP)
x 43.6 x 13.6
x I5.5
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/
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x 164
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INSET
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S74 2'4, EE
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CONTROLREBAR#I
NC GRID COORDINATE
N=79502.492 FEET
E-2272474.973 FEET CONTROL _
NAD 83-2011 RFNT R #3
OPUS-RS
SOPHIA F. TRACY
DEED BOOK 2157, PAGE 1062
TAX PARCEL 20400047
LJ LOT T
SL78D
A SIpN
1077
55
/
/ / GBS 9-1p SIGN I
CENTERLINE
DEVELOPMENT, INC
DEED BOOK 2739, PAGE 899 / \
TAX PARCEL 20400015
LOT 16
NCI�G /
11
GRID C FOUNDOL POINTREB1 R�,�
N= 79304.647 FEET
E= 2273545.053 FEET
NAD 83 (NSRS 2011)
LEGEND
LABEL
SYM.
DESCRIPTION
RBP
R&S
SEOAR Panro
sn•xmArtser
AGE'
CGff
♦
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Onwn By: CDS
awes By:
COUNTY: BRUNSWICK
STATE: NC
CREW: CS, KS, IS
FB/PO: FILE
O 2013 TSia dnwiog 4,11 tsot be> p,o&. d in le w 6
wn5een rmn,wm, of F,ue eYwe A eimeaine At C,nNerina

Wellhead Protection Plan
Brunswick County,
North Carolina
I
i
C AiZgr
January 28, 2013
PWS ID#
04-10-045
Contact Name: Jeremy Sexton
Position: Water Resources Superintendent
[e-mail]
Phone: [phone]
Fax: [phone]
PO Box 249
Bolivia, North Carolina 28422
1
TRAINING SUPPORT

Table of Contents
Background.....................................................................................................................................3
Introduction....................................................................................................................................6
Source Water Assessment Program Report (SWAP)..................................................................7
The Wellhead Protection Committee..........................................................................................11
Wellhead Protection Area Delineation.......................................................................................12
Map............................................................................................................................................16
Potential Contaminant Source Inventory..................................................................................17
Map............................................................................................................................................ 24
RiskAssessment........................................................................................................................25
Management of the Wellhead Protection Area..........................................................................30
EmergencyContingency Plan.....................................................................................................34
PublicParticipation......................................................................................................................38
New Public Water Supply Wells.................................................................................................39
Future Wellhead Protection........................................................................................................39
Appendix.......................................................................................................................................42
2
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Background
In 1986, Safe Water Drinking Act (SWDA) amendments added Section 1428, "State Programs to
Establish Wellhead Protection Areas," which requires each state to develop a program to "protect
wellhead areas within their jurisdiction from contaminants which may have any adverse affects on
the health of persons." The term wellhead protection area is defined in the law as "the surface and
subsurface area surrounding a water well or wellfield, supplying a public water system, through
which contaminants are reasonably likely to move toward and reach such water well or wellfield."
North Carolina's Environmental Protection Agency (EPA) approved Wellhead Protection Program
(WHPP) provides technical support to local governments and public water supply systems in their
endeavors to develop and implement their own Wellhead Protection Plans.
North Carolina's objective in developing a protection plan is to provide a process for public water
system operators to learn more about their groundwater systems and how to protect them. Wellhead
Protection Plans allow communities to take charge of protecting the quality of their drinking water
by identifying and carefully managing areas that supply groundwater to their public wells.
Regulations of the North Carolina Division of Water Resources (DWR) under the Department
of Environment and Natural Resources (DENR) require wellhead protection measures for any
public water supply wells to be used as a community or non -transient, non -community water system
to meet the following requirements:
(1) The well shall be located on a lot so that the area within 100 feet of the well shall be
owned or controlled by the person supplying the water. The supplier of water shall be
able to protect the well lot from potential sources of pollution and to construct landscape
features for drainage and diversion of pollution.
(2) The minimum horizontal separation between the well and known potential sources of
pollution shall be as follows:
(a) 100 feet from any sanitary sewage disposal system, sewer, or a sewer
pipe unless the sewer is constructed of water main materials and joints,
in which case the sewer pipe shall be at least 50 feet from the well;
(b) 200 feet from a subsurface sanitary sewage treatment and disposal
system designed for 3000 or more gallons of wastewater a day flows,
unless it is determined that the well water source utilizes a confined
aquifer;
(c) 500 feet from a septage disposal site;
(d) 100 feet from buildings, mobile homes, permanent structures, animal
houses or lots, or cultivated areas to which chemicals are applied;
(e) 100 feet from surface water;
(f) 100 feet from a chemical or petroleum fuel underground storage tank
with secondary containment;
(g) 500 feet from a chemical or petroleum fuel underground storage tank
without secondary containment;
(h) 500 feet from the boundary of a ground water contamination area;
(1) 500 feet from a sanitary landfill or non -permitted non -hazardous solid
waste disposal site;
(j) 1000 feet from a hazardous waste disposal site or in any location which
conflicts with the North Carolina Hazardous Waste Management Rules
cited as 15A NCAC 13A;
(k) 300 feet from a cemetery or burial ground; and
Brunswick County, NC, Wellhead Protection Plan, December, 2012

(1) 100 feet from any other potential source of pollution.
(3) The Department may require greater separation distances or impose other protective
measures then necessary to protect the well from pollution; the Department shall consider as
follows:
(a) The hazard or health risk associated with the source of pollution;
(b) The proximity of the potential source to the well;
(c) The type of material, facility or circumstance that poses the source or
potential source of pollution;
(d) The volume or size of the source or potential source of pollution;
(e) Hydrogeological features of the site which could affect the movement of
contaminants to the source water;
(f) The effect which well operation might have on the movement of
contamination;
(g) The feasibility of providing additional separation distances or protective
measures.
(4) The lot shall be graded or sloped so that surface water is diverted away from the wellhead.
The lot shall not be subject to flooding.
(5) When the supplier of water is unable to locate water from any other approved source and
when an existing well can no longer provide water that meets the requirement of this
Subchapter, a representative of the Division may approve a smaller well lot and reduced
separation distances for temporary use.
In addition to this delineation, communities are encouraged to establish wellhead protection
plans, which include the following:
1) The formation of a wellhead protection committee to establish and implement the wellhead
protection program whose role it is to conduct a potential contaminant source inventory,
provide options for the management of the WHP area, seek public input into the creation of
the WHP plan, seek approval of the WHP program and to implement the WHP program;
2) Delineation of the contributing areas of the water sources;
3) Identification of potential contamination sources within the wellhead protection area;
4) Develop and implement wellhead protection area management actions to protect the water
sources;
5) Develop an emergency contingency plan for alternative water supply sources in the event the
groundwater supply becomes contaminated and emergency response planning for incidents
that may impact water quality;
6) Development of a public education program;
7) Conduct new water source planning to insure the protection of new water source locations
and to augment current supplies.
Wellhead protection for public water supply wells is a voluntary program, but water systems
across the state are encouraged to take the above steps in protecting all groundwater sources.
4
Brunswick County, NC, Wellhead Protection Plan, December, 2012

The PWSS will provide the final approval for WHP Programs. The Wellhead Protection Program
Coordinator is:
M. Gale Johnson, P.G.
Public Water Supply Section
1634 Mail Service Center
Raleigh, North Carolina 27699-1634
[e-mail]
Phone [phone]
Fax [phone]
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Introduction
Brunswick County is located in the southeastern coastal plain of North Carolina. It is bordered by
the Atlantic Ocean to the south and east, South Carolina to the southwest, Columbus County to the
northwest and Pender County to the northeast. Brunswick County's 211 Water Treatment Plant
serves Southport, Oak Island, Caswell Beach, St. James Plantation, and supplements Baldhead
Island through a connection in Caswell Beach. Water is provided to a population of 9,935 customers
via 4,475 connections, with an average daily usage of 2.86 million gallons. Brunswick County gets
a portion (as much as 86%) of its water from a surface water intake located on the Cape Fear River.
Brunswick County Public Utilities Operates the surface water pump station under contract with the
owner Lower Cape Fear Water and Sewer Authority (LCFWASA). The second water source is
pumped from a group of fourteen wells. One well, number seven is no longer being used.
Additional information about the wells is provided on subsequent pages. This WHPP only
addresses protection of the wells. Based upon well records supplied by Brunswick County, the
wells are screened in the semi -confined Castle Hayne aquifer. Water treatment consists of lime
softening through upflow clarifiers, pH adjustment with carbon dioxide and sulfuric acid addition,
followed by sand filtration. Polyphosphate and fluoride are added for corrosion control and to
prevent dental caries. , There are three water storage tanks located on the WTP site with a storage
capacity of 2.75 MG.
Brunswick County within North Carolina
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Brunswick County's wells are located
near the Town of Southport
Public Water Supply Information
Source Water Assessment Program Report
A Source Water Assessment Program (SWAP) Report has been made available for the Brunswick
County by the NC Public Water Supply Section. Water sources can be threatened by many
potential contaminant sources, including permitted wastewater discharges, underground storage
tanks, urban storm water runoff, or other types of non -point source contamination such as runoff
produced by agricultural activities and land clearing for development. A source water assessment
is a qualitative evaluation of the potential of a drinking water source to become contaminated by
the identified potential contaminant sources (PCSs) within the delineated area. A SWAP Report
consists of an assessment area delineation, a potential contaminant source inventory and map, a
susceptibility rating, maps, tables and a detailed description of North Carolina's SWAP approach.
Brunswick County's water source is fourteen groundwater wells which have been assigned a
qualitative susceptibility of Moderate, based on a contaminant and an inherent vulnerability rating
of lower, moderate and higher as seen in the SWAP Results Summary table on the next page. The
rating process is described in detail in Sections 3 and 6 of the SWAP Report. Brunswick County's
entire SWAP Report along with a wealth of other information about water sources in North
Carolina can be found on the PWS website. http://swap.deh.enr.state.nc.us/swap/pages/swap.htm.
Click on the SWAP Reports box at the bottom of the page.
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NC Public Water Supply System Information
Well # 7 is not being used and this WHPP does not include the
Surface Water Intake on the Cape Fear River
{-s#ein NamQ
BRL7NSWICK COUNTY ',WATER
SYSTEM
Cif%-
BOLIM
PN'S ID
04-10-045
:Source Name
WELL 419
_Source Name
WELL 418
o u I cc- Name
WELL 417
Source Name
WELL 915
Source Name
WELL 912A
Source Name
WELL 912
Source Name
WELL 911
Source Name
WELL 48
Source Name
VJELL 47
Source Name
VLTELL 45
Source Name
V-ELL =2
Source Name
' �TLL =1
Source Maine
CAPE FEAR RIG-1,
Source Name
I�TLL 416
Source Maine
V.TELL 1:3
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Well #
Well
Yield
(gpm)
Depth (ft)
1
250
175
2
130
163
3
350
159
5
300
156
6A
300
171
7
Out of Service
8
450
130
11
708
164
12
431
96
12A
950
114
15
450
129
16
450
155
17
350
155
18
350
155
19
375
150
Brunswick County, NC, Wellhead Protection Plan, December, 2012

SWAP Results Summary
Source N ainr
Inherent
A-ulnerahilit►-
Rating
Contaminant
Rating
Susceptibility
Dating
WELL 419
Nigher
Lower
Moderate
'• T, L =1 _"•
Moderate
Lower
Moderate
WELL 417
Moderate
Lower
Maderatz
WELL 915
Moderate
Lower
Moderate
WELL 412A
Nigher
Lower
Moderate
WELL #12
Nigher
Lower
Moderate
EL - #11
Moderate
Lower
Moderate
WELL 48
Moderate
Loti -er
Moderate
WELL #7
Higher
Lower
Made -rate
WELL #5
Moderate
Moderate
Moderate
WELL #2
Moderate
Lower
Moderate
WELL #1
Moderate
Lower
Moderate
?E � E
z ER
Nigher
Lower
Moderate
WELL r 1 {:
Moderate
Lower
Moderate
�%T-LL r 3
Nigher
Lower
Moderate
10
Brunswick County, NC, Wellhead Protection Plan, December, 2012

The Wellhead Protection Committee
The following people have been designated or volunteered to serve as Brunswick County's
Wellhead Protection Committee (WPC):
Name
Jeremy Sexton
John Nichols
Kenny Revels Chief Operator
Position
Water Resources Superintendent
Public Works Director
Ms. Debbie Maner, with the North Carolina Rural Water Association, provided technical assistance
in the voluntary Wellhead Protection Planning process. The positions responsible for implementing
the plan are the Brunswick County Commissioners. They have accepted the recommendations
made in the program by the WPC and they have granted the Brunswick County Water Treatment
Plant Superintendent authority to implement the plan and to approve any revisions necessary to
obtain approval from the NC Public Water Supply Section (PWSS). Brunswick County will begin
implementation of the plan immediately following its approval by the PWSS of the North Carolina
Department of Environment and Natural Resources (NCDENR) and will complete implementation
within ninety (90) days.
Upon completion of the implementation phase of the WHP Plan, the individual responsible for
implementation will submit notification to the Public Water Supply Section in accordance with
the schedule set forth in the approved WHP Plan.
11
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Delineation of the Wellhead Protection Area
The Aquifer Source Volume (ASV) Method
In North Carolina, the WHPA for wells withdrawing water from certain confined aquifers
encompasses the area surrounding the well for which the time of travel from the outer edge
of the area to the well is 10 years. A 10-year period was selected to provide time to assess
the potential impact of any ground -water contamination discovered within the WHPA and
for developing appropriate remediation and ground -water protection strategies for the
water supply. A WHPA based on a longer time of travel may provide a greater degree of
protection to the well and allow more advance warning to respond to a contamination
incident within the WHPA, but it will also expand the area to manage under the WHP Plan.
WHPAs based on a 10 year time of travel from their outer edge to the pumping well can
be estimated by using the ground -water velocity or by estimating the volume of the aquifer
required to supply 10 years of withdrawals (i.e., the ASV method). Due to the lack of site -
specific information necessary to calculate the ground -water velocity, Brunswick County
has chosen the ASV method to delineate the WHPA for its water supply wells.
The volume of the aquifer that supplies withdrawals for a specified period of time can be
estimated with the following equation:
V— Q(min
gal X to min X ft3 X (365.25 days X P (years)
P day 7.48 gal year n
Where: VP = the volume of aquifer in ft3 that supplies withdrawals for period P,
Q = the well yield in gallons per minute,
td = the daily pumping period in minutes per day,
P = the period of withdrawals in years, and
N = the estimated porosity, dimensionless.
The well yield is the maximum sustained pumping rate possible for the well (not the daily
pumping rate) as determined from a 24-hour drawdown test pursuant to North Carolina
Administrative Code 15A NCAC 18C.0402(g). If well yield information is unavailable,
the maximum capacity of the pump installed on the well may be substituted. The daily
pumping period tp is the number of minutes per day that the well is pumped and should
equal 720 (the number of minutes in 12 hours). This value is used because State regulations
require that the yield of a public water supply well provide the average daily demand in 12
hours. If the actual pumping period exceeds 12 hours, then the actual pumping period in
minutes per day should be used. Using a daily pumping period tp of 720 minutes per day,
a period of withdrawal P of 10 years and an estimated porosity of 0.2, the above equation,
rounded, reduces to:
Vio = 1,800,000 x Q
Where: Vio = the volume of aquifer in ft3 that supplies 10 years of withdrawals.
For ease (convenience) in applying the ASV method, it is assumed that the volume is
contained in a cylinder centered on the well.
12
Brunswick County, NC, Wellhead Protection Plan, December, 2012

C
Aquifer Source Volume
r=
�o
Before the radius of the cylinder, and therefore the WHPA, can be determined, it is first
necessary to determine or to estimate the thickness (b) of the aquifer (or the thickness of
the part of the aquifer) that supplies water to the well. Because information on well yield
and aquifer thickness was available from well construction records for each well judged to
be withdrawing water from the Castle Hayne aquifer, Brunswick County calculated the
WHPA radii for the Castle Hayne wells by substituting the aquifer thickness, along with
the calculated volume (Vio) into the following equation for each of these wells:
Y = L
o
Where: r = the radius in feet,
Vio = the volume of the aquifer, in W, that supplies 10 years of
withdrawals,
a = 3.1416, and
b = the aquifer thickness or the length of screened or open -hole
section, in feet.
13
Brunswick County, NC, Wellhead Protection Plan, December, 2012

In the process of acquiring information for Brunswick County's delineations, there were Well
Construction Records that either could not be found or that did not have all of the information
required to complete their delineations. For Wells 11, 12, 17 and 18, the screened intervals were
not known, so North Carolina's Wellhead Protection Guidelines recommend using a chart that
estimates the aquifer thickness based on the pumping rates of the wells. The chart is below. The
table on the following page shows the radii results using the Aquifer Source Volume Method.
When the calculated radius was drawn around each of the fourteen wells, it resulted in Wellhead
Protection Areas with significant overlap, so the outer circles edges were used to draw a large
delineation around the whole wellfield. Then, the total area that was calculated for all of the wells
was used to delineate an even larger area around all of the wells to compensate for the overlap.
Because wells 12 and 12A were so close to each other their WHPA areas were combined into one
very large circular area. The map on page 16 shows what the delineations look like. The map also
shows two test wells that had been drilled, both of which have been abandoned properly according
to State Regulations.
Recommended radii of WHPAs for wells withdrawing from semi -confined and
highly confined aquifers.
Well Yield Q'
Maximum
Aquifer Thickness3
Radius of WHPA
(gpm)
Permitted
(ft.)
(ft.)
Withdrawal
Rounded
(Qropw2)
gallons
50
36,000
25
1,000
100
72,000
50
1,000
200
144,000
50
1,500
500
360,000
1 75
2,000
1000
720,000
75
3,000
2000
1,440,000
100
3,500
1 Maximum sustained well yield or maximum capacity of the pump, in gallons per minute. Read as "up
to" the indicated value; e.g., for a well yield of 150 gpm, use line representing 200 gpm.
2 Maximum Permitted Withdrawal (Qmpw) based on 12 hours per day of pump operation.
3 Aquifer thickness is a value assumed on the basis of the pumping rate.
14
Brunswick County, NC, Wellhead Protection Plan, December, 2012

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15
Brunswick County, NC, Wellhead Protection Plan, December, 2012

16
Brunswick County, NC, Wellhead Protection Plan, December, 2012

17
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Potential Contaminant Source Inventory
The inventory process begins by looking at the Source Water Assessment Program Report for
Brunswick County. Information from sixteen State and Federal Databases is combined into that
Report, and the information is used as a starting point to research files at the various agencies. All
relevant information is in the PCS table and in the summaries that follow.
Windshield Survey — A windshield survey of the entire WHPA identifies each additional potential
contamination source (PCS) facility or activity that might exist within the WHPA. Onsite visits
are made and additional information is obtained regarding quantity and types of contaminants kept
on site. The Potential Contaminant Source list shows the sources identified during the inventory
along with quantities and types of contaminants found at each site.
Septic Tanks
Brunswick County is served by a sanitary sewer system and all residents and businesses within the
WHPA are connected to the wastewater system.
Abandoned Wells
Brunswick County understands that any unused wells present a possible conduit for contamination
to their aquifer and is working to have them properly abandoned in accordance with standard #15A
NCAC 2C .0110. Brunswick County is also looking at ways to encourage property owners to
abandon any well on their property that is no longer being used.
Potential Contaminant Source Attributes
BRUNSWICK COUNTY WATER SYSTEM
PWS ID: 04-10-045, WELL #5
PCS Name
PCS ID
PCs Type
PCS Risk
Street Address
City
Zip
County
Rating
Arbor
SW8040122
NPDES Permits
H
Arbor Creek Err
Southport
28461
Brunswick
Creek -
Phase 8
St. James
SW8030818
NPDES Permits
H
Paladin Dr
Southport
28461
Brunswick
Plantation -
Paladin
Club Phase
3
Traemoor
SW8050426
NPDES Permits
H
Arbor Creek Dr
Southport
28461
Brunswick
edArbor
Creek
Phase 7
St James
SW8051128
NPDES Permits
H
James Dr From NC
Bali Head
28MI
Brunswick
Plantation-
211
Island
Bancroft
Forest
(Formerly
Paladin
Phase 4)
18
Brunswick County, NC, Wellhead Protection Plan, December, 2012

PCS Name
PCs ID
Attribute
Value
Arbor Creek -Phase 8
SW9040122
Permit Type
State Stormwater
Arbor Creek -Phase 8
SW8040122
Permit Issue Date
2004-05-19
Arbor Creek -Phase 8
SW8040122
Permit Expiration Date
(null)
Arbor Creek -Phase 8
SW8040122
Receiving Stream
Beaverdam Creek
St. James Plantation-
SW9030818
Permit Type
State Stormwater
Paladin Club Phase 3
St. James Plantation-
SW9030818
Permit Issue Date
2005-08-24
Paladin Club Phase 3
St. James Plantation-
SW8030818
Permit Expiration Date
(null)
Paladin Club Phase 3
St. James Plantation-
SW9030818
Receiving Stream
(null)
Paladin Club Phase 3
Traemoor @:Arbor Creek
SW9050426
Permit Type
State Stormwater
Phase 7
Traemoor @Arbor Creek
SW8050426
Permit Issue Date
2005-04-29
Phase 7
Traemoor @:Arbor Creek
SW8050426
Permit Expiration Date
2015-04-29
Phase 7
Traemoor @Arbor Creek
SW8050426
Receiving Stream
Beaverdam Creek
Phase 7
St James Plantation-
SW8051128
Permit Type
State Stormwater
Bancroft Forest (Formerly
Paladin Phase 4)
St James Plantation-
SW9051128
Permit Issue Date
2006-03-03
Bancroft Forest (Formerly
Paladin Phase 4)
St James Plantation-
SW8051128
Permit Expiration Date
(null)
Bancroft Forest (Formerly
Paladin Phase 4)
PCs Name
PCs ID
Attribute
Value
St James Plantation-
SW8051128
Receiving Stream
(null)
Bancroft Forest (Formerly
Paladin Phase 4)
There are several Stormwater Permits issued for Arbor Creek and St. James Plantation
developments as noted above. Stormwater control policies, strategies, and rules are designed to
protect the surface waters of North Carolina from impacts of stormwater pollutants and run-off
volumes. Permits are issued for industrial, municipal, and post construction (development projects)
stormwater programs
19
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Potential Contaminant Source Attributes
BRUNSWICK COUNTY WATER SYSTEM
PWS ID: 04-10-045, WELL #3
PCSNarne
PCs ID
PCs Type
PCSRisk
R.atmg
Screet_iddress
City
zip
CONY
SE.
M2060M
IsMES Pemns
H
4140 C.ar
Solrftw
2m1
prMMEwa
BnE2Mdok
Dr
Sani=V
District
Svdminustra
non
Bu lding
C[D
MdQC'LOiU
0LdLarrdfT1
H
Unhmoa3
SOUTHPO
Unkm
SRUNSVE
SC9_rIH133
0156
Sues
RT
wn
CK
RTLF
PCSYME
PCs M
Amibu-e
Vahm
SEEnm6%w1 Sminry
rnsuict_idn=iaiitadaa
M7D60E4&
Per=Type
Stale Stm,zA'ater
SEEraamick Sachuy
District A&mmLstratim
Ewldmg
SV.WOD840-
P=tllssw-D3 a
20X-1G-1?
SEBrumma Satit31?
Dstrct_A dminur-id0a
B-I mg
7=06cw
PE=Espir on Dote
=016 10 1?
SEErmamicl Sa Lnr.v
District,3 Arnim Madan
SibDyc"
ReeeacingStmam
PeaveTdmkCreek
OLD S01-7EPORTLF
M%KDO X156
l UMbErofSbES
23
OLD M)L7EPOR.TLF
hx*xro()6156
SireSize (Acres)
28-5159P996W
OLD MUIHPUXLF
h1DNCDXP0Zd
Site Ope=gDate
1972
OLD SOT-7EP FXLF
MVCDML%
SiGeClOc D.-.e
19&
The SWAP shows that the SE Brunswick Sanitary District Administration Building has a
stormwater permit as noted above. The SE Brunswick Sanitary District Wastewater Treatment
Plant is located near Southport outside the WHPA. They have four sewer collection stations in the
Arbor Creek development. Those pumping stations are inspected daily, are monitored using a
Supervisory Control And Data Acquisition (SCADA) system, and have all been rehabilitated in the
last year. They are not considered to be a significant threat to Brunswick County's wells, but the
Sanitary District Supervisor has been notified that the pumping stations are within Brunswick
County's WHPA.
The Old Southport Landfill is located beside the Water Treatment Plant. It is an old municipal
landfill that has been closed since 1984. There are no sampling data available near the landfill, but
the PWS Section approved the construction of Well 6A near the old landfill site in 2009, and the
well is sampled for VOCs and SOCs once every three years. There have not been any positive
sample results. Also, the landfill site is in a location where there is a confining layer between it
20
Brunswick County, NC, Wellhead Protection Plan, December, 2012

and the aquifer the nearby wells use. It is in a discharge area, meaning that any contamination that
might be near the surface should discharge into surface waters such as Beaverdam Swamp before
it would percolate into, and become a threat to groundwater.
Midway Trading Post appears on the SWAP Map as being on Highway 211 in the southern center
of the WHPA, but a Google Earth search of its address (3296 Southport Supply Road, SE), and
windshield survey evidence puts its location further northeast at the intersection of Midway Road
and Highway 211 outside of the WHPA.
21
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Potential Contaminant Sources:
PCS Site
Owner/Contact
Potential Contaminant
Quantity
Shapemasters,
PO Box 11128
Build Golf Courses
Inc.
Southport, NC 28461-
Heavy Equipment Storage
1128
Fuel Tank
2,000
910-278-1434
Gallon
General Contractor Permit
# 68223
St James
3905 St James Drive
Residents of St. James Plantation are not
Vehicle
Maintenance,
O 910-253-7650
allowed to keep campers, business
fluids
Inc.
C 910-443-0047
vehicles, etc. parked at their homes. This
is a fenced in area where all manner of
vehicles are parked. It is also where the
maintenance for the development stores its
equipment.
Unabandoned
4006 St. James Drive
Well was previously used for St. James
Outside
Well
Southport, NC 28461
Plantation Water Supply. It is no longer
WHPA
800-245-3871
being used but has not been abandoned.
Brunswick
BEMC Oak Island Office
Electrical Maintenance equipment.
EMC
4335 Southport -Supply
Rd.
Southport, NC
Brunswick Electric
Membership Corporation
P.O. Box 826, Shallotte,
NC 28459
Toll Free 800-842-5871
P 910-754-4391
F 910-755-4299
Martin Register
District Operation
Supervisor
Arbor Creek
Residential Development
Served by Municipal Sewer System
Junkyard
Southport Supply Road
Numerous abandoned vehicles
Auto fluids
MJV Holding Company
LLC
232 NE 33rd Street
Oak Island
28465
James and Mark Warren
910-278-7673
Brunswick
Slade Suchecki
Medical Waste
Small
Family
3690 Southport Supply
Quantities
Medicine
Road
910-454-4343
22
Brunswick County, NC, Wellhead Protection Plan, December, 2012

PCS Site
Owner/Contact
Potential Contaminant
Quantity
Four Paw
500 Executive Park Blvd
Medical Waste
Small
Veterinary
910-457-pets
Quantities
Hospital
Dr. Audra Rickman
Brunswick Co.
Committee Drive
Gasoline
2-
EMS
Diesel
approximat
ASTs
ely 2,000
gallon
Ye Olde Gun
4140 Committee Drive
Lead?
Club
Southport, NC 28461
910-523-0203
Old Southport
Highway 211
NONCD0000156
28 acres
Landfill
Beaverdam
4305 Southport Supply
NPDES Permit 5509 — supernatant from
Creek Water
Highway
lime sludge treatment process
Treatment
Chemical Storage, Mixing, Handling
Plant
SE Brunswick
4040 Committee Drive
WQ0009106
Sanitary
WWTP - Sea Pine Drive
NDP666
District
Thomas Spivey, Mgr.
Permits for WW pumping stations in Arbor
910-457-1065
Creek
Power Lines
Duke Energy
Power lines run through the center of the
P.O. Box 1090
WHPA, but a conversation with BEMC
Charlotte, NC 28201-
indicates that the lines are kept clear of
1090
vegetation using heavy equipment and not
1-800-777-9898
the spraying of herbicides because they are
located in areas of wetlands.
23
Brunswick County, NC, Wellhead Protection Plan, December, 2012

4. P.
Goo$ie earth
lon -r 5 0';5F nh ft, _ Eye 0 491 ft

C
C
ICI
ICI
J
Q
#

Risk Assessment
Brunswick County's fourteen wells are located north and south of Highway 211 northeast of the
small town of Southport. They are in a very rural area and most can only be accessed via a dirt
road where there is very little development and very few potential contamination sources, so some
wellhead areas will contain no PCSs. A few of the wells are closer to Highway 211, so there are
more PCSs in those areas.
Risk Assessment Method
For each WHPA, the PCSs were ranked according to the threat each poses to the water supply
wells. Each PCS was assigned a risk category of higher, moderate, or lower risk base on published
information. (see appendix) This risk categorization was used in conjunction with other
information in order to complete the final PCS ranking for the WHPA.
For each PCS, the "category" score was multiplied by a "proximity" score to produce a risk score
for the PCS. For the given WHPA, a proximity score was assigned to each PCS with the following
equation:
proximity score = 1- (distance from the well/radius of the WHPA)
The result is a relative ranking of each PCS within a given WHPA according to the threat it poses
to the water supply well. Assessing the relative risk of contamination within each WHPA from the
PCSs it contains allowed for a determination of (1) which water supply wells are at greatest risk of
contamination, and (2) which PCSs should be considered first with respect to wellhead protection.
Once the risk assessment is carried out, priorities can be set to more effectively manage the PCSs.
The higher ranked PCSs are shaded in pink.
Distance
Risk
Well
Proximity
Well
PCS Site
Category
Radius
(ft.)
Score 1
1
Comment
Ye Olde Gun Club
1
1870
1884
-0.01
0.0
This hunt club
facility is just
outside Well 1
WHPA.
Distance
Risk
Well
Proximity
Well
PCS Site
Category
Radius
(ft.)
Score 2
2
Comment
Ye Olde Gun Club
1
1206
532
0.56
0.6
26
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Risk
Distance
Proximity
Well
PCS Site
Category
Radius
Well 3
Score 3
3
Comment
(ft)
Brunswick Co. EMS
2
2147
943
0.56
1.1
Brunswick Family
1
2147
1467
0.32
0.3
Medicine
Four Paw Veterinary
1
2147
1716
0.20
0.2
Hospital
Old Southport
3
2147
1566
0.27
0.8
See description of
Landfill
Landfill.
Beaverdam Creek
2
2147
2022
0.06
0.1
Water Treatment
Plant
Highway 211
2
2147
1487
0.31
0.6
SE Brunswick
1
2147
663
0.69
0.7
Sanitary District SW
Highway 211
2
2147
1496
0.33
0.7
TOTAL
4.5
Distance
Risk
Proximity
Well
PCS Site
Radius
Well 5
Comment
Category
Score 5
5
(ft.)
Arbor Creek
1
1538
101
0.93
0.9
SE Brunswick
3
1538
898
0.42
1.2
Sanitary District
TOTAL
3.9
27
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Distance
Risk
Proximity
Well
PCS Site
Radius
WellA
Comment
Category
Score 6A
6A
Brunswick EMC
3
1931
483
0.75
2.2
Beaverdam WTP
2
1931
666
0.66
1.3
Four Paws Veterinary
1
1931
994
0.49
0.5
Center
Junkyard
3
1931
1344
0.30
0.9
Old Southport
3
1931
1649
0.15
0.4
Landfill
Brunswick Family
1
1931
1503
0.22
0.2
Medicine
Brunswick EMS
2
1931
1752
0.09
0.2
Highway 211
2
1931
826
0.57
1.1
TOTAL
6.8
Distance
Risk
Proximity
Well
PCS Site
Radius
Well 8
Comment
Category
Score 8
8
(ft)
1
2365
309
0.87
0.9
Duke Energy Power
Lines
TOTAL
1 0.9
Distance
Risk
Proximity
Well
PCS Site
Radius
Well 11
Comment
Category
Score 11
11
(ft)
Highway 211
2
3500
309
0.91
1.8
Shapemaster, Inc.
2
3500
2334
0.33
0.7
TOTAL
12.5
Distance
Risk
Proximity
Well
PCS Site
Radius
Well 12
Comment
Category
Score 12
12
(ft)
Highway 211
2
3000
2032
0.32
0.6
Shapemaster, Inc.
2
3000
640
0.79
1.6
TOTAL
12.2
28
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Distance
Proximity
Risk
ell
PCS Site
Radius
Well
Score
Comment
C r
g y
12A
12A (ft.)
12A
Highway 211
2
4611
2032
0.56
1.1
Shapemaster, Inc.
2
4611
2899
0.37
0.7
TOTAL
11.9
Distance
Risk
Proximity
Well
PCS Site
Radius
Well 15
Comment
Category
Score 15
15
(ft.)
Duke Energy Power
1
3174
568
0.82
0.8
Lines
TOTAL
0.8
Distance
Risk
Proximity
Well
PCS Site
Radius
Well 16
Comment
Category
Score 16
16
(ft.)
Duke Energy Power
1
2365
709
0.70
0.7
Lines
TOTAL
0.7
Distance
Risk
Proximity
Well
PCS Site
Radius
Well 17
Comment
Category
Score 17
17
(ft.)
Duke Energy Power
1
3000
1155
0.62
0.6
Lines
TOTAL
0.6
Distance
Risk
Proximity
Well
PCS Site
Radius
Well 18
Comment
Category
Score 18
18
(ft.)
Duke Energy Power
1
3000
602
0.80
0.8
Lines
TOTAL
1 0.8
29
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Distance
Risk
Proximity
Well
PCS Site
Radius
Well9
Comment
Category
j
Score 19
19
Duke Energy Power
1
2290
801
0.65
0.7
Lines
TOTAL
0.7
Risk Assessment Summary
Taking into consideration the nature and number of PCSs and the location of each PCS in relation
to the well's location in the WHPA, a ranking of the vulnerability of the water supply wells is as
follows with number 1 being the highest risk:
1. Well #6A
2. Well #3
3. Well #5
4. Well #11
5. Well #12
6. Well #12A
7. Well #8
8. Well #15
9. Well #18
10. Well #16
11. Well #19
12. Well #17
13. Well #2
14. Well #1
30
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Management of the Wellhead Protection Area
There are two methods of managing a Wellhead Protection Area. They are regulatory and non -
regulatory. Brunswick County has chosen the non -regulatory management method.
A Wellhead Protection Brochure (tri-fold) or newsletter will be delivered to each resident, business,
agricultural operation and industry within the Wellhead Protection Area. Copies of this brochure
or letter will be made available at the Brunswick County Water Department and other locations
deemed necessary for public education on Wellhead Protection. In general, the brochure or letter
will convey to each citizen/business the following information:
1- An explanation of what groundwater is and the number of wells in
their particular system
2- An explanation of what a Wellhead Protection Program is
3- Sources of groundwater pollution
4- Phone numbers to contact for more information
5- Tips on protecting their water supply such as:
• Proper disposal of household hazardous wastes and oils (i.e., not disposed of
through septic systems, pouring on ground, or through regular garbage collection)
• Proper use and storage of fertilizers and pesticides
• Proper maintenance of home heating oil tanks and septic systems
Brunswick County will provide information to each business, industry, and farm located within the
WHPAs on waste handling practices, best management practices, standard operating procedures,
and waste oil disposal methods which could be employed to reduce the potential for ground water
contamination. Brunswick County will also provide information regarding the North Carolina
Division of Environmental Assistance and Outreach (DEAD) to each business, industry, and farm
located within the WHPA. Owners/operators of potential contamination sources will be
encouraged to contact the DEAD. The DEAO provides free technical and other non -regulatory
assistance to reduce the amount of waste released into the air and water and on the land. The DEAO
serves as a central repository for waste reduction and pollution prevention information. The DEAO
emphasizes waste reduction through pollution prevention, encourages companies and government
agencies to go beyond compliance, and provides information about the environmental permitting
process. This information is provided at no charge to North Carolina businesses, industries,
government agencies, and the general public upon request. For additional information, the DEAO
may be contacted at 1-877-623-6748 or to report an environmental emergency, call 1-800-858-
0368. Their website is http://portal.ncdenr.org/web/deao/.
Personnel in Brunswick County will be educated on Wellhead Protection and steps they can take
to reduce the potential for contamination (e.g., information about best management practices,
standard operating procedures, waste handling practices, etc.). Brunswick County will also contact
the North Carolina Division of Environmental Assistance and Outreach (DEAD) to investigate
steps that the County can take to reduce the amount of waste released into the air and water and on
the land at County owned and/or managed facilities.
Owners of improperly constructed/abandoned wells within the WHPAs will be provided
information regarding the threat posed to the water supply by these wells. Owners of improperly
constructed/abandoned wells will be encouraged to have these wells properly abandoned in
accordance with NC's well construction standards found at 15A NCAC 2C.0100, "Criteria and
Standards Applicable to Water Supply and Certain Other Wells". If information exists that a well
31
Brunswick County, NC, Wellhead Protection Plan, December, 2012

is improperly constructed or is contributing to the contamination of groundwater, Brunswick
County will notify the Aquifer Protection Section, Division of Water Quality.
All owners/operators of regulated underground storage tanks (USTs) and other facilities subject to
federal and/or state regulations located within the WHPA will be requested to supply
documentation that their facility is in compliance with said regulations. Operators of UST's will
be asked to supply the town with a copy of their UST permit. If any UST sites are found to be non-
compliant, the Underground Storage Tank Section of the State Division of Waste Management will
be notified. There are no such facilities within the WHPA at this time.
If an abandoned UST site is found, Brunswick County will contact the North Carolina Division of
Waste Management, UST Section, to determine if a closure report was submitted demonstrating
that no soil or groundwater contamination was identified during the removal of UST's. If a closure
report was not submitted, Brunswick County will notify the UST Section of the location of the
facility within the WHPA and its proximity to a public water supply well.
For soil or ground -water contamination incidents occurring within the WHPA, Brunswick County
will contact the State agencies with oversight responsibilities for remediation to determine if
remediation efforts are proceeding in a timely fashion and in accordance with any schedules
established by these agencies. Through this process, the County will bring to the attention of the
State agencies with oversight responsibilities for remediation any failures by the responsible parties
to comply with required monitoring and corrective action. Brunswick County will also notify the
State agencies with oversight responsibilities for remediation of the location of the facility within
the WHPA and its proximity to a public water supply well. There are no such facilities within the
WHPA at this time.
Household Hazardous Waste Collection in Brunswick County - notification for a fall event.
There is also an event held every spring.
The Brunswick County Solid Waste Department will be at South Brunswick Middle School from
9 am to 2 pm to collect household hazardous waste. Items will be taken free of charge from
Brunswick County Residents. Must show proof of Brunswick County residency.
Some items that are accepted at the HHW collection are various paints, stains, insecticides,
herbicides, household cleaners, automotive fluids, pool chemicals, batteries, fluorescent bulbs,
CFL's, and aerosol cans. For items not mentioned please contact the Brunswick County Solid Waste
Department at 910-253-2524. All items brought to the event must be labeled. The staff onsite
reserves the right to refuse any item brought to the event.
Electronics are not included in the HHW collection. They are recycled year round at the Brunswick
County Landfill. There is no charge for this service.
The fall HHW event is sponsored by Brunswick County Solid Waste/Recycling department and
the North Carolina Department of Agriculture and Consumer Services and NCCES.
All farms, residents, businesses, and industries in the WHPAs with septic tanks and home heating
oil tanks will be distributed a copy of the Wellhead Protection Brochure and any other information
Brunswick County can obtain from County and/or State agencies on proper septic tank and heating
oil tank maintenance.
Any automotive repair shops in the Wellhead protection area currently, and any new businesses
that move into the Wellhead Protection Area that produce auto wastes (oils, acids, anti -freeze, etc.)
32
Brunswick County, NC, Wellhead Protection Plan, December, 2012

will be provided information on waste handling practices, best management practices, standard
operating procedures, and waste oil disposal methods which could be employed to reduce the
potential for ground water contamination. They will also be provided with information regarding
the North Carolina Division of Environmental Assistance and Outreach (DEAO) Owners/operators
of these facilities will be encouraged to contact the DEAD. There are no such facilities within the
WHPA at this time.
Brunswick County will contact all facilities or agricultural operations within the WHPAs with
pesticide storage or otherwise involved with the application of pesticides to ensure their pesticide
operators are licensed by the State of North Carolina and that proper records are maintained to
ensure that all NC Pesticide Laws are adhered to. Brunswick County will provide information to
these facilities or agricultural operations on waste handling practices, best management practices,
standard operating procedures, and proper waste disposal methods which could be employed to
reduce the potential for ground water contamination. These facilities will also be provided with
information regarding the North Carolina Division of Environmental Assistance and Outreach
(DEAD). There are no such facilities within the WHPA at this time.
Brunswick County will notify any individual, industry, business, or government agency installing
or planning to install a regulated underground storage tank within the wellhead protection area of
the following regulation:
North Carolina Underground Storage Tank (UST) Regulation 15A NCAC 2N .0301 stipulates
specific siting and secondary containment requirements for UST systems installed after January 1,
1991. The rule is summarized as follows:
(1) No UST system may be installed within 100 feet of a public water supply well or within 50 feet
of any other well used for human consumption.
(2) Secondary containment is required for UST systems within 500 feet of a well serving a public
water supply or within 100 feet of any other well used for human consumption.
Violations of this regulation will be reported to the Division of Waste Management, Underground
Storage Tank Section. The UST Section will also be notified of the location of the facility within
the WHPA and its proximity to a public water supply well or any other well used for human
consumption.
A regulated UST system is any underground storage tank and associated piping that contains
petroleum (including gasoline, diesel and used oil) or a hazardous substance as defined by the State
rules (15A NCAC 2N). Tanks containing heating oil for use on the premises where stored are not
regulated.
Facilities with an underground buried storage capacity of more than 42,000 gallons of oil, or an
aggregate above ground storage capacity greater than 1320 gallons of oil, or an above ground
storage capacity of a single container in excess of 660 gallons are subject to the Oil Pollution
Prevention regulations contained in Federal Regulations found at 40 CFR 112. These facilities
must prepare and implement a Spill Prevention Control and Countermeasures (SPCC) Plan. The
Association should verify the status of the SPCC Plan for each subject facility located within the
WHPA. The North Carolina General Statutes require registration of any facilities storing more
than 21,000 gallons of petroleum product. Subject facilities not in compliance with these
regulations should be notified of their regulatory responsibility under this regulation. The
Association should also notify the Division of Water Quality, Aquifer Protection Section if such
facilities do not promptly come into compliance.
Brunswick County will contact the Division of Water Quality regarding facilities permitted to
discharge wastewater to the land surface (Non-NPDES Permitted Facilities) to determine if any
33
Brunswick County, NC, Wellhead Protection Plan, December, 2012

such operations located within the WHPA are in compliance with applicable regulatory and permit
requirements pertaining to environmental protection such as routine monitoring and reporting
requirements. Notification will be made to the Division of Water Quality if it is determined that
the facility has failed to maintain compliance with any regulatory and/or permit requirements
pertaining to environmental protection such as routine monitoring and reporting requirements.
Brunswick County will contact the Division of Water Quality regarding facilities with NPDES
permits to determine if all such NPDES discharges are in compliance with applicable regulatory
and permit requirements pertaining to environmental protection such as routine monitoring and
reporting requirements. Notification will be made to the Division of Water Quality if it is
determined that the facility has failed to maintain compliance with any regulatory and/or permit
requirements pertaining to environmental protection such as routine monitoring and reporting
requirements. Brunswick County Water Department will maintain compliance with conditions in
the NPDES permits to discharge supernatant from lime sludge produced during the treatment
process.
Brunswick County will contact the Division of Water Quality (DWQ) regarding any lagoon or hog
farm located within its WHPAs. The Association will inform the DWQ of the lagoon or hog farm's
location within a WHPA and its proximity to a public water supply well. It will also determine if
the facility is in compliance with any regulatory and permit requirements pertaining to
environmental protection such as routine monitoring and reporting requirements. Notification will
be made to the Division of Water Quality if it is determined that the facility has failed to maintain
compliance with any regulatory and/or permit requirements pertaining to environmental protection
such as routine monitoring and reporting requirements. There are no such facilities within the
WHPA at this time.
Brunswick County will contact all facilities within the WHPAs with pesticide storage or otherwise
involved with the application of pesticides to ensure their pesticide operators are licensed by the
State of North Carolina and that proper records are maintained to ensure that all NC Pesticide Laws
are adhered to. Brunswick County will provide information to these facilities on waste handling
practices, best management practices, standard operating procedures, and proper waste disposal
methods, which could be employed to reduce the potential for ground water contamination. These
facilities will also be provided with information regarding the North Carolina Division of
Environmental Assistance and Outreach (DEAO). There are no such facilities within the WHPA
at this time.
34
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Emergency Contingency Plan
The primary person responsible for implementing the emergency contingency plan is the Water
Resources Superintendent. The secondary (back-up) person responsible for implementation is the
Chief Operator.
Should a major oil or chemical spill occur within the Wellhead Protection Area, appropriate
emergency agencies will be notified. The first of these would include the Brunswick County Fire
Department and the Brunswick County Emergency Coordinator.
Fire Department
911
Brunswick County Emergency Services
Mailing Address: PO Box 249, Bolivia, NC 28422
Physical Address: 3325 Old Ocean Hwy. Building C, Bolivia, NC 28422
Phone Number: [phone] Fax Number: [phone]
If power is lost to the wells, there is one large generator and two mobile generators that can provide
power to pump the wells until power is restored.
If evidence exists that indicates a well is contaminated, it will immediately be taken off line and
not returned to service until it is determined that water quality from the impacted well is in
compliance with standards governing public water supplies.
If one of Brunswick County's wells were to become contaminated, it would be isolated from the
rest of the system by shutting -off valves. If it were determined that contaminants had entered the
distribution system, residents would be notified by radio, TV, newspaper, door -hangers, etc. not to
drink the water until further notice.
The regional office of the Public Water Supply Section would be notified immediately of the
situation and asked for assistance. Sampling (i.e. bacteriological, VOC's, SOC's, etc.) would begin
to determine the contaminant involved and the extent of contamination. A systematic flushing of
the distribution system would begin with follow-up sampling conducted as needed until the system
was determined to be free of contamination and in compliance with standards governing public
water supplies.
After consultation with the Public Water Supply Section, residents would be notified that the town's
water was once again safe for consumption.
Short term contingency plan — Brunswick County 211 WTP has the capacity to store 2.75 million
gallons of water onsite. It uses an average of 2.86 MGD so if an emergency occurred with its wells,
they would have less than one day's worth of water if its tanks were filled to capacity.
Long term contingency plan — There are two interconnections with the Northwest Water
Treatment Plant, one on Rt. 133 and one on Rt. 211, and water can be received from that system in
the case of a long-term emergency.
35
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Emergency Contact Numbers and Additional Resources:
Name
Resource
Primary person responsible for implementing
Emergency Response
emergency contingency plan
Jeremy Sexton — Water Resources
Superintendent
Work
910-454-0512
Cell
910-477-0918
Secondary person
Emergency Response
Kenny Revels —
Chief Operator
Cell
910-508-7466
Local Resources:
Emergency Response
Brunswick County Health Department
910-253-2250
888-428-4429
Brunswick Community Hospital
1 Medical Center DR PO Box 139
Supply, NC 28462
910-755-8121
J Arthur Dosher Memorial Hospital
924 Howe St.
Southport, NC 28461
910-457-3800
Southport Police Department
911
Brunswick County Offices
PO Box 249
Bolivia, NC 28422
Location:
David R. Sandifer County Administration
Building
30 Government Center Drive, Bolivia
Phone: [phone]
E-mail: [e-mail]
Brunswick County Sheriff
911
Local Newspaper
Public Notification
Mailing Address:
The Brunswick Beacon
PO Box 2558
Shallotte NC 28459
Physical and Shipping Address:
The Brunswick Beacon
208 Smith Ave
Shallotte NC 28470
36
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Main Phone:
910-754-6890
Fax:
910-754-5407
Public Water Supply Section
Technical Assistance
1634 Mail Service Center
Regulatory guidance
Raleigh, NC 27699-1634
919-715-2853
NC Department of Environment & Natural
Regional Water Quality Section, Public Water
Resources, Wilmington Regional Office
Supply Section, UST Section, Groundwater
127 Cardinal Drive Extension
Section, Hazardous Waste Section
Wilmington, NC 28405
Spills, Regulatory information and technical
910-796-7215
assistance
Department of Transportation
WHPA Signs, emergency spill notification
State Traffic Engineer
Mr. Ken Ivey
1561 Mail Service Center
Raleigh, North Carolina 27699-1561
Local Office —
National Guard Armory
Emergencies, as available:
5050 Main Street
Generators, 400-gallon water trailers, bottled
Shallotte, NC 28470
water, transportation
910-754-6821
NC Rural Water Association
Technical assistance
Post Office Box 590
Education
Welcome, NC 27374
336-731-6963
North Carolina Cooperative Extension Service
Educational brochures, publications
Campus Box 7602
North Carolina State University
Raleigh, NC 27695-7602
919-515-2811
www..bae.ncsu.edu
US EPA Regional Office
Above ground storage tank information
AST/SPCC Program
Region IV
61 Forsyth Street
Atlanta, GA 30365-3415
404-562-8761
www.epa.gov/oilspill
US EPA Regional Office
GW & UIC Section
Region IV
Atlanta Federal Center
Educational brochures, publications
61 Forsythe St.
Atlanta, GA 30303-8960
ov
www.OL.gov
North Carolina Division of Environmental
Technical and non -regulatory assistance to
Assistance and Outreach (DEAD)
reduce waste
1639 Mail Service Center
37
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Raleigh, NC 27699-1639
1-877-623-6748 or to report an environmental
emergency, call 1-800-858-0368
h :// ortal.ncdenr.or /web/deao/.
National Small Flows Clearinghouse
Pamphlets, brochures, training aids
West Virginia University
Post Office Box 6064
Morganton, WV 26506-6064
800-624-8301
www.nesc.wvu.edu/nsfc/nsfc index.htm
38
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Public Participation
Brunswick County posted a notice in its local newspaper explaining to its citizens what a Wellhead
Protection Plan is and how they have the opportunity to review Brunswick County's WHPP and
make comments (example below). Substantive comments received from the public will be
incorporated into the final version of Brunswick County's WHPP. A copy of the public notification
showing the date the notification was published is included with this document. A link to a copy
of the completed Plan will be placed on Brunswick County's website (http://www.brunsco.net/) for
further public review and comment.
Public Notification Example
Brunswick County, with assistance from the North Carolina Rural Water Association, is in the
process of developing a Wellhead Protection Plan. This is a voluntary program intended to assist
in protecting the County's water supply from contamination, and to identify vulnerable areas
around their wells called "Wellhead Protection Areas." Another goal of this plan is to make
residents and businesses aware that chemicals and other pollutants spilled or dumped in the vicinity
of the "Wellhead Protection Areas" can be drawn into the wells, possibly contaminating the
County's drinking water supply.
A draft copy of the Wellhead Protection Plan is available for review and comment at
the . The public is invited to review the plan, and submit any comments or
suggestions to Brunswick County. All written comments will be reviewed by the Wellhead
Protection Committee, and any suggestions or comments that may be beneficial will be
incorporated into the plan.
If you have any questions or comments, please contact Brunswick County Water Resources
Superintendent, Jeremy Sexton at 910-454-0512.
Underlined portion is required. Time period and other wording is optional.
A copy of this notice will be forwarded to the PWS.
39
Brunswick County, NC, Wellhead Protection Plan, December, 2012

New Public Water Supply Wells
Brunswick County will amend its Wellhead Protection Plan to include any new well(s) added to its water
system. The following steps will be taken to address any new wells added to the water system.
1. Develop a preliminary WHPA for the proposed well in order to determine the area of vulnerability.
2. Develop a contaminant source inventory for the preliminary WHPA.
3. Submit the information obtained in items 1 and 2 above to the WPC committee identified in Section
1. Any information required by the Public Water Supply Section (PWSS) relating to the
development and construction of new public water supply (PWS) wells must also be submitted.
4. If the WPC committee grants provisional approval of the proposed WHP Plan and the PWSS grants
approval to construct or expand the PWS well or well system, then work may proceed with well
construction.
5. Finalize the WHPA delineation for the new well.
6. Finalize the contaminant source inventory for the WHPA.
7. Submit finalized WHPA and contaminant source inventory to the WPC committee.
8. Once approval is received, implement any necessary regulatory and or non -regulatory potential
source management practices.
9. Submit the amended WHP Plan and all necessary supporting information to the PWSS for review
and approval.
Future Wellhead Protection
Brunswick County is aware that an effective local Wellhead Protection (WHP) Program is an ongoing
process requiring monitoring of the Wellhead Protection Area (WHPA) and periodic review and updating
of an approved WHP Plan. Therefore, Brunswick County's WHP Committee will monitor the WHPA for
any new or previously unidentified potential contaminant sources (PCSs) and activities occurring within
the approved WHPA. Brunswick County will amend the PCS inventory and other Plan components (e.g.
the management strategies, emergency contingency plan, etc.) as necessary to incorporate any new threats
to the County's ground -water source of drinking water. Additionally, the PCS inventory will be updated
annually using the same procedures used to develop the original PCS inventory. Brunswick County will
also fully update the WHP Plan every five years or at any time a new well is constructed for use with the
County's water supply system or a major land use change occur within a WHPA. The individual
responsible for implementation of the WHP Plan will submit notification to the Public Water Supply
Section annually upon completion of the PCS inventory update or immediately following the completion
of a major revision. Any amended or revised sections of the approved WHP Plan resulting from an update
or revision will also be submitted upon completion.
40
Brunswick County, NC, Wellhead Protection Plan, December, 2012

References
Heath, Ralph C., Johnson, M. Gale. (2003). The North Carolina Wellhead Protection Program Guide.
North Carolina Public Water Supply Section
NC Department of Environment and Natural Resources, Division of Waste Management, Inactive
Hazardous Waste Sites Section, 1601 Mail Service Center, Raleigh, NC 27699-1601, 217 W. Jones St.,
Archdale Building 512 N. Salisbury St., Toll Free: [phone]
Southeast Brunswick Sanitary District, 4240 Committee Drive SE, Southport, NC 28461, 910-457-0006,
FAX [phone]
Brunswick County website - http://www.brunswickcountync.gov/
41
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Glossary of acronyms and abbreviations
EPA -Environmental Protection Agency
WiRO-Wilmington Regional Office
DWQ-Division of Water Quality
UST -Underground Storage Tank
AST -Above ground Storage Tank
VOC-Volatile Organic Compound
SOC-Semi-volatile Organic Compound
NCDEH-North Carolina Department of Environmental Health
PWS-Public Water Supply
PWSS-Public Water Supply Section
NCDENR-North Carolina Department of Environment and Natural Resources
WPC -Wellhead Protection Committee
WHPP-Wellhead Protection Program
WHPA-Wellhead Protection Area
GPM -gallons per minute
GPD-gallons per day
PPM-parts per million
Ppb-parts per billion
CAP -Corrective Action Plan
NOV-Notice of Violation
PCS-Potential Contamination Source
DWM-Division of Waste Management
NPDES-National Pollutant Discharge Elimination System
SPCC-Spill Prevention Control and Countermeasures
UIC-Underground Injection Control
DPPEA-Division of Pollution Prevention and Environmental Assistance
SWAP — Source Water Assessment Program
PIRF — Pollution Incident Reporting Form
42
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Appendix
43
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Databases used in the Source Water Assessment Program (SWAP) and Searched during the PCS
inventory.
Name: Animal Operations
Description:
This database contains permitted facilities for animal operations consisting of swine, cattle, poultry and
horse farms that are required to have Certified Animal Waste Management Plans (CAWMP). Division of
Water Quality (DWQ) rules mandated that all facilities in operation prior to January 1, 1994 register with
the division. Since January 1, 1994 any new facilities were required to obtain a CAWMP before starting
their animal operation. In addition, any facilities in operation prior to January 1, 1994 were required to
obtain a CAWMP by December 31, 1997. As of January 1, 1997 all new facilities were required to obtain
a permit from DWQ prior to construction and be certified prior to startup, and all existing facilities were
to be permitted by DWQ over the next 5 years.
Source of Data:
Data was obtained from the Division of Water Quality, Aquifer Protection Section, Animal Operations
Program in June of 2004. For additional information about this data, contact the Animal Operations staff
by phone at 919-733-3221 or visit their web site.
Name: CERCLIS Sites
Description:
The Superfund program was created by the Comprehensive Environmental Response, Compensation, and
Liability Act, amended by the Superfund Amendments and Reauthorization Act. The acts established
authority for the government to respond to the release/threat of release of hazardous wastes, including
cleanup and enforcement actions. Long-term cleanups at National Priority List sites last more than a year
while short term /emergency cleanups are usually completed in less than a year. CERCLIS is a database
used by the U.S. Environmental Protection Agency to track activities conducted under its Superfund
program. CERCLIS contains data on potentially hazardous waste sites that have been reported to the
EPA. Sites are investigated because of a potential for releasing hazardous substances into the environment
are added to the CERCLIS inventory. EPA learns of these sites through notification by the owner, citizen
complaints, state and local government identification, and investigations by EPA programs other than
Superfund. Specific information is tracked for each individual site.
Source of Data:
Data was obtained from the Environmental Protection Agency, Region 4 office in September of 2004. For
additional information about this data, contact the EPA Region 4 Waste Management Division or visit
their web site.
Name: NPL Sites
Description:
The Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA), amended by
the Superfund Amendments and Reauthorization Act, created the Superfund program. The acts
established authority for the government to respond to the release/threat of release of hazardous wastes,
including cleanup and enforcement actions. Long-term cleanups at National Priority List (NPL) sites last
more than a year while short term /emergency cleanups are usually completed in less than a year. Sites are
listed on the NPL upon completion of a Hazard Ranking System (HRS) screening, public solicitation of
44
Brunswick County, NC, Wellhead Protection Plan, December, 2012

comments about the proposed site, and after all comments have been addressed. Section 105(a)(8)(B) of,
CERCLA as amended, requires that the statutory criteria provided by the HRS be used to prepare a list of
national priorities among the known releases or threatened releases of hazardous substances, pollutants, or
contaminants throughout the United States. This list, which is Appendix B of the National Contingency
Plan, is the NPL.
The identification of a site for the NPL is intended to guide EPA in determining which sites warrant
further investigation to assess the nature and extent of the human health and environmental risks
associated with a site, identifying what CERCLA-financed remedial actions may be appropriate, notifying
the public of sites EPA believes warrant further investigation; and serving notice to potentially
responsible parties that EPA may initiate CERCLA-financed remedial action. Inclusion of a site on the
NPL does not in itself reflect a judgment of the activities of its owner or operator, it does not require those
persons to undertake any action, nor does it assign liability to any person. The NPL serves primarily
informational purposes, identifying for the States and the public those sites or other releases that appear to
warrant remedial actions.
Source of Data:
Data was obtained from the Environmental Protection Agency, Region 4 office in September of 2004. For
additional information about this data, contact the EPA Region 4 Waste Management Division or visit
their web site.
Name: Non -Discharge Permits
Description:
The non -discharge database identifies industrial and municipal facilities that are permitted to operate any
sewer system, treatment works, disposal system, petroleum contaminated soil treatment system, animal
waste management system, storm water management system or residual disposal/utilization system which
does not discharge to surface waters of the state, including systems which discharge waste onto or below
land surface.
Source of Data:
Data was obtained from the Division of Water Quality, Aquifer Protection Section in July of 2004. For
additional information about this data, contact the Division of Water Quality staff by phone at 919-733-
3221 or visit their web site.
Name: NPDES Permits
Description:
The National Pollutant Discharge Elimination System (NPDES) database identifies facilities permitted for
the operation of point source discharges to surface waters in accordance with the requirements of Section
402 of the Federal Water Pollution Control Act. Point sources are discrete conveyances such as pipes or
man-made ditches. Industrial, municipal, and other facilities must obtain permits if their discharges go
directly to surface waters. The NPDES permit program controls water pollution by regulating point
sources that discharge pollutants into public waters.
Source of Data:
Data was obtained from the Division of Water Quality, Surface Water Protection Section in July of 2004.
For additional information about this data, contact the Division of Water Quality staff by phone at 919-
733-7015 or visit their web site.
45
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Name: Old Landfill Sites
Description:
This database contains sites that are old municipal landfillls or dump sites which were not permitted since
they pre-existed the effective date of the solid waste permitting rules. These sites are not currently in
operation.
Source of Data:
Data was obtained from the Division of Waste Management, Superfund Section Inactive Hazardous Sites
Branch (IHSB) in July of 2004. For additional information about this data, contact the Division of Waste
Management staff by phone at 919-733-4996. Since 2000 the IHSB has conducted a geographic inventory
of the old landfills in 38 eastern counties. Although they are working to inventory the old landfill sites
statewide, the geographic locations of these sites in the remaining counties are much less reliable. You
may contact the IHSB for a list of the 38 counties.
Name: PCB Sites
Description:
This database identifies generators, transporters, commercial storers and/or brokers and disposers of
Polychlorinated Biphenyls (PCBs). Concern over the toxicity and persistence in the environment of PCBs
resulted in the Toxic Substances Control Act that prohibited the manufacture, processing, and distribution
in commerce of PCBs. Thus, TSCA legislated true "cradle to grave" (i.e., from manufacture to disposal)
management of PCBs in the United States. PCBs are mixtures of synthetic organic chemicals with the
same basic chemical structure and similar physical properties ranging from oily liquids to waxy solids.
Due to their non -flammability, chemical stability, high boiling point and electrical insulating properties,
PCBs were used in hundreds of industrial and commercial applications including electrical, heat transfer,
and hydraulic equipment, plastics and rubber and many other applications.
Source of Data:
Data was obtained from the Environmental Protection Agency, Office of Pollution Prevention and Toxics
in December of 2000. As of September 2004 this data set has not substantially changed. For additional
information about this data, contact the PCB staff at 202-566-0500 or visit their web site.
Name: Pollution Incidents
Description:
This database contains information regarding the release of pollutants into the environment that have or
are likely to have, impact on the groundwater resources of the State. The initial information regarding
these releases is usually obtained from concerned citizens or responsible parties, who report a release to
the Department of Environment and Natural Resources. After an incident is reported, regional office staff
investigate the reported incident and enter the results of their investigation into a statewide database. This
database contains an inventory of reported incidents from a variety of sources, such as leaking storage
tanks, tanker spills, animal feedlots, stockpiles and etc. Substances released into the environment include
gasoline and other related compounds, chemicals, nitrates, pesticides, and other organic and inorganic
contaminants.
Source of Data:
There are two main sources for this data. The Division of Waste Management, Underground Storage
Tank Section provided information on the pollution incidents that resulted from a leaking underground
46
Brunswick County, NC, Wellhead Protection Plan, December, 2012

storage tank. The Division of Water Quality, Aquifer Protection Section provided information on all other
pollution incidents. In August of 2004 data was obtained from the Underground Storage Tank Section.
For additional information about this data, contact the UST section staff by phone at 919-733-9413 or
visit their web site. In June of 2004 data was obtained from the Division of Water Quality, Aquifer
Protection Section. For Additional information contact the Aquifer Protection Section staff by phone at
919-733-3221.
Name: Hazardous Waste Generators / Transporters
Description:
This database has records for all hazardous waste, generators, and transporters as defined by the Resource
Conservation Recovery Act (RCRA). Hazardous waste as defined by RCRA is waste material that
exhibits ignitability, corrosivity, reactivity, or toxicity. Hazardous waste comes in many shapes and
forms. Chemical, metal, and furniture manufacturing are some examples of processes that create
hazardous waste. RCRA tightly regulates all hazardous waste from "cradle to grave" (i.e., from
manufacture to disposal).
Source of Data:
Data was obtained from the Environmental Protection Agency, Region 4 office in August of 2004. For
additional information about this data, contact the EPA Region 4, Waste Management Division staff by
phone at 404-562-8440 or visit the web site.
Name: RCRA TSD Sites
Description:
Treatment/Storage/Disposal or TSD sites are facilities that are engaged in the activities of the treatment,
storage, or disposal of hazardous waste. Under the Resource Conservation Recovery Act (RCRA) TSD
activity can occur only at facilities that received or stored hazardous waste after November 19, 1980, the
effective date of the RCRA regulations.
Source of Data:
Data was obtained from the Environmental Protection Agency, Region 4 office in August of 2004. For
additional information about this data, contact EPA Region 4, Waste Management Division staff by
phone at 404-562-8440 or visit their web site.
Name: Septage Disposal Sites
Description:
This database contains information on permitted, dedicated sites where septage is land applied. The
septage management program assures that septage (a fluid mixture of untreated and partially treated
sewage solids, liquids and sludge of human or domestic origin that is removed from a septic tank system)
is managed in a responsible, safe and consistent manner across the state.
Source of Data:
Data was obtained from the Division of Waste Management, Solid Waste Section in June of 2004. For
additional information about this data, contact the Division of Waste Management staff by phone at 919-
733-4996.
47
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Name: Soil Remediation Sites
Description:
This database contains information on permitted, dedicated sites where soil contaminated by leaking
petroleum or chemical storage tanks can be taken for bioremediation. Bioremediation is a treatment
process that uses naturally occurring microorganisms (yeast, fungi, or bacteria) to break down, or
degrade, hazardous substances. These microorganisms break down organic compounds such as petroleum
products that are hazardous to humans into harmless products -- mainly carbon dioxide and water.
Source of Data:
Data was obtained from the Division of Waste Management, Underground Storage Tank Section in
September of 2004. For additional information about this data, contact the Division of Waste
Management staff by phone at 919-733-9413 or visit their web site.
Name: Solid Waste Facilities
Description:
Solid waste includes garbage, construction debris, commercial refuse, sludge from water supply or waste
treatment plants, or air pollution control facilities, and other discarded materials. The database contains an
inventory of closed, unlined landfills that were primarily operated by municipalities.
How to manage solid waste has been a problem for decades. In the early 1960s, cities and towns across
the country practiced open air burning of trash. In response, Congress passed the Solid Waste Disposal
Act in 1965 as part of the amendments to the Clean Air Act. This was the first federal law that required
environmentally sound methods for disposal of household, municipal, commercial, and industrial waste.
But the initial design of the "sanitary" landfill fouled ground water, soil, surface water, and air because of
improper disposal methods. Engineers have since designed new liners and leachate treatment systems to
prevent environmental degradation.
Source of Data:
Data was obtained from the North Carolina Division of Waste Management, Solid Waste Section in
August of 1999. As of August 2004 no changes have been made to this data. For additional information
about this data, contact the Division of Waste Management staff by phone at 919-733-4996 or visit their
website.
Name: Tier II Sites
Description:
This database contains an inventory of facilities that store types and amounts of hazardous materials and
are subject to the reporting requirements of SARA Title III Section 312, Emergency Planning and
Community Right to Know Act. Tier II forms require basic facility identification information, employee
contact information for both emergencies and non -emergencies, and information about chemicals stored
or used at the facility including:
• The chemical name or the common name as indicated on the MSDS;
• An estimate of the maximum amount of the chemical present at any time during the preceding
calendar year and the average daily amount;
A brief description of the manner of storage of the chemical;
48
Brunswick County, NC, Wellhead Protection Plan, December, 2012

• The location of the chemical at the facility; and
• An indication of whether the owner of the facility elects to withhold location information from
disclosure to the public.
Source of Data:
Data was obtained from the Division of Emergency Management in July of 2004 that included the Tier II
forms submitted to the division describing chemical storage information for the year 2000. As of June
2003 no new data was available. For additional information about this data contact the Division of
Emergency Management staff at 919-733-3899.
Name: UIC Permits
Description:
The UIC program permits Class V injection wells that do not inject waste into the subsurface. Examples
of permitted Class V facilities include heat pump/air conditioning water wells, remediation wells, tracer
wells, and experimental technology wells.
Source of Data:
Data was obtained from the Division of Water Quality, Aquifer Protection Section in July of 2004. For
additional information about this data, contact the Division of Water Quality staff by phone at 919-733-
3221 or visit their web site.
Name: UST Permits
Description:
An underground storage tank system (UST) is a tank and any underground piping connected to the tank
that has at least 10 percent of its combined volume underground. The federal UST regulations apply only
to underground tanks and piping storing either petroleum or certain hazardous substances. These facilities
are regulated under Subtitle I of RCRA and must be registered with the state and receive an operating
permit annually. Until the mid- 1980s, most USTs were made of bare steel, which is likely to corrode over
time and allow UST contents to leak into the environment. Faulty installation or inadequate operating and
maintenance procedures also can cause USTs to release their contents into the environment. The greatest
potential hazard from a leaking UST is that the petroleum or other hazardous substance can seep into the
soil and contaminate groundwater. A leaking UST can also present other health and environmental risks,
including the potential for fire and explosion. The facilities shown in this database have tanks registered
with the UST Section.
Source of Data:
Data was obtained from the Division of Waste Management, Underground Storage Tank Section in July
of 2004. For additional information about this data, contact the Division of Waste Management staff by
phone at 919-733-9413 or visit their web site.
49
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Potential Contamination Sources by Risk Category
Higher Risk Potential Contamination Sources for Ground Water PWS Systems
COMMERCIALANDUSTRIAL
° Automobile Body shops
Gas stations
Repair shops
° Chemical /petroleum processing/storage
° *Sewer lines
° Utility right-of-way/pesticide use
° Chemical/petroleum pipelines
° Wood/pulp/paper processing and mills
° Dry cleaners
° Electrical/electronic manufacturing
° Fleet/trucking/bus terminals
° Furniture repair/manufacturing
° Home manufacturing
° Junk/scrap/salvage yards
° Machine shops
° Metal plating/finishing/fabricating
° Mines/sand or gravel excavations
° Parking lots/malls (>50 spaces)
° Photo processing/printing
° Plastics/synthetics producers
° Research laboratories
OTHER
° Road salt storage areas
° Military installations
(for classified risks not
otherwise listed)
AGRICULTURAL/RURAL
° Farm machinery repair
° Rural machine shops
° *Intensive livestock operations; Lagoons,
spray fields
° Fertilizer, pesticide, and petroleum
storage, distribution, handling,
mixing, and cleaning areas
°*Sewage sludge (biosolids) storage,
handling, mixing and cleaning areas
° *Sewage sludge (biosolids) land
application
° Unauthorized/illegal disposal of
wastes/chemicals
RESIDENTIAL/MUNICIPAL
° Airports - maintenance/fueling areas
° Railroad yards/maintenance/fueling areas
° Landfills/dumps
° Utility stations - maintenance areas
° *Septic systems - high density (> 1 /acre)
° *Sewer lines
° *Stormwater drains/discharges
° Fertilizer, pesticide, sewage sludge
Notes: 1. This is a list of potential sources of contamination not a list of known databases of
contaminants.
2. Higher risk potential contaminant sources are considered to have a higher potential
for drinking water contamination than those designated moderate risk or lower risk Facility -
specific management practices are not taken into account in estimating risks and assigning these
categories.
3. An asterisk[*] indicates activities that may be associated with microbiological contamination.
50
Brunswick County, NC, Wellhead Protection Plan, December, 2012

40
Potential Contamination Sources by Risk Category (Con't)
Moderate Risk PCSs Lower Risk PCSs
COMMERCIAL/INDUSTRIAL
° Car washes
° Cement/concrete plants
° Food processing
° Hardware/lumber/parts stores
AGRICULTURAL/RURAL
° *Auction lots
° *Boarding stables
° Crops, irrigated (berries, Christmas trees,
hops, mint, orchards, vineyards, nurseries,
greenhouses, vegetables, sod)
NOTE: Drip -irrigated crops are
considered lower risks.
° Drinking water treatment plant
residuals/sludge application
RESIDENTIAL/MUNICIPAL
° Drinking water treatment plants
° Golf courses
° Housing -high density
(>1 house/.5 acres)
° Motor pools
° Parks
° Waste transfer/recycling stations
Wastewater treatment plants
collection stations
OTHER
° Above ground storage tanks
° Construction/demolition areas
° Hospitals
° Transportation corridors
Freeways/state highways
Railroads
Right-of-way maintenance
(herbicide use areas)
° Irrigation, water supply,
or monitoring wells
COMMERCIAL/INDUSTRIAL
° Office buildings/complexes
° RV/mini storage
AGRICULTURAL/RURAL
° Crops, non -irrigated (grains,
grass seeds, hay)
° *Rangeland
° Managed forests/silviculture
RESIDENTIAL/MUNICIPAL
° Apartments and
condominiums
° Campgrounds/RV parks
° Fire stations
° Schools
° Housing — low density (< 1
house/.5 acres)
OTHER
° Medical/dental offices/clinics
° Veterinary offices/clinics
SOURCE: Adapted from EPA (1993), and from the Oregon Wellhead Protection Program

52
Brunswick County, NC, Wellhead Protection Plan, December, 2012

Brunswick County Well Yield
Well
Average Daily flow (MG)
Estimated
Daily
Operational
Yield
(gpm)
From Well
Construction
Records
(gpm)
1
0.24
167
250
2
0.187
Yield is based on a 24 hour period
130
3
0.3
When the wells run they run for 24 hr
208
350
5
0.244
169
6a
0.365
253
300
8
0.95
660
450
11
1.02
708
12
0.62
431
12a
0.3
208
950
15
0.57
396
450
16
0.73
507
550
17
0.29
201
350
18
0.34
236
350
19
0.3
375
53
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NORTH CAROLINA ARTMEN T OF NATURAL AND ECON( C RESOURCES
OFFICE OF WATER AND AIR RESOURCES wall; _G
F"+ILL RPGORD GROUND WATER DIVISION
P. 0. BOX 27687 - RALEIGH, N. C. 27611
DRI_LING CONTP.ACTORHeater TRTell Company REG. NO. I WELL CONSTRUCTION PERMIT NO 1954
I- WELL LOCATtDN: (Shoe a sk•'cth� of the location on back of form)
Nearest Torn: �oUtriDor� 14 C
county: RrLn�cai ck
kTe11 Site a , PTe11 Sequence 3
Quadrangle No.
o^d, a .mcnap or abciraex end Lat t.o.
2. owR: Brunsv*ick r System
s ADDP-sc: Southport, N. C.
DRILL NG LOG
4. TOPOGRAPHY: drat, valley, slope, hilttop, flat
S. L'SE OF WELL: public DATE: 4-25-75
F-RMATION DPSCRIPTION
Black sand. ton soil
i FROM
TO
0
8 1
L8 I
10 1
6. DOES THIS WELL REPLACE AN EXISTING WELL? . no
Sand and clay
48 ISand
7- TOTAL DEPTH: 175 RIG TYPE OR METHODMud & ai jj
10
and a conglomerate
48 I
60
8. FORMATION SAMPLES COLLECTED: =YES No.of Bags 25
Sand and shells
!
60
90
9. CASING: Inside Wall thick
Sand and Shells
90 i
105 I
01
Death Dicm weiahtift. Type
t 00 f:. 10" .27r, iteel__
100 120 10 .275 steel
_-120I
_� 1er
!C. GP^-110 ��.275
-peach Mrtizk
Sand rock, hard
-
105
120
Shellrock , mixed with sand
165 I
So-t shell -rock, alsoems
sand pockets
F70M 0 to 65 ft Semen _pr .G� Gu-re
j 165 r
198 I
T-T-1 sand rock
I _ Scar EN: Death Dcm. Tvoe and Ooenino
90 to 100 rt 10" SS 30 slot
—� 4-3-- ? l e "— SS--
1 1 �t-
170 10' _ GG 10 slot --
3cr:E'L Depth Size Material
F 0 174 ft. Silica
18 tons
13. WATER ZONES (depth): 90-100; 120-130;140-150t
14. STATIC WATER LEVEL: 7 t 5 n ft. top of casing.
below
Casing is 3 ft. above fond surface. ELEV.
DATE MEASURED: 505075
15. YIELD!gpm): 250 METHOD OF TESTING: pump
t n d
16. PUMPING WATER. LEVEL: 78 11' . after 8 hours
at 250 gpm-
17. ChtLORPNAT)ON: TypeHTH aranul ant
18. WATER OJAL.TY: TEMPERATURE("F)
19, PERMANENT PUMP:,Show a sketch of well head on back of form)
Date irstolled Type Make
Capacity (gpm) HP
Intake Depth Airline Depth
20. HAVE YOU INFORMED THE WELL OWNER OF THE
DEPARTMENTS REQUIREMENTS AND RECOMMENDATIONSP
2f. REMARKS'
I do hereoy certify that this well retard is true and exact.
198 239 7Soft sandrock
239 1264 IHard sandrock
S!GNATuRE OF CONTRACTOR OR AGENT DATE -
Form GW4 Polite Copy -Office of Plater and Air Resources; Blue -Drillers Copy; Green -Owners Copy
54
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NORTH CAROLINA 1. _PARTMENT OF NATURAL AND ECOi AIC RESOURCES
OFFICE OF WATER AND AIR RESOURCES
WELL RECORD GROUND WATER DIVISION
P. 0. BOX 27687 - RALEIGH, N. C. 27611
DRILLING CONTRACTOR Heater Well Company REG. NO. 1 WELL CONSTRUCTION PERMIT NO. 1956
I. WELL LOCATION: (Shaw a sketch of the location on bock of form)
Nearest Town:
Wpl l Si to f-I Wpl 1 c pnra %
County:
Quadrangle
$3tmswik
No.
oa Community or u�ivist and Lot No"f�
2. OWNER: Rrunssa 61County Dhtpr SyetgM_M
3. ADDRESS: Southport, N. C.
4. TOPOGRAPHY: draw, valley, slope, hilltop, flat
5. USE OF WELL: Public DATE: 4-18-75
6. DOES THIS WELL REPLACE AN EXISTING WELL? no
7. TOTAL DEPTH: 159 r RIG TYPE OR METHOMISld air
8. FORMATION SAMPLES COLLECTED: ©YES No, of Bogs 25
9. CASING: Inside Wall thick.
or
Depth is m. wei ht/ft. Type
0
From 70 ft steel
70 100 10't
110 125 10„
10. GROUT-45 Depth 159 Matterial Methods
From 0 '° 60 ft cement pressure
II. SCREEN: Depth Diam. Type and Opening
From___3k_to 90 ft. 10" SS 30 Slot
i00 110 0s_
125 135 1011 "
12. GRAVED45 Dept1'55 19", "Material
From to ft.
0 159 silica
13. WATER ZONES(depth): 20 tons
70-90;100-110.125-135;145-155
DRILLING LOG
DEPTH
FORMATION DESCRIPTION
R M
TO
0
3
To oil fine sand
3
20
Yellow sand fine to m,
grain
20
36
Gra -blue clay, Some s,
36
56
Sandy clay, some shelI
56
70
Sheilroek
70
90
Sand and shells
90
110
Sand rock
110
130
Sand
130
139
Sand rock, soft
139
152
Sand rock, hard
152
155
Sand
155
162
Pock, hard
162
176
Sand rock salt
176
192
Sand rock, hard
192
193
Sand rock soft
193
198
Sand rock soft
198
205
Sand rock soft
14. STATIC WATER LEVEL: 8 ft. C1100C top of casing.
— below Casing is 3 ft. above land surface. ELEV.
DATE MEASURED: 4-28-75
15. YIELD(gpm): 350 METHOD OF TESTING: p3llilj,�
16. PUMPING WATER LEVEL: 54 r 2 k"ft. after 48 hours
at gpm'
17. CHLORINATION: Type Amount
18. WATER QUALITY: TEMPERATURE(°Fl
19. PERMANENT PUMP:(Show a sketch of well head on back of form)
Date installed Type Make
Capacity (gpm) HP
Intake Depth Airline Depth
20. HAVE YOU INFORMED THE WELL OWNER OF THE
DEPARTMENTS REQUIREMENTS AND RECOMMENDATIONS?
21. REMARKS:
205
220
Sand rock, hard
220
Sand rock, soft
240`
�2h40
I 42
Sand streak
242
250
Sand rock, soft
250
252
1 Sand rock hard
252
260
Sand rock, Soft
I do hereby certify that this well record is true and exact.
4-18-75
SIGNATURE OF CONTRACTOR OR AGENT DATE
Form GWA White Copy -Office of Water and Air Resources; Blue -Drillers, Copy; Green -Owners Copy
55
Brunswick County, NC, Wellhead Protection Plan, December, 2012

WELL CONSTRUCTION RECORD Well 6A
North Carolina -Department of Environment and Natural Resources - Division of Water Quality - Groundwater Section
WELL CONTRACTOR (INDIVIDUAL) NAME (print) Scott Skipper
CERTIFICATIONN 2482
WELL CONTRACTOR COMPANY NAME SKIPPER'S GVELL DRILLING & PUMP SERVICE, INC. PHONE N(910) 371-2770
STATE WELL CONSTRUCTION PERMIT N: WS0800881 ASSOCIATED WQ PERMIT N
(if applicable)
(if applicable)
1. WELL USE (Check Applicable bo Residential MunicipaUPublic�X
Industrial DAgricuitunl
Monitoring =Recovery Heat Pump Water Injection= Other❑
If Other, List Use:
2. WELL LOCATION:
Nearest tows Southport County Brunswick
To graphic/Land setting
Public Utilities Property Hwv 211 Southport
Ridge LI31ope Valley =Flat
(Street Name, Numbers, Community, subdivision, Lot No., Zip Code)
(check appropriate box)
3. OWNER Brunswick Utilities
Latitude/longitude of well location
Addres 4305 Southport -Supply Hwy
(Street or Route No.)
(degrees/mi au<g/second)
Southport. NC 28461
Depth Drilling log
City or town State Zip Code
From To Formation Description
0 to 3 White sand
Area code -Phone um
�to_� pan
4. DATE DRILLED 31312009 USE OF WELL Public
6 to 19 sand
5. TOTAL DEPTH 171
19 to 20 clay
6. DOES WELL REPLACE EXISTING WELLQYes =No
20 to 30 clay, shell
7. STATIC WATER LEVEL Below Top of Casinl 35.6 Ft
30 to 55 shell, fine sand with some clav
(Use "+" if above Top of Casing
55 to 59 rock
8. TOP OF CASING 2.5 FT. ABOVE LAND SURFACE.
59 to 65 rock lavers
*Top of casing terminated at/or below land surface requires a
65 to 73 clay
variance in accordance with 15A NCAC 2C .0118.
73 to 96 rock
9. YIELD (gpm): 300 METHOD OF TES Pump
96 to !OS clay
10. WATER ZONES (depth) 76-96 106-166
!OS to !IS limestone
115 to 130 [.imm yellow wuh traces of tmxsooe mud
II' DISINFECTION: Type 70%HTH Amount 1b
130 to 165 Limestone -rums yellow
12. CASING: Wail Thickness
165 to 770 Limestone with rock lavers
Depth Diameter Weight(ft Material
170 to 198 Gray clay
From +2.5 To 76 FL 10 3.75 steel
From 96 To 106 Ft 10 3.75 steel
From +1 To 50 Ft 24 0.225 steel
From 166 To 171 FL 10 3.75 steel
13. GROUT: Depth Material Method
From 0 To 50 Ft cement pump
From To Ft
From To Ft
14. SCREEN Depth Diameter Slot size Material
From 76 To 96 Ft 10 50 in Stainless
From 106 To 166 Ft 10 50 in Stainless
From To Ft in
15. SAND/GRAVEL PACK:
Depth Size Material
From 45 To 175 Ft 43 southern products
From To Ft
_ I& REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15 NCAN 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF TM $ RECORD HAS BF,EN/PROVIDED
TO THE WELL OWNER.
/.a �t f
SIGNATURE OF PERSON 06NST,A CTING
owiE-
Submit the original to the Division of Water Quality, Groundwater Section, 1636 Mail Service Center - Raleigh, NC
27699-1636 Phone No [phone], within 30 days.
GW-I REV. 07/2001
56
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NORTH CAROLINA C. ARTMENT OF NATURAL AND ECONC.0 RESOURCES
OFFICE OF WATER AND AIR RESOURCES
tTELL RECORD GROUND WATER DIVISION
P. 0. BOX 27687 - RALEIGH, N. C. 27611
DRILLING CONTRACTOR Hrmter G74-11 C='.-REG. NO. WELL CONSTRUCTION PERMIT N0. ti_8
I. VhSLL LOCATION: (Show a sketch of the location on bock of form)
Nearest Tarn: 101
VLF Ii _ � a �'' 1 �" 3tiP_P.L`@ f S
County:G��_
Quadrangle
No.
aad, community or Subndd w hslon and Lot No.
2. OWNER: "&y4 ce- iTGw..i-r,_,`.. r �*„
ee. —onset +.—
3. ADDRESS: 9_-T2tj=_tp N. Cam
4. TOPOGRARKY: dram, valley, €lope, hilltop, flat
S. USE OF WELL: 2 zhjj,0! DATE: 15-5-75
6. DOES THIS WELL REPLACE AN EXISTING WELL?
7. TOTAL DEP'iH:_t RIG TYPE OR METHOD: nil-
S. FORMATION SAMPLES COLLECTED: = YES No. of Bags_
9. CASING: Inside WoII thick.
or
Death 5 Ciam. weiahf /ft. Type
From . 0 to — f t. �0 is t cr
105 130 z 0ll' " _otl_
10. GROUT: Depth Material Method
Frorn P _to—fiS� flCz==t pree==e
MCP=�
it. N: Depth Diam. Type and Ooenino
From65to Ills ft In" PCZ ?Qr11n .
Ing Cm 112" PS TO tit c�
12. GRAVEL: Depth Size Material
From to _ fl. iCa
�
DRILLING LOG
cPTH
FORMATION DESCRI
FROM
TO
41—pap1-pap
roil.
20
.C.I d Clay
40
z0 lGray
clay
30
firi
Scmi'i-4ey clay
e6
53 IShells
— tight
5
r� 7.48�Bi
♦ — Cog�
59
95
Shellrack —hard
95 '
140
Send-*ak — hard
I 1 to
1150
150
5iznd
160
Sa::drock t'&car
180
200
£r..*TdrCck - soft
200
215
ISand
225
1225
Sar-dreck - hard
225
1240
Sandreak - zaa3 pocket
240
250
S=dro,=k h=d
13. WATEP 7-CNES(depth)
14. STATIC WATER LEVEL: 9 i 2' ft. ' top of casing.
below
Casing is_�' _ft. above land surface. ELEV.
DATE MEASURED: 6-11— 5
15. YIELD(gpm): 450 METHOD OF TESTING:
16. PUMPING N'ATER LEVEL.-,W Wt. after 69 hours
at — 450 gpm.
17. CHLORINATION: Type Amount
18. WATER QUALITY: TEMPERATURE(°F)
19. PERMANENT PUMP:(Show a sketch of well head on back of form)
Date installed Type Meke
CapaaltY (gpm) HP
Intake Depth Airline Depth
20. HAVE YOU INFORMED THE WELL OWNER OF THE
DEPARTMENTS REQUIP.EMENTS AND RECOMMENDATIONS?
21. REMARKS'
I do hereby certify that this well record is true and exact.
SIGNATURE OF CONTRACTOR OR AGENT DATE
Form Gw-t White Coov-Office of Water and Air Resources, Blue -Drillers Copy; Green -Owners Copy
57
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NORTH GAP,OLIhA(— PARTMENT OF NATURAL AND ECO�
'IC RESCOURCES
OFFICE OF WATER AND AIR RESOURCES
! SEGO=
CROUNID WATER
CI"`ISIO d
P. O. BOX27687 — RALEiC9, N. C. 276-11_
^CLTRACTOR Reat}..e V3Zl Co.
REG. NO.
- H PERMT t:a. S -
_- - - -
:--_L L_CA7I3.1V (Show a sketch cf, the locetion on back of form)
---
t3scresf"
<'
.c.:, awn CP
-or
$tiaG{Y'isan ai hiC.
ss tihnra...`I UX
4. draw, va:ley, slope, hilltop, flat
-"! TO
h v _SCP'c-s^h
S_ ___ CFV LL:._ N,lb- 11a DATE: 7-15-75
i
E. -�cS Ti".S WELL REPLACE AN EXIS-NG WELL?
:. .._ D== i H: ': E t RIG TYPE OR METHOD: c'1.
= F---:K.'Tt_N SAMPLES COLLECTED: DYES No. of Bags20
20 1
7- '_
�• C.:SihG- inside Wall thick
' -10
f.
w Death Diam. weiohortlft_
-
Fan i> to 4 ft. tot
4 j
_ c
5o
.--
G :;'UT: Death Material Method
51
--
..r.. to RO ft
57
-
i SE Death D+om. Type and Ooertmo
I
—
cm ft. T me Cq 70 ci n--!
70
P,Q
-- - "— —
._. Z=iWEL: Death Si:e Material
Fron M 114 ft.
13. WATERZONES(depth): 60-110
ct
iC. STATIC WATER LEVEL: �P ,.Zft. ft in:belowtop of casing. k(
Ccsinq is 2 ft. above land surface. ELEV.
E MEf(SURED•
METHOD OF TESTING: P'-"HP
FJkt?:\G WATER LEVEL: 70' 5" ft. after 48 hours
.. CHLORINATION: Type Amount
iS. V0,TER QUALITY: TEMPERATURE(°F) j
_. PE MA.kEhT PUMP:(Show a sketch of well head on back of form) I`
acte installed Type Make
Capacity (4pm) HP
Intake Depth Airline Depth
H.-VE YOU INFORMED THE WELL OWNER OF THE
DEPARTMENTS P.EQUIREMENTS AND RECOMMENDATIONS es
2I. REMARKS:
I do hereby certify that this well record is true and exact.
SIGNATURE OF CONTRACTOR OR AGENT DATE
=firm CW-I White Copy -Office of Water and Air Resources; Blue - Dri!iers Copy; Green -Or hers C^ v
58
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NORTH CAROLINA' _cPARTMENT OF NATURAL AND ECC..,MIC RESOURCES
OFFICE OF WATER AND AIR RESOURCES
WELL RECORD GROUND WATER DIVISION S
P. 0. BOX 27687 — RALEIGH, N. C. 27611
DRILLING CONTRACTOR Heater Well Co. REG. NO. 1 WELL CONSTRUCTION PERMIT NO. 1959
1,
WELL LOCATION: (Stow a sktchf thform)
Nearest Town: u o
Well e n it 1
county: Brunswick
No.
Quadrangle
oa omm ity or Subdivision and Lot
2. OWNER: Brunswick C Ste
s.
4.
a.
6.
7.
S.
9.
10.
11.
12.
13.
ADDRESS* Southport, N. C.
TOPOGRAPHY: draw., valley, slope, hilltop, flat
USE OF WELL: public DATE: 7-3-75
DOES THIS WELL REPLACE AN EXISTING WELL? no
TOTAL DEPTH: 129 RIG TYPE OR METHOD: rotary
FORMATION SAMPLES COLLECTED: ®YES No. of Bags
CASING: Inside wall thick
or
Deolh C.am weight/ft. Type
From, 0 tom_ tt. 16'_ black steel
125 129 10" blk steel
0— —f;q 20_'_ pit tea-- ng,hlk
GRCUT: Depth Material Method Sty-
From_0 is 69�, ft cement pressure
SCREEN: Death D'+am. Type and Opening
From 7S 125 ft 10v SR 430 Sint
GRAVEL: Depth Size Moteriol
Froa 0 to 129 ft. silica
WATER ZONES(depth): 75-125
DRILLING LOG
rORMATI
White sand
FROM
TO
1
3
3
37
Brown sand
Blue clay
Blue clay and shell
Clay and shell
37
40
40
60
60
68
68
69
Hard
rock and shell
69
80
Hard rock & shell
Hard rock, sand
80
87
I 87
90
Sand rock, soft
90
95
Sand rock, soft
95
100
Hard rock, sand
Hard rock shell
Hard rock, shell
Soft sand, shell
Soft sand and shell
100
105
105
115
115
125
125
160
60
1 165ft
sand
165
180
Sand,
shell, hard
200
Sand,
hard
14.
15.
16.
17.
18.
19.
20.
21.
STATIC WATER LEVEL:12 , 4�,„XX35"'KX top of casing.
below
Casing is_2_ft. above land surface. ELEV.
DATE MEASURED: 7-8-75
YIELD(gpm): 450 METHOD OF TESTING: 48 hr pump
PUMPING WATER LEVEL: 48 t 11ifi. after 48 hours
at 450 gpm.
CHLORINATION: Type HTH Amount
WATER QUALITY: TEMPERATURE(°F)
PERMANENT PUMP:(Show a sketch of well head on back of form)
Date installed Type Make
Capacity (gpm) HP
Intake Depth Airline Depth
HAVE YOU INFORMED THE WELL OWNER OF THE
DEPARTMENTS REQUIREMENTS AND RECOMMENDATIONS? yes
REMARKS:
180
200
220
Sand,
soft
220
235
Sand,
Hard
235
240
Sand,
Sand,
soft
soft, ledgey rock
240
260
I do hereby certify that this well record is true and exact.
SIGNATURE OF CONTRACTDR OR AGENT DATE
Form GW-t White Copy -Office of Water and
Air Resources;
Blue -Drillers
Copy; Green -Owners Copy
59
Brunswick County, NC, Wellhead Protection Plan, December, 2012

# (� �/6
` NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES 6 COMMUNITY DEVELOPMENT
WELL RECORD DIVISION OF ENVIRONMENTAL MANAGEMENT, GROUNDWATER SECTION
#09-0146-WC-00U
P.O. BOX 27687 - RALEIGH, N.C. 27611
DRILLING CONTRACTOR Skippers Well Drillift, No. 309 WELL CONSTRUCTION PERMIT NO.
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Southport County: Ry-uwn wick
Quadrangle No.
(Road,Community or Subdivision and Lot No.)
2. OWNER:Brunswick County DRILLING LOG
3. ADDRESS: DEPTH
FROM TO FORMATION DESCRIPTION
4. TOPOGRAPHY: draw,valley,slope,hilltop,flat(circle one)
5. USE OF WELL: Public DATE: 5-2-81 0 — 30 Overburden
& Finesand
6. DOES THIS WELL REPLACE AN EXISTING WELL? Ho 30 — 40. Blne Cj
7. TOTAL DEPTH: 155 RIG TYPE OR METHOD: Rotary 40 -56 She&ls
B. FORMATION SAMPLES COLLECTED: YES Y NO 56 -60 Soft Limestone
9. CASING: Depth Inside Wall thick. type 60 100 Hard Limestone
Dia. or weight/ft. -
From +1 to 60 ft 20 0.375 Black Steel 100 - 155 P.D. Limestone
+2 63 10 0.365 Black Steel
153 155 10 0.365 Black Steel
10. GROUT: Depth Material Method
From 0 to59 ft Cemnt Pump
11. SCREEN: Depth Dia. Type 6 Opening
From 63 to 153ft 10 Stainless Steel
30 Slot
12. GRAVEL: Depth Size Material
From 0 to155 ft #2
13. WATER ZONES (depth) : 63 to 153
If additional space is nee e , use back ot torm
LOCATION SKETCH
(Show distance to numbered roads, or other map reference points)
14.
STATIC WATER LEVEL:127 ft. b,—
el.wtop of casing
Casing is 2 £t. above land surface ELFVV:
550 ' '"
15.
YIELD (gpm) : METHOD OF TESTING:
40110
16.
PUMPING WATER LEVEL: ft.
after_hours at 500 gpm•
70%Hrx 61ba
17.
CHLORINATION: Type Amount
18.
WATER QUALITY: TEMPERATURE(oF)
19.
PERMANENT PUMP: Date Installed
Type Capacity (gpm)HP
Make Intake Depth
`
1
Airline Depth
20.
HAS THE OWNER BEEN PROVIJW,A COPY OF THIS RECORD AND.
INFORMED OF THE DEPARTMENTS REQUIREMENTS AND
RECOMMENDATIONS? �
21.
REMARKS
I do hereby certify that this 11 was constructed in
Regulations and Standards an that this well/YecJlyd is
accordance with N.C. Well Construction
true and exact. -
Form GW-1 Revised 11/3/771/ d
Submit original to Groundwater Section and copy yC�� owne
60
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES.
OFFICE OF WATER AND AIR RESOURCES
GROUND WATER DIVISION
PUMPING TEST P. 0, Box 27687 - Raleigh, N. C. 27611
RECORD ;1's -t1 r s�6-rL'-uik33
Well # 17 Well Construction Permit No.
Test Conducted bv•iarry B;i.^oer
1. WELL LOCATION: Nearest Town: Fouthoort County: bruaawiek
Quadrangle No.
(Road No., Community, or Subdivision and Lot No.)
OWNER: Lrui,d'w C^ VOwll ',v -
Name Address
3. USE OF WELL: ( ) Domestic (1) Public ( ) Industrial ( ) Irrigation ( )
Other
2C
4. WELL DEPTH: 155 ft. Casing Diameter 1C, in. Casing type: is:18Ck besel
5. DRILLING CONTRACTOR:'-'kj Pp4ra 1vP:L1. Dr:.11in!; Wasz6§siig grouted? Yeo 2U"
6. STATIC WATER LEVEL: 17 ft. below top of casing. Casing is :emu" 2 ft. above land
surface. Date Measured: March% 10, 15'81 -- i�rgh 11, �93i
7. WELL YIELD: 35G gpm. Specific Capacity: gpm/ft.-dd.
8. PUMPING WATER LEVEL: 57 ft. after 26 hours at 3W gpm.
9. CHLORINATION: Type 7y% FN Amount 6 l.k,a.
10. TIME AND DATE PUMP STARTED: 10.45" 3.1y-a! TIME AND DATE PUMP STOPPED: 12;45Pm 3-1
11. WATER LEVEL MEASURING DEVICE: Electric xal,r; FLAW MEASURING DEVICE: Flow Meter
12. TEST PUMP: TypeStika:z.siUla Make xsrivtor Horse Power 1UH.P.
('.ann ri fv 54)u gpm at __- T D H. Intake Depth 68 ft.
Time
Water
Level
Pumping
Rate
Z'IH ;
ki+'f3R
Pi3tfPW RATTY
Remarks
1G:45
43
35G
11;45
54
300
1U: 5i�
3J+J
lit: o>
54.6
3dU
10:55
50
3>u
i:z:_.>
54.9
300
1�=G0
50.0
35U
12:25
55
300
11:05
51
350
12:35
5"
3+
11:10
51.3
3%j
12.45
55.6
30U
11115
51.6
350
1:15
55.6
3du
11:20
52
35U
1:45
56
300
11:25
52.6
35U
2:13
!>6.6
30D
11.:30
53
330
2:45
57
30D
11;35
53.3
350
3:45
57
3VU
LI.40
53.6
350
:►= 45
So
3ciJ
-
5:45
5b
3w ----CITY COF
GW-40 White Ccp y-Office of Water and Air Resources;Blue-Drillers Copy;Green-Owners Copy
61
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
EN'VIRONMENTAL 14ANAGEMENT COMMISSION
GROUNDWATER SECTION
P. 0. BOX 27687 - Raleigh, N. C. 27611
BY
PUMPING TEST WLL #18 -- ----r.
RECORD--C1146�dC-(�U84
Test Conducted by: Larry Sxi_pper Well Construction Permit No.
1. WELL LOCATION: Nearest Town: Southport County: 6rimswiek
Quadrangel No.
(Road No., Community, or Subdivision and Lot No.)
2. OWNER: Brunswick County
Name Address
3. USE OF WELL: ( ) Domestic ( ) Public (X) Industrial ( ) Irrigation ( )
20 Other
4. WELL DEPTH: 155 ft. Casing Diameter lU in. Casing type: black Steel
5. DRILLING CONTRACTOR:Ski;,,rers V%11 Drilling jasleasing grouted? yea 2U"
6. STATIC WATER LEVEL: 12 ft.below top of casing. Casing is 1U"2 ft. above land surface.
Date Measured: j-10-81 3rU-81
7. WELL YIELD: 35U gpm. Specific Capacity: gpm/ft.-dd.
8. PUMPING WATER LEVEL 58.9 ft. after 2ii hours at 30U gpm.
9. CHLORINATION: Type '10XICH Amount b Ibs,
10. TIME AND DATE: PUMP STARTED: 12:UUWd - j-15-81 PUMP STOPPED: 12:00pa - 3 19-U
11. WATER LEVEL MEASURING DEVICE: Electric Tgpa FLOW MEASURING DEVICE:gjpw geter
12. TEST PUMP: TypeSubpersible Make Aermotor Horse Power 10 H.P.
Capacity 5UU gpm at T D H. Intake Depth 68 ft.
Time
Water
Level
Pumping
Rate
TIM
'd:Aa
PING BATE
Remarks
12:00
12
300
12:40
48.9
30U
12.01
15
300
12:45
49.5
301)
12:02
le-5
300
12:60
49.9
30U
12:03
23
300
12:55
50
3W
12:04
26
300
1:00
50.1
300
12:05
29
300
1:10
50.3
3W
12: 10
3C.2
300
1:20
5U.5
3W
12:15
42.3
30U
1:30
5U.75
3W
12:20
45.1
3UO
1:40
50.95
3UO
12:25
46.5
3UQ
1:5U
51.1
300
12:30
47.6
3OU
2:00
51
3oo
12: 5
48.6
1
1 2Q30
52.5
1 300 CITY
COPS
GW-40 Submit one cony to Groundwater Section and one to owner.
62
Brunswick County, NC, Wellhead Protection Plan, December, 2012

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES 6 COMMUNITY DEVELOPMENT+�G
WELL RECORD DIVISION OF ENVIRONMENTAL MANAGEMENT, GROUNDWATER SECTION 1` G !(
#19 P.O. BOX 27687 - RALE�I�GHH, N.C. 27611 #v7"'ou6-wq 0w/
DRILLING CONTRACTOASkippers Well Dril.liagc NO 309 WELL CONSTRUCTION PERMIT NO.
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Southport. County: Brunswick
Quadrangle No.
(Road,Community or Subdivision and Lot No.)
2. OWNER: Brunswick County DRILLING LOG
3. ADDRESS: DEPTH
FROM TO FORMATION DESCRIPTION
4. TOPOGRAPHY: draw,valley,slope,hilltop,flat(circlle one)
5. USE OF WELL: Public DATE: 4-27-4 0- 25 @terburden and Fine Saud
6. DOES THIS WELL REPLACE AN EXISTING WELL? NO 255 - 40 Blue Clay
7. TOTAL DEPTH: 150 RIG TYPE OR METHOD:I[ctary 40 - 52 Sheens
8. FORMATION SAMPLES COLLECTED: YES x NO 52 - 62 Soft Limestone
9. CASING: Depth Inside Wall thick. type 62 - 102 Hard Limestone
Dia. or weight/ft.
From+1 to 62 ft 20 0.375 Black Stse1102 - 150 P.D. Limestone
+2 64 10 0.365 Black Steel
144 150 10 0.365 Black Steel
10. GROUT: Depth Material Method
From 0 to 62 ft Clement pump
If additional space is needect, use back ot form
11. SCREEN: Depth Dia. Type & Opening
From 64 to 1"ft 10 Stainless 'Steel LOCATION SKETCH
30 Slot (Show distance to numbered roads, or other map reference points)
12. GRAVEL: Depth Size Material
From 0 to 150ft #2
13. WATER ZONES (depth) : 63 to 150
14. STATIC WATER LEVEL: 7 ft =6 op of casing
Casing is 2 ft. above land surface ELEV:
15. YIELD(gpm): 375 METHOD OF TESTING:
16. PUMPING WATER LEVEL: 60 ft.
after 24 hours Batt 350 gpm.
17. CHLORINATION: Type70%M Amount 61bs
18. WATER QUALITY: TEMPERATURE(oF)
19. PERMANENT PUMP: Date Installed
Type Capacity (gpm)HP
Make Intake Depth
Airline Depth
20. HAS THE OWNER BEEN PROV]fEEDD A COPY OF THIS RECORD AND INFORMED OF THE DEPARTMENTS REQUIREMENTS AND
RECOMMENDATIONS?
21. REMARKS -
I do hereby certify that th'.s well was constructed in accordance with N.C. Well Construction
Regulations and Standards d that this we ecord is true and exact.
ti -�`'- CITY COPY
�S N O TRA TOR F GENT jj
Form GW-1 Revised 11/3/77 Sub it original to Groundwater Section and copy to well owner.
Brunswick County, NC, Wellhead Protection Plan, December, 2012