NCG021030_Application_20240118

FOR AGENCY US ONLY
NCG02 I 0 3
Assigned to: '3 C o-ov— NT#18011
ARO FRO MRO RRO WARO IR WSRO
Division of Energy, Mineral, and Land Resources Land Quality Section
National Pollutant Discharge Elimination System
NCGO20000 Notice of Intent
This General Permit covers STORMWATER AND/OR WASTEWATER DISCHARGES associated with activities under
SIC(Standard Industrial Classification)Code 14[Mineral Mining Industry]except for:peat mining, coal mining,
metal mining, oil and gas extraction, tourist gem mines, NCDOT borrow pits, in-stream sand mining,and
discharges from mining operations which are intermixed on site with stormwater from concrete operations. You
can find information on the DEMLR Stormwater Program at deq.nc.gov/SW.
Directions: Print or type all entries on this application. Send the original,signed application with all required
items listed in Item (9) below to: NCDEMLR Stormwater Program, 1612 MSC, Raleigh,NC 27699-1612. The
submission of this application does not guarantee coverage under the General Permit. Prior to coverage under
this General Permit a site inspection will be conducted.
1. Owner/Operator(to whom all permit correspondence will be mailed):
Name of legal organizational entity: Legally responsible person as signed in Item (10)below:
Hardee Enterprises of N.C.,LLC Michael B. Hardee, General Manager
Street address: City: State: Zip Code:
131 Houghton Place SW Sunset Beach NC 28468
Telephone number: Email address:910 443-1067 [e-mail]
Type of Ownership:
Government
❑County ❑ Federal ❑ Municipal ❑ State
Non-government
nA Business(If ownership is business,a copy of NCSOS report must be included with this application)
❑Individual
2. Industrial Facility(facility being permitted):
Facility name: Facility environmental contact:
King Sand Mine Michael B. Hardee
Street address: City: State: Zip Code:
Non Assigned Ash NC 28420
Parcel Identification Number(PIN) County:
16300016 Brunswick
Telephone number: Email address:
910-443-1065 [e-mail]
Latitude of entrance: ff Longitude of entrance:
340 01' 30.37" N � 30i.(7ti7 -780 29' 57.40"W , 7W.1.01
4-digit SIC code: Facility is: Date operation is to begin or began:
L/New ❑ Proposed
1442 ❑ Existing ASAP
Types of minerals mined at this facility:
❑ Clay ❑ Feldspar Ore ❑ Lithium Ore ❑ Phosphate ❑Soil E/Construction Sand ❑ Industrial Sand
❑ Other:
Page 1 of 11

Is this a processing-only facility for materials mined elsewhere? Is this an inactive mine site?
❑Yes ❑Yes
VNo VNo
Does total area of this mine site include ready-mixed concrete plant and/or asphalt plant areas?
❑ Yes,and has separate NPDES stormwater permits(provide permit numbers):
❑ Yes,and does not have separate NPDES stormwater permits
VNo
Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
❑ Yes(please provide the Mining Permit Number)
VNo(please indicate the status of the Mining Permit application)
Are you applying for a discharge permit in the same location as a previously permitted mine?
❑Yes(please provide permit number and mine name)
No
If the stormwater discharges to a municipal separate storm sewer system(MS4),name the operator of the MS4:
LAN/A
3. Consultant(if applicable):
Name of consultant: Consulting firm:
Joseph K. Bland, P.E. Dorris&Tunstall Consulting Engineers P.C.
Street address: City: State Zip Code
1429 Ash-Little River Rd. NW Ash NC 28420
Telephone number: Email address:
910-287-5900 [e-mail]
4. Development Activities and Buffers
Mining operation will precede development activities at this site:
❑Yes
&/No
Mine is located within one of the 20 Coastal Counties,and will it add more than 10,000 ftz of impervious surface:
❑Yes(to both)
BYNo,this mine is within one of the 20 Coastal Counties,but will not at more than 10,000 ft2 of impervious surface
❑ No,this mine is not within one of the 20 Coastal Counties
Mine is in the Neuse,Tar-Pamlico,or Catawba River Basins,OR in the Randleman or Jordan Water supply Watersheds?
❑ Yes(specify size of stream buffers)
E/No
Mine site will include wastewater discharges from a ready-mix concrete batch plant?
❑Yes(please seek additional coverage under General Permit NCG140000:Ready-Mix Concrete)
[�'No
S. Mine Dewatering
Mine dewatering will occur at this site:
VYes ❑ No(mark N/A for the rest of this section)
Mine dewatering from this facility will be discharged to:
CAurface Waters and/or Wetlands
El Other(specify)
El Mine will not discharge dewatering to Surface Waters and/or Wetlands;specify how dewatering will occur and where
water will be directed:
❑N/A
Page 2 of 11

Wetlands and/or Surface Waters are within 400'of the mine pit perimeter: 404/401 Certification permits required:
G/Yes(specify distance) ❑Yes(briefly describe)
❑ No N(No
❑ N/A ❑ N/A
Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
Gyfes(please attach to this application) ❑ No
6. Wastewater Treatment
Will this facility wash mined materials?
❑Yes VNo
Will discharges of process wastewater treatment systems occur(including possible recycle system overflows)
❑ Yes(please describe)
V No
Will this facility employ chemical additives to flocculate suspended solids?
❑ Yes(specify name/manufacturer/quantity of daily use)
10 No
Note:please visit: htti3s://fiiles.nc.goy/ncdeg/Water+Quality/Environmental+Sciences/ATU/PAM8 30 18.pdf for list of
approved PAMS
Will any of the wastewater treatment facilities at this mine overflow only during rainfall events that exceed the 10-yr,24-hr
rainfall event?
❑Yes(specify which systems)
GYNo
Are wastewater treatment facilities(including recycle systems) planned in the 100-year flood plain?
❑Yes D No
Wastewater Treatment Alternative Review as required by 15A NCAC 2114.0305(c)(2)
Types of wastewater this mine site will discharge: VMine Dewatering ❑ Process Wastewater
Types of wastewater considered for this alternative review: GYMine Dewatering ❑ Process Wastewater
Are there existing sewer lines within a one-mile radius?
❑Yes
❑ Wastewater treatment plant will accept wastewater
❑ Is feasible to connect(explain)
❑ Is not feasible to connect(explain)
❑Wastewater treatment plant will not accept wastewater(please attach letter documenting this)
0
Page 3 of 11

-Are-you already proposing a closed-loop recycle system(CLRS)that meets design requirements of 15A NCAC 2T.10000?
❑ Yes,for dewatering
❑ Yes,for process wastewater
❑ Yes,for both
❑ No,this option is technologically feasible(explain)
❑ No,this option is not technologically feasible(explain)
❑ No,this option is otherwise feasible(explain)
5l4o,this option is otherwise not feasible(explain) Collected water needs to be removed from the pit area.
What is the feasibility of building a CLRS compared to direct surface water discharge?
Surface or Subsurface Disposal System
❑ A surface or subsurface disposal system is technologically feasible(explain)
❑ A surface or subsurface disposal system is not technologically feasible(explain)
❑A surface or subsurface disposal system is otherwise feasible to implement(explain)
E/A surface of subsurface disposal system is not otherwise feasible to implement(explain)
Collected water needs to be removed from the pit area.
What is the feasibility of employing a subsurface of surface discharge as compared to a direct discharge to surface waters?
Direct Discharge to surface waters is the most environmentally sound alternative to all reasonably cost-effective options
for the wastewaters being considered?
E/Yes
❑ No
If this review included all wastewater discharge types,would excluding some types make any of the above non-discharge
options feasible for some the wastewaters?
❑Yes4._
VNo �4
7. Outfalls(s)At least one outfall is required to be eligible for coverage.
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
001 Wet Ash Swamp C;SW ❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ 5tormwater (Mine Dewatering ❑Process Wastewater
7Q30 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HOW,
ORW,Tr,WS-I,WS-II,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event V termittently(indicate how often) ❑ Continuously(indicate flow in CFS)
only on as needed basis
Latitude of outfall: Longitude of outfall:
34° 01' 17.64' N 1 -78° 30' 04.12"W
Brief description of the industrial activities that drain to this outfall:
Sand Mine Dewatering
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes VNo
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
002 Wet Ash Swamp I C;SW ❑This watershed has a TMDL.
Page 4 of 11

Discharge from this outfall is from: -
El Stormwater WMine Dewatering ❑Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HOW,
ORW,Tr,WS-I,WS-II,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event Vintermittently(indicate how often) ❑ Continuously(indicate flow in CFS)
Only on as needed basis.
Latitude of outfall: Longitude of outfall:
340 01' 10.33" N 1 -780 30' 02.31"W
Brief description of the industrial activities that drain to this outfall:
Sand Mine Dewatering
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes WNo
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater ❑ Mine Dewatering ❑ Process Wastewater
7Q30 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HOW,
ORW,Tr,WS-1,WS-II,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event ❑ Intermittently(indicate how often) ❑ Continuously(indicate flow in CFS)
Latitude of outfall: Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater ❑ Mine Dewatering ❑ Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HOW,
ORW,Tr,WS-I,WS-II,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event ❑Intermittently(indicate how often) ❑Continuously(indicate flow in CFS)
Latitude of outfall: Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater ❑ Mine Dewatering ❑ Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HOW,
ORW,Tr,WS-I,WS-II,WS-III,SA,or PNA):
Discharge occurs from this outfall:
Page 5 of 11

❑Only during a rainfall event - ❑Intermittently(indicate how often) ❑Continuously(indicate flow in CFS) - -
Latitude of outfall: Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
All outfalls must be listed and at least one outfall is required.Additional outfalls may be added in the section
"Additional Outfalls"found on the last page of this N01.
8. Other Facility Conditions(check all that apply and explain accordingly):
❑This facility has other NPDES permits. If checked,list the permit numbers for all current NPDES permits:
❑This facility has Non-Discharge permits(e.g.recycle permit). If checked,list the permit numbers for all current Non-
Discharge permits:
❑This facility uses best management practices or structural stormwater control measures.
If checked,briefly describe the practices/measures and show on site diagram:
❑This facility has a Stormwater Pollution Prevention Plan(SW PPP).
If checked,please list the date the SW PPP was implemented:
❑This facility stores hazardous waste in the 100-year floodplain.
If checked;describe how the area is protected from flooding:
❑This facility is a (mark all that apply)
❑ Hazardous Waste Generation Facility
❑ Hazardous Waste Treatment Facility
❑ Hazardous Waste Storage Facility
❑ Hazardous Waste Disposal Facility
If checked,indicate:
Kilograms of waste generated each month: Type(s)of waste:
How material is stored: Where material is stored:
Number of waste shipments per year: Name of transport/disposal vendor:
Transport/disposal vendor EPA ID: Vendor address:
❑This facility is located on a Brownfield or Superfund site
If checked,briefly describe the site conditions:
❑ Facility provides appropriate secondary containment for bulk storage of liquid materials
If checked, briefly describe these measures:
❑ Site has an active landfill within the mining permit boundary
If checked,please indicate type:
a) ❑ LCID(Land clearing and Inert Debris)
b) ❑ other(specify)
Page 6 of 11

9. Required Items (Application will be returned unless all of the following items have been included):
VCheck for$dAWxnade payable to NCDEQ $120.00
VCopy of most recent Annual Report to the NC Secretary of State(if applicable)
VThis completed application and any supporting documentation
GYCopy of the approved mining permit or indication of mining permit application status
GYCopy of US Army Corps—approved wetland delineation(if applicable) - USACOE Concurrance Statement
EAne drawing of the water flow through the facility or block flow diagram
WPictorial description of the nature of any sources of water and any collection and treatment measures N/A
C3�A site diagram showing,at a minimum,existing and proposed:
a) outline of drainage areas
b) surface waters
c) stormwater management structures
d) location of stormwater outfalls corresponding to the drainage areas
e) runoff conveyance features
0 areas where process materials are stored
g) impervious areas
h) site property lines
G Y2 copies of large scale(24"x36"minimum)site plan showing:
a) topographical lines
b) all outfall locations
c) applicable buffers and delineated wetlands
d) receiving waters
e) 100-year flood plain (if applicable)
Copy of county map or USGS quad sheet with the location of the facility clearly marked
If mines site is in one of the 20 Coastal Counties (if applicable)
CQ/Applicant has check with the appropriate regional office to verify the need for a Coastal State Stormwater permit.
a) Indicate the Regional Office Contact: Christine Hall [e-mail]/[phone]
[Detailed list of:
a) impervious surface areas and percentages No Impervious Proposed
b) sub-drainage areas _
c) total drainage area
If mine is dewatering and near wetlands,or may otherwise impact surface waters or groundwater
V2 copies of large scale(24"x36"minimum)plans delineating areas on the listing acreage including:
a) wetlands
b) ditches
c) well-placements
d) pits
e) borrow areas
f) overburden storage
g) stormwater controls/BMPs
h) vehicle maintenance areas
i) settling basins
j) product process(such as screening,stockpiles,and waste piles)
k) total drainage area
I) impervious surface percentages(if state Stormwater programs apply)
m) applicable buffers
n) access and/or haul roads
EVump dewatering size and information on its specifications
Page 7 of 11

❑Well information(design,-depths,maintenance) — —
C9 Physical monitoring for the wetland areas
Ea,SSettling pond size information,if applicable
12"Level spreader design,if applicable A
etails about dewatering method
❑ Cone of influence calculations
I JYDescription of measures to prevent erosion and flooding
escription and information about 401/404 permits that have been obtained
IR'Copy of US Army Corps of Engineers wetlands delineations or approved wetland delineation(if applicable)
❑ 1 have contacted my local regional office about a Pumping Operation and Monitoring(POM)plan
a) Regional Office Contact:
b) Date Contacted:
10. Applicant Certification:
North Carolina General Statute 143-215.66(i)provides that: Any person who knowingly makes any false statement,
representation,or certification in any application, record,report,plan,or other document filed or required to be maintained
under this Article or a rule implementing this Article. . .shall be guilty of a Class 2 misdemeanor which may include a fine not
to exceed ten thousand dollars($10,000).
Under penalty of law,I certify that:
21`1 am the person responsible for the permitted industrial activity,for satisfying the requirements of this permit,and for any
civil or criminal penalties incurred due to violations of this permit.
V�rhe information submitted in this N01 is,to the best of my knowledge and belief,true,accurate,and complete based on
my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the
information.
671 will abide by all conditions of the NCG020000 permit.I understand that coverage under this permit will constitute the
ermit requirements for the discharge(s)and is enforceable in the same manner as an individual permit.
I hereby request coverage under the NCG020000 General Permit,
Printed Name of Applicant: Hardee Enterprises of N.C., LLC
Title: Michael B. Hardee, General Manager
`>-> 7 /4-4- 33
(Signature of Applicant) (Date Signed)
Mail the entire package to: DEMLR—Stormwater Program
Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612
Page 8 of 11

Additional Outfalls
3-4 digit identifier: Name of receivingwater: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater ❑ Mine Dewatering ❑Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HQW,
ORW,Tr,WS-I,WS-11,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event ❑Intermittently(indicate how often) ❑ Continuously(indicate flow in CFS)
Latitude of outfall: Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater ❑ Mine Dewatering ❑Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HQW,
ORW,Tr,WS-I,WS-11,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event ❑Intermittently(indicate how often) ❑Continuously(indicate flow in CFS)
Latitude of outfall: Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
❑3 4 digit identifier: Name of receiving water: Classification: This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater ❑ Mine Dewatering ❑ Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HQW,
ORW,Tr,WS-1,WS-11,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event ❑ Intermittently(indicate how often) ❑ Continuously(indicate flow in CFS)
Page 9 of 11

Latitude of outfall: Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑ Stormwater ❑ Mine Dewatering ❑ Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HQW,
ORW,Tr,WS-I,WS-Il,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event ❑ Intermittently(indicate how often) ❑ Continuously(indicate flow in CFS)
Latitude of outfall: Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑Stormwater ❑ Mine Dewatering ❑ Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HOW,
ORW,Tr,WS-I,WS-II,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event ❑ Intermittently(indicate how often) ❑ Continuously(indicate flow in CFS)
Latitude of outfall: Longitude of outfall:
Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes, how many gallons of new motor oil are used each month when averaged over the calendar year?
3-4 digit identifier: Name of receiving water: Classification: ❑This water is impaired.
❑This watershed has a TMDL.
Discharge from this outfall is from:
❑Stormwater ❑ Mine Dewatering ❑ Process Wastewater
7Q10 Flow of receiving waterbody(if discharging Mine Dewatering or Process Wastewater to waters classified as HOW,
ORW,Tr,WS-I,WS-II,WS-III,SA,or PNA):
Discharge occurs from this outfall:
❑ Only during a rainfall event ❑ Intermittently(indicate how often) ❑ Continuously(indicate flow in CFS)
Latitude of outfall: Longitude of outfall:
Page 10 of 11

Brief description of the industrial activities that drain to this outfall:
Do Vehicle Maintenance Activities occur in the drainage area of this outfall? ❑ Yes ❑ No
If yes,how many gallons of new motor oil are used each month when averaged over the calendar year?
Page 11 of 11

?{ 'fg LIMITED LIABILITY COMPANY ANNUAL REPORT
11mon
NAME OF LIMITED LIABILITY COMPANY: Hardee Enterprises Of N.C., LLC
Filing Office Use ONy
SECRETARY OF STATE ID NUMBER: 0887350 STATE OF FORMATION: NC E-Filed Annual Report
0887350
REPORT FOR THE CALENDAR YEAR: CA20
2022 4/20/20202 02 02:30:30
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1.NAME OF REGISTERED AGENT: Hardee, Michael B
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAILING ADDRESS
131 Houghton Place SW 131 Houghton Place SW
Sunset Beach, NC 28468-5607 Brunswick County Sunset Beach,NC 28468-5607
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Hardee Enterprises
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]x_ 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5.PRINCIPAL OFFICE MAILING ADDRESS
131 Houghton Place SW 131 Houghton Place SW
Sunset Beach,NC 28468-5607 Sunset Beach, NC 28468-5607
6.Select one of the following If applicable.(Optional see instructions)
❑ The company is a veteran-owned small business
❑ The company is a service-disabled veteran-owned small business
SECTION C:COMPANY OFFICIALS(Enter additional company officials in Section E.)
NAME: Michael B Hardee NAME: NAME:
TITLE: General Manager TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
Houghton Place SW
Sunset Beach,NC 28468-5607
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Michael B Hardee 4/20/2022
SIGNATURE DATE
Fan must be signed by a Company Official listed under Section C of This form.
Michael B Hardee General Manager
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 2762M625

NORMS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dr.Suite 102 1429 Ash-Little River Road
Wilmington,NC 28412 Ash,NC 28420
[phone] [phone]
[phone] Fax [phone] Fax
John S.Tunstall,P.E. J.Phillip Norris,P.E.
T.Jason Clark,P.E. Joseph K.Bland,P.E.
Robbie P.Hennelly,E.I.
January 12, 2024
NCDEQ — Stormwater Program
1612 Mail Service Center
Raleigh, NC 27699-1612
Re: NCG02 Notice of Intent Submittal
King Sand Mine
Brunswick County, NC
NT Project No. 18011
Dear Reviewer,
In connection with the subject project, please find enclosed the following:
• Check Made Payable to NCDEQ in the amount of$120.00 (Norris Check #2886)
• Original Notice of Intent
• NCSOS Annual Report
• Dewatering Calcs
• Pumping Operation & Monitoring Plan
• USGS Site Location
• USACE Concurrence Email
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance with this project.
Sincerely,
NORRIS &TUNSTALL
CONSULTING ENGINEERS, P.C. \
Joseph K. Bland, P.E.
JKB/ttw
18011 01-12-24 ncg02 Rr
cc: Brandon Hardee
NCBELS License C-3641

DEWATERING CALCULATIONS
Brunswick County, North Carolina
For
King Sand Mine (Pits 1&2)
Z S P- -
- 04�6
.� �-,ENG�N�OAF•`�
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429 Ash-Little River Road
Ash, North Carolina 28420
[phone] /ibland(&ntengineers.com
License# C-3641
N&T Project# 18011

Dewatering Basin Design *items in red are inputs
Version 2.27.09
'fie volume of the borra';� i t d ,*raW mnt basin will be based on a 2 hour retention time, Using the formula
V= 9.0203 *Q * t where,V Is volunm in b;e fe A, 0 ir.the r ,rnP mir, in o7flln.n7-r. j,rnirsitr fr;nt,1}, -jy�a t is
the retention time in t
STEP 1: Input required variables
ulurne of the borrow pit dewateriao-g basin
Pump Rate: GPM be based on a 2 hour retention time. The
rate:shall not exceed 1,000 GPM(60,fi00
Retention Time: hours ,l); The contractor may desire a greater
3 etention time for managing turbidity;
Required Volume: 3208.12 ft suer,work associated with this increased
volume will be considered Incidental,
STEP 2: Design of the Dewatering Basin
Final Required Volume: 3208.12 ft3
Design Depth: 3 not to exceed 3 feet
Proposed Basin Side Slopes: 2.0 :1 side slopes *must be at least 1.5:1 or flatter
OPTIONS
2:1 L: 3:1 L:
Suggested To Width ft: 24 19
Suggested Top Length (ft): 48 57
Final Design Top Width (ft):
Final Design Top Length(ft): 112 138
Final Design Depth(ft): 3 3
Verify Storage(it')
15936.00 15876.00
OK OK
with li,� wjl ow Pit
Dewatering Basin Detail Drawing.
Comments:

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Let's Solve Water
Godwin CD100S •
The Godwin CD100S Dri-Prime pump is a versatile,general purpose
dewatering pump designed for use in the industry's most challenging
construction,municipal,industrial and emergency response applications.
This rugged pump is ideally suited for tough dewatering jobs,and is the
reliable choice for rental solutions.
The CD100S is a member of the Godwin S Series of Smart pumps,
equipped with a new generation of Field Smart Technology(FST)for
remote monitoring and control.In addition to improved hydraulic
efficiency,greater fuel economy,and streamlined serviceability,the CD
impeller is interchangeable with a Flygt N Technology non-clog impeller,
providing the flexibility to tackle stringy,modern wastewater applications
with the same pump.
Specifications Features and benefits
Suction connection 4 in(100 mm)flange • Interchangeable impellers to • Fully automatic priming from
Delivery connection 4 in(100 mm)Flange tackle a full range of solids dry to 28 feet(8.5 meters).
handling applications.
Max capacity 1,079 USGPM t • Venturi priming requires no
(245 m3/hr) • Field Smart Technology(FST) adjustment or control.
Max impeller diameter 10.0 in allows the user to monitor a Available as open set or Sound
&control the pump from Attenuated Enclosure.
Max solids handling 1 1/.in(45 mm) anywhere in the world.
Max operating temp 176 aF*(80 eC) Standard build engine
Max working pressure 68 psi(4.7 bar) a New compressor belt tensioner reduces time to change and 3TNV88F(EPA Final Tier 4).
Max suction pressure 58 psi(4.0 bar) adjust belt to approximately 30 Other engine options available.
Max casing pressure 103 psi(7.1 bar) minutes.
• Optional environmentally
Max operating speed 2200 rpm a New sight lass and measuring friend) skid base contains all
.................................... 9 9 9 Y
-Iqaasewonteda,rofriaa for eppkat{omsme¢eaaofn6•Flso'Q. stick added to monitor level fluid spills.
t Larger diameter pipes may be required for maximum flows. and quality of mechanical seal
oil.
• Improved hydraulic design
reduces vibration,maximizes
efficiency and fuel economy.
®godwin
a xylem brand

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Godwin CD100S Dri-Prime Pump
Performance curve Suction lift table 1800 rpm
Pump wive is based on 0It dynamo suction lift Pedormance data provided in tables is based on water tests at sea
Flow(ms/hit level and 6WF ambient.All information is approximate and for general
0 to as 40 w 100 IM 160 IW IN 200 010 2a0 2611 tea ry
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Cue,.tT 1n tfllaZi Open trailer
Fx.tfr(.45
Fuel capacity 30 US Gal 1114 Liters)
Weight dry 1,930lb(875 kg)
Weight wet 2,150lb(975 kg)
FvA- Z4[aq�v1 Dimensions L 102 in x W 54 in x H 70 in
A�cuge (L 2,591 mm x W 1,372 mm x H 1,778 mm)
J ..... ............................................................................
Information provided above k based on the Yanmar 3TNvaaF.
ft Sound attenuated enclosure
Noise®23 ft(7 m)67 db(A)
Fuel capacity 80 US Gal(303 Liters)
Weight dry2,670lb(1,211 kg)
;y a Weight wet 3,250 lb(1,474 kg)
A� Dimensions L 82 in x W 47 in x H 65 in
(L 2,083 mm x W 1,194 mm x H 1,651 mm)
................................... ............... ....................................
Information provided above is based on the Vanmar 9TIdV6aF.
Driver Power Energy Use Emissions
Materials 1800 RPM Rating
Pump casing Cast Iron BS EN 1561/EN- 1 Yanmar 3TNV88F 24 HP 1.0 US Gal/hr EPA Ff4
JL1030 2 Yanmar 3TNV88C 35 HP 1.2 US Gal/hr EPA FT4
Wearplates Cast Iron BS EN 1561/EN-
JL1030 3 Yanmar 3TNV888DSA 36 HP 1.2 US Gal/hr EPA iT4
Pump shaft Carbon steel BS970:1991 4 Caterpillar C1.5T 40 HP 1.5 US Gal/hr EPA iT4
81711 5 Electric motor 20 HP 24.1 A
.............................................................................................
Impeller Cast Steel BS3100 AS Hardness Pleasecma<t the factory and-ice for lurthx details.Atypical picture
to 200 HB Brinell of the pump Is shown.All information is approximate and for general guidance only.Consult the
Mechanical seal faces Silicon carbide Vs Silicon factory for other driver options.
carbide
. ....................................................................................................I...................
Specifications anal Illustrations are subject to revision without notice.Xylem makes no
representation regarding the completeness or accuracy of this information and is not liable for
xylem any direct or Indirect damages arising from or relating to this information or its use.
02019 xylem.All rights reserved.Godwin is a trademark of Xylem Dewmiumg solutions,Inc.,
Let's Solve Water www.xylem.com/godwin a wholly-owned subsidiary of xylem Inc.

PUMPING OPERATION & MONITORING PLAN
Brunswick, North Carolina
For
King Sand Mine (Pits 1&2)
GA - </
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Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429 Ash-Little River Road
Ash, North Carolina 28420
[phone] /jbland(a)ntengineers.com
License # C-3641
N&T Project# 18011

Pumping Operation & Monitoring Plan
King Sand Mine
Pits 1-2
PUMP SPECIFICATIONS
The selected pump will be the following:
• 4" Godwin CD 100S
MONITORING OF WETLAND AREAS
Sediment discharge sampling per General Permit No. NCG020000
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic
of the volume and nature of the permitted discharge. Analytical sampling shall be
performed during a measurable storm event. Samples shall be taken on a day and time
that is characteristic of the discharge. All samples shall be taken before the discharge
joins or is diluted by any other waste stream, body of water, or substance. Monitoring
points as specified in this General Permit shall not be changed without notification to
and approval of the Permit Issuing Authority [40 CFR 122.41(j)].
Recording Results
For each measurement or sample taken pursuant to the requirements of this
General Permit, the permittee shall record the following information [40 CFR
122.41]:
• The date, exact place, and time of sampling or measurements;
• The individual(s) who performed the sampling or measurements;
• The date(s) analyses were performed;
• The individual(s) who performed the analyses;
• The analytical techniques or methods used; and
• The results of such analyses.
Flow Measurements
Where required, appropriate flow measurement devices and methods
consistent with accepted scientific practices shall be selected and used
to ensure the accuracy and reliability of measurements of the volume of
monitored discharges.
Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations

published pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting
Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the
Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136.
To meet the intent of the monitoring required by this General Permit, all test procedures
must produce minimum detection and reporting levels and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no
approved methods are determined capable of achieving minimum detection and
reporting levels below the General Permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved
method must be used.
Representative Outfall
If a facility has multiple discharge locations with substantially identical stormwater
discharges that are required to be sampled, the permittee may petition the Director for
representative outfall status. If it is established that the stormwater discharges are
substantially identical and the permittee is granted representative outfall status, then
analytical sampling requirements may be performed at a reduced number of outfalls.
Records Retention
Visual monitoring shall be documented and records maintained at the facility along with
the Stormwater Pollution Prevention Plan (SPPP). Copies of analytical monitoring
results shall also be maintained on-site or be available electronically to a DEMLR
inspector upon request. The permittee shall retain records of all monitoring information,
including
• All calibration and maintenance records
• All original strip chart recordings for continuous monitoring instrumentation
• Copies of all reports required by this General Permit, including Discharge
Monitoring Reports (DMRs) and eDMR or other electronic DMR report
submissions
• Copies of all data used to complete the Notice of Intent to be covered by this
General Permit
These records or copies shall be maintained for a period of at least 5 years from the
date of the sample, measurement, report or Notice of Intent application. This period may
be extended by request of the Director at any time [40 CFR 122.41].
Inspection and Entey
The permittee shall allow the Director, or an authorized representative (including an
authorized contractor acting as a representative of the Director), or in the case of a
facility which discharges through a municipal separate storm sewer system, an
authorized representative of a municipal operator or the separate storm sewer system
receiving the discharge, upon the presentation of credentials and other documents as
may be required by law, to:
• Enter upon the permittee's premises where a regulated facility or
activity is located or conducted, or where records must be kept under
the conditions of this General Permit;

• Have access to and copy, at reasonable times, any records that must
be kept under the conditions of this General Permit;
• Inspect at reasonable times any facilities, equipment (including
monitoring and control equipment), practices, or operations regulated
or required under this General Permit; and
• Sample or monitor at reasonable times, for the purposes of assuring
permit compliance or as otherwise authorized by the Clean Water
Act, any substances or parameters at any location [40 CFR
122.41(i)].
Discharge Monitoring Reports
Samples analyzed in accordance with the terms of this General Permit shall be
recorded on Discharge Monitoring Report (DMR) forms provided by the Director or
submitted electronically to the appropriate authority using an approved electronic DMR
reporting system (e.g., eDMR). Annual Summary DMRs shall be delivered to the
Division (Central Office) no later than March 1 of each year (See 2. of this section).
In addition, any samples analyzed in accordance with the terms of this permit that
violate a wastewater effluent limit or exceed a stormwater benchmark value shall be
submitted to the Division Regional Office on a DMR form and delivered to the Division
Central Files no later than 30 days from the date the facility receives the sampling
results from the laboratory. DMR forms are available on the Division's website
(http://portal ncdenr org/webAr/npdes-stormwater). Regardless of the submission
method (paper or electronic), submittals shall be delivered to the Division, or
appropriate authority, according to the provisions above.
When no discharge has occurred from the facility during the report period, the permittee
is required to submit a discharge monitoring report, within 30 days of the end of the
specified sampling period, giving all required information and indicating "NO FLOW' as
per NCAC T15A 02B .0506.
If the permittee monitors any pollutant more frequently than required by this General
Permit using test procedures approved under 40 CFR Part 136 and at a sampling
location specified in this General Permit or other appropriate instrument governing the
discharge, the results of such monitoring shall be included in the data submitted on the
DMR.
The permittee shall record the required qualitative monitoring observations on the SDO
Qualitative Monitoring Report form provided by the Division and shall retain the
completed forms on site. Qualitative monitoring results should not be submitted to the
Division, except upon DEMLR's specific requirement to do so. Qualitative Monitoring
Report forms are available at the website above.
Submitting Reports
Two signed copies of the Annual Summary Discharge Monitoring Report (DMR) shall be
submitted no later than March 1 of each year to DWR Central Files not DEMLR):

Central Files
Division of Water Resources
(DWR) 1617 Mail Service
Center
Raleigh, North Carolina 27699-1617
If wastewater monitoring results indicate a wastewater effluent limit violation, a
signed DMR form for that monitoring period shall be sent to the appropriate DEMLR
Regional Office (Attn: Stormwater Permitting Program) no later than 30 days from the
date the facility receives the sampling results from the laboratory.
If stormwater monitoring results indicate a stormwater benchmark value exceedance
or the facility is in Tier 2 monitoring, a signed DMR form for that monitoring period
shall be sent to the appropriate DEMLR Regional Office (Attn: Stormwater Permitting
Program) no later than 30 days from the date the facility receives the sampling
results from the laboratory. All stormwater outfall parameters shall be monitored and
reported for any monitoring period that the facility is following a Tier 2 response.
Addresses for each RO and the counties covered by each RO can be found here:
http://portal ncdenr orgtweb/guesVregional-offices. The permittee shall retain the
completed originals on site. Visual (Qualitative) monitoring results should not be
submitted to the Division unless specifically requested.
Blank DMR forms, Annual Summary DMR forms, and visual monitoring forms are
available at the website of the Division's Stormwater Permitting Program:
http:Uportal ncdenr orgtwebAr/npdes-stormwater
The Permit Issuing Authority may require the permittee to begin reporting monitoring
data electronically during the term of this permit. The permittee may be required to use
North Carolina's eDMR internet application for that purpose. Until such time that the
state's eDMR application is compliant with EPA's Cross-Media Electronic Reporting
Regulation (CROMERR), permittees will be required to submit all discharge monitoring
data to the state electronically using eDMR and will be required to complete the eDMR
submission by printing, signing, and submitting one signed original and a copy of the
computer printed eDMR to the address above.
Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section
308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms
shall be available for public inspection at the offices of the Division. As required by the
Act, analytical data shall not be considered confidential. Knowingly making any false

statement on any such report may result in the imposition of criminal penalties as
provided for in NCGS 143-215.613 or in Section 309 of the Federal Act.
Non-Stormwater Discharges
If the storm event monitored in accordance with this General Permit coincides with a
non- stormwater discharge, the permittee shall separately monitor all parameters as
required under all other applicable discharge permits and provide this information with
the stormwater discharge monitoring report.
Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned
changes at the permitted facility which could significantly alter the nature or quantity of
pollutants discharged [40 CFR 122.41(1)], This notification requirement includes
pollutants which are not specifically listed in the General Permit or subject to notification
requirements under 40 CFR Part 122.42 (a).
Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes at the
permitted facility which may result in noncompliance with the General Permit [40 CFR
122.41(I)(2)].
Spills
The permittee shall report to the local DEMLR Regional Office, within 24 hours, all
significant spills as defined in Part VI of this General Permit. Additionally, the permittee
shall report spills including:
• Any oil spill of 25 gallons or more, any spill regardless of amount that
causes a sheen on surface waters, any oil spill regardless of amount
occurring within 100 feet of surface waters, and any oil spill less than
25 gallons that cannot be cleaned up within 24 hours.
Bypass
Notice [40 CFR 122.41(m)(3)]:
• Anticipated bypass. If the permittee knows in advance of the need fora bypass, it
shall submit prior notice, if possible at least ten days before the date of the
bypass; including an evaluation of the anticipated quality and effect of the
bypass.
• Unanticipated bypass. The permittee shall submit notice within 24 hours of
becoming aware of an unanticipated bypass.
Twenty-four Hour Reporting
The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall
be provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the

permittee becomes aware of the circumstances.
The written submission shall contain a description of the noncompliance, and its
causes; the period of noncompliance, including exact dates and times, and if the
noncompliance has not been corrected, the anticipated time compliance is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of
the noncompliance [40 CFR 122.41(1)(6)].
• The Director may waive the written report on a case-by-case basis for reports
under this section if the oral report has been received within 24 hours.
• Occurrences outside normal business hours may also be reported to the
Division's Emergency Response personnel at [phone], [phone] or
[phone].
Other Noncompliance
The permittee shall report all instances of noncompliance not reported under 24 hour
reporting at the time monitoring reports are submitted [40 CFR 122.41(I)(7)].
Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a
Notice of Intent to be covered under this General Permit, or submitted incorrect
information in that Notice of Intent application or in any report to the Director, it shall
promptly submit such facts or information [40 CFR 122.41(1)(8)].
DEWATERING METHOD
Water will be discharged to the nearby wetlands. Mining will begin towards the back of
the property and work its way to the front. Dewatering basin locations have been shown
on the plans,
Pit#1
• Place the portable pump at the proposed location designated on the plans.
• Mine Area 1.
o Pump water into the existing wetlands.
Pit#2
• Place the portable pump at the proposed location designated on the plans.
• Mine Area 2.
o Pump water into the existing wetlands.
EROSION AND FLOOD PREVENTION
Silt fence will be installed along the haul road where wetlands are immediately adjacent.
Other measures will be implemented as deemed necessary.

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Subject: Fwd: USACE wetland concurrence statement (with revised wetland
delineation map) for the Ludlum Road Project in Brunswick County; INC
(SAW-2023-01615)
---------- Forwarded message ---------
From: Beecher, Gary H CIV USARMY CESAW (USA)
<Gary.H.Beecher@ usace.army.mil>
Date: Wed, Aug 9, 2023 at 2:20 PM
Subject: USACE wetland concurrence statement (with revised wetland delineation
map) for the Ludlum Road Project in Brunswick County, NC (SAW-2023-01615)
To: Paul Farley<[e-mail]>
Cc: [e-mail]<kingf [e-mail]>
Mr. Farley,
I just realized that the wetland delineation map that I had recently sent out with
my Wetland Concurrence Statement had an incorrect key on it.
The wetland and upland acreage were reversed in the key.
I've attached a updated and revised Wetland Delineation map for this project.
Respectfully,
Gary
� r
non
US Army Corps.
of Engineers
.; rom pry ' •,�•
2 of 5

Gary Beecher
USACE Wilmington Field Office
Regulatory Project Manager
Office [phone]
Cell [phone]
gry.h.beecher@ usace.army.mil
From: Beecher, Gary H CIV USARMY CESAW (USA)
Sent: Wednesday, August 9, 2023 1 :19 PM
To: Paul Farley<paul.farley davey.com>
Cc: kingf ra [e-mail]
Subject: USACE wetland concurrence statement for the Ludlum Road Project in
Brunswick County, NC (SAW-2023-01615)
Dear Mr. Farley,
Reference is made to ORM ID SAW-2023-01615, please reference this number
on any correspondence regarding this action located on Ludlum Loop Road in
Ash, Brunswick County, NC. (Parcel ID: 16300016)
The Corps received information from you requesting the Wilmington District,
Regulatory Division review and concur with the boundaries of an aquatic resource
delineation.
We have reviewed the information provided by you concerning the aquatic
resources, and by copy of this e-mail, are confirming that the aquatic resources
3of5

delineation has been verified by the Corps to be sufficiently accurate and reliable
for permitting actions and the determination of compensatory mitigation
requirements. The boundaries of these aquatic resources are shown on the
delineation map labeled Ludlum Loop Road Tract Section 404/401 Delineation
Preliminary Sketch.
Regulatory Guidance Letter (RGL) 16-01
https:Husace.contentdm.ocic.org/util /getfile/collection/pl602lcoII9/id/1256
provides guidance for Jurisdictional Determinations (JD) and states "The Corps
generally does not issue a JD of any type where no JD has been requested". At
this time we are only verifying the delineation. This delineation may be relied
upon for use in the permit evaluation process, including determining
compensatory mitigation. This delineation verification is not an Approved
Jurisdictional Determination (AJD) and is not an appealable action under the
Regulatory Program Administrative Appeal Process (33 CFR Part 331). However,
you may request an AJD, which is an appealable action.
If you wish to receive a Preliminary Jurisdictional Determination (PJD), or an
Approved Jurisdictional Determination (AJD) please respond accordingly,
otherwise nothing further is required and we will not provide any additional
documentation.
Please contact me if you have any questions about this project or about the
USACE Regulatory Program.
Respectfully,
Gary
US Army Corps+
of Enotnoars
LV,imin'Pon O'Sfria
4of5

<image003.png>
Gary Beecher
USACE Wilmington Field Office
Regulatory Project Manager
Office [phone]
Cell [phone]
[e-mail]
Paul Farley I Senior Environmental Scientist
Davey Resource Group, Inc.
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403
P: 910.452.0001 ext. 19011 M: 910.471.0507 1 F: 910.452.0060
5of5

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tic 179
®OpenStreetMap(andI contributors,CC- Y-SA
L:\wetlands\2018\datapackage\mapset.cdr r--t:—
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'Boundaries are appproximate and are not meant to be absolute. SCALE 1" = 1 mile
Map Source:ArcGIS World Street Map
Ludlum Loop Road Tract LMG
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Brunswick County, NC m°°°I<°^°^°°^ Figure 1
wwwlmerouonet Vicinity Map
2018 3805 Wrightsville Avenue
March
LMG#Ot 20187 Wilmington,NC 28403
Phone:[phone] fax:[phone]

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'wu
k, r'
Legend % ;
Project Area — 31.1 acres Potential :A'
- Potential wetlands— 2.2 acres
a
Potential uplands — 28.9 acres
L:\Templates\Map Templates\map_set_ft_8.5X11 Portrait
Boundaries are approximate and not meant to be absolute. 0 250 500 1,OOft0
Map Source: 2020 NC OneMap
Ludlam Loop Road Tract
Brunswiick County, NC DAVEYI Section 404/401
Resource Group Delineation
Map Date: 6/123 3805 Wrightsville Avenue
DRGNCWO1-18-087 Wilmington,NC28403 Preliminary Sketch
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