20220836 Ver 1_USACE Permit_20220725

Strickland, Bev
From: Scarbraugh, Anthony D CIV USARMY CESAW (USA)
<[e-mail]>
Sent: Monday, July 25, 2022 2:42 PM
To: Tankard, Robert
Subject: [External] Verification of Nationwide Permit #18 for Regulator Marine Expansion
(SAW-2008-01593)
Attachments: 20220725_SAW-2021-01593_Regualtor Marine New Building_NW 18.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Afternoon Robert,
This is for DWR record.
Thanks,
Anthony
Anthony Scarbraugh
Regulatory Specialist
US Army Corps of Engineers
Washington Regulatory Field Office
2407 W. 5th Street
Washington, NC 27889
Phone: [phone]
Email: [e-mail]
We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We
would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.
i

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00056 County: Chowan U.S.G.S. Quad: NC -Edenton
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Address:
Telephone Number:
E-mail:
Size (acres)
Nearest Waterway
USGS HUC
RMP of Edenton, LLC
Mr. Owen Maxwell
Post Office Box 1104
Edenton, North Carolina 27932
[phone]
owen.maxwell(k regulatormarine.com
Nearest Town Edenton
River Basin Albemarle-Chowan
Coordinates Latitude: 36.080873
Longitude: -76.594172
Location description: The subiect property is known as Regulator Marine and is located at 195 Peanut Drive in Edenton
Chowan County, North Carolina. The subiect property is identified as Chowan County Tax Parcel 751500170323.
25.48
Queen Anne Creek
03010205
Description of projects area and activity: This verification authorizes the fill of 0.014 acres of non -wetland waters for the purpose
of relocating the non -wetland waters to expand the Regulator boat building facility and associated stormwater basin.
Applicable Law(s): 0 Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 18. Minor Discharge
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 7/15/2022, and the enclosed plans C1.0, C3.0, and C3.2 received on 6/20/2022.
Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,
a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Elizabeth City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Anthony D. Scarbrau; at 910 251-4619 or anthonv.d.scarbraugh@a,usace.army.mil.
1
Corps Regulatory Official:
Expiration Date of Verification: 3/14/2026
Date: 07/25/2022

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Atlantic Environmental Consultants, LLC
Mr. Dou2 Dorman
Address: Post Office Box 3266
Kitty Hawk, North Carolina 27949
Telephone Number: [phone]
E-mail: dougdaec@a,gmail.com

S:\109\48899 - Regulator Marine Expansion - Edenton, NC\DWG\Sheet\CD\48899C-C1.0-EXIST.dwg 1 Plotted on 4/1/2022 3:13 PM 1 by Benjamin Drew
SITE DATA:
1. OWNER:
RMP OF EDENTON LLC
187 PEANUT DR
EDENTON, NC 27932
OWEN & JOAN MAXWELL
2. SITE INFORMATION:
PIN: 781500173187 & 781500170323
D.B. 275 PG. 761 & D.B. 351, PG. 184
ZONING: IW (INDUSTRIAL)
SITE AREA: 5.00 AC & 25.48 AC
ADDRESS: 187 & 195 PEANUT DR
EDENTON, NC 27932
3. THIS SITE IS LOCATED IN FLOOD ZONE "X" AND "SHADED X" AS
SHOWN ON FIRM PANEL 3720781500K, DATED DECEMBER 18, 2018.
4. BUILDING SETBACKS:
RIGHT OF WAY: 40'
CENTERLINE: 70'
SIDE: 12'
REAR: 20'
5. PARKING REQUIREMENTS:
2 SPACES PER 3 EMPLOYEES ON THE LARGEST SHIFT, PLUS 1
SPACE PER EACH VEHICLE USED IN THE OPERATION, PLUS 1 PER
200 SF OF RETAIL SALES OR CUSTOMER SERVICE AREA.
6. IMPERVIOUS AREA:
BUILDING:
PAVEMENT:
66,156 SF
153,958 SF
7. ANY FUTURE SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY
THE TOWN OF EDENTON PLANNING DEPARTMENT PRIOR TO
INSTALLATION.
8. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE TOWN OF
EDENTON STANDARDS AND SHALL BE COORDINATED WITH THE
TOWN OF EDENTON PUBLIC UTILITIES DEPARTMENT. EXISTING
UTILITY CONNECTIONS SHALL BE UTILIZED.
9. CONTRACTOR SHALL INSPECT AND MAINTAIN, AS NEEDED, ALL
EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH
MAJOR STORM EVENT. FAILURE TO KEEP EROSION CONTROL
DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE ISSUANCE
OF A STOP WORK ORDER.
10. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL BE
DISPOSED OF IN A SINGLE APPROVED LOCATION.
11. DISTURBED AREA SHALL NOT EXCEED 8.06 ACRES.
12. ANY STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE
CONTAINERS SHALL BE SCREENED.
13. EXISTING CONDITIONS DATA IS BASED UPON A TOPOGRAPHIC SITE
SURVEY PERFORMED BY TIMMONS GROUP IN JANUARY 2022.
WATER SURFACE 12.18
S44 °5641 'E
45.19'
30 LF 15" CPP
N INV 11.46
S INV 12.27
CLD INV 12.64
WATER
/
31 LF24"CPP
NINV 11.79
S INV 11.20
RIPRAP
-V14 / �7q �/ \\<��\
-1r1
40 LF 36" CPP � \ 30 LF 24"CPP
NW INV 9.14 / \ NW INV 12 04
SE INV 9.45 \\ �\ \\ SE INV 12.49
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SURFACE 12.21 k\\
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CLD INV 11.35,J 13�2__ ! 1
I I �1-78
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WATER SURFACE 13.10
8" PVC ROOF DRAIN
INV OUT 12.91
146 LF24" CPP
INV OUT 12.88
CLD INTX INV 10.18
30 LF 48" CMP
NW INV 9.50
SE INV 9.47
WATER SURFACE 13.05
\
\ \\ \ \\
\ \
\ \ \
/
/ /
II
1
II
I
I
II
I
II
1
GRAVEL
EXISTING
BUILDING
FFE 16.99
79.82'
N
N
12.41'
CLD INV 10.45
„„1,
b
SANITARY
PUMP STN.
& CONTROL
TRANSFORMER
CONCRETE
AREA
S44 4254 4/
�� 164 g5'
NOW OR FORMERLY
JIMBOS JUMBOS, INV
D.B. 482, PG. 170
N3213_3.2I - LQ
15-14j13!1311.
4 E 15•
-15
/
Nco
CLD INV 12.65
/
/
/
/
50 LF 18" CPP -
1A117'1,5756
/
J
1----13= II
II
- -11 - 6„ w - _-_15= = s" w- - - - -W 11-- J I \\\
APPROX. LOCATION r1 .
OF 6" FIRE MAIN
III
III
,
250.26'
GAS METER
D/
RIM 12.72
EXISTING
BUILDING
FFE 17.15
NORFOL /f S43°OS'19"W 1260
0
SOUTHERN RR
S42°°00791W 0052(
/
/
12LF 15"CPP
N INV 14.92
S INV 14.71
/
\\
y70LF15"CPP
/ INV OUT 12.86
/
ELECTRIC BOX,
TRANSFORMER,
& VAULT
112LF15"CPP
�I1 IJ �-E.�E IPiTFirietPRINKLER
BUILDING 20x15'
17.74 (NAVD 88)
TBM - FH TOP NUT
(:)=.FLEV
Ns•- • I' WATER
S41 0,
YARD BASIN
RIM 16.64
INV 14.84
SCALE 1 "=50'
0 50'
100'
ii
X\G
ASPHALT
PARKING
RIM 15.52
NC GRID
N 857, 778.09 sFT
E 2,711,107.66 sFT
\\
N34°15'54"E 666.18'
CLD INV 13.97
- - -=15-14_�4w
31 LF24"CPP
NW 1NV13.51
SE /NV 13.05
\
/
/
-16
\
-15= 16
VICINITY MAP
NO SCALE
TBM - FH TOP NUT
ELEV 20.05 (NAVD 88)
7
TBM - RR SPIKE
ELEV 15.83 (NAVD 88)
LEGEND
0
4
X
APPROX LOCATION
OF 10" WATER MAIN
NW INV 12.64
11
rn
73
rn
BENCHMARK
EX BOLLARD
EX SEWER MANHOLE
EX SANITARY CLEANOUT
EX POWER VAULT
EX FIRE HYDRANT
EX WATER MANHOLE
EX WATER VALVE
EX POWER POLE
EX LIGHT POLE
EX SIGN
EX STORM CATCH BASIN
EX DOWNSPOUT
EX CULVERT PIPE
EX CONCRETE
PROPERTY LINE
ADJOINING PROPERTY LINE
EX CENTERLINE OF DITCH
EX DITCH TOP OF SLOPE
EX ROOF DRAIN LEADER
EX MAJOR CONTOUR
EX MINOR CONTOUR
EX 6" WATER LINE
EX 10" WATER LINE
EX SANITARY SEWER LINE
EX FENCE
EX EDGE OF PAVEMENT
EX CENTERLINE OF ROAD
PROGRESS PRINT
APR 01, 2022
NOT FOR
CONSTRUCTION
THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
0
DATE
12/22/21
•
•
•
•
•
•
0
0
0
ce
ce
0
DRAWN BY
BCD
DESIGNED BY
CHECKED BY
KDH
SCALE
" = 50'
REGULATOR MARINE EXPANSION
EDENTON TNSP - CHOWAN COUNTY - NORTH CAROLINA
EXISTING CONDITIONS
JOB NO.
48899
SHEET NO.
as
CO
0
o
co
0
0
92
co
0
co
0
Ls
LEI

S:\109\48899 - Regulator Marine Expansion - Edenton, NC\DWG\Sheet\CD\48899C-C3.0-GRAD.dwg 1 Plotted on 4/1/2022 3:14 PM 1 by Benjamin Drew
SITE DATA:
1. OWNER:
RMP OF EDENTON LLC
187 PEANUT DR
EDENTON, NC 27932
OWEN & JOAN MAXWELL
2. SITE INFORMATION:
PIN: 781500173187 & 781500170323
D.B. 275 PG. 761 & D.B. 351, PG. 184
ZONING: IW (INDUSTRIAL)
SITE AREA: 5.00 AC & 25.48 AC
ADDRESS: 187 & 195 PEANUT DR
EDENTON, NC 27932
3. THIS SITE IS LOCATED IN FLOOD ZONE "X" AND "SHADED X" AS
SHOWN ON FIRM PANEL 3720781500K, DATED DECEMBER 18, 2018.
4. BUILDING SETBACKS:
RIGHT OF WAY: 40'
CENTERLINE: 70'
SIDE: 12'
REAR: 20'
5. PARKING REQUIREMENTS:
2 SPACES PER 3 EMPLOYEES ON THE LARGEST SHIFT, PLUS 1
SPACE PER EACH VEHICLE USED IN THE OPERATION, PLUS 1 PER
200 SF OF RETAIL SALES OR CUSTOMER SERVICE AREA.
6. IMPERVIOUS AREA:
BUILDING:
PAVEMENT:
66,156 SF
153,958 SF
7. ANY FUTURE SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY
THE TOWN OF EDENTON PLANNING DEPARTMENT PRIOR TO
INSTALLATION.
8. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE TOWN OF
EDENTON STANDARDS AND SHALL BE COORDINATED WITH THE
TOWN OF EDENTON PUBLIC UTILITIES DEPARTMENT. EXISTING
UTILITY CONNECTIONS SHALL BE UTILIZED.
9. CONTRACTOR SHALL INSPECT AND MAINTAIN, AS NEEDED, ALL
EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH
MAJOR STORM EVENT. FAILURE TO KEEP EROSION CONTROL
DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE ISSUANCE
OF A STOP WORK ORDER.
10. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL BE
DISPOSED OF IN A SINGLE APPROVED LOCATION.
11. DISTURBED AREA SHALL NOT EXCEED 8.06 ACRES.
12. ANY STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE
CONTAINERS SHALL BE SCREENED.
13. EXISTING CONDITIONS DATA IS BASED UPON A TOPOGRAPHIC SITE
SURVEY PERFORMED BY TIMMONS GROUP IN JANUARY 2022.
12.18
1641E
45.19'
�13= 14 /
\\
36" CPP
INV9.14 / \�
INV 9.45 -
/
/
/
/
/
/
31 LF24"CPP
NINV 11.79
S INV 11.20
111
RIPRAP
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13,000 SF
BUILDING
ADDITION
FFE 16.99
4*
16
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NOW OR FORMERLY
JIMBOS JUMBOS, INV
D.B. 482, PG. 170
N23'3,9" _921.6Z. __
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P • IN,V OCIT 12.91
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INV PUT f2.88
pv
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-b-
e
EXISTING
BUILDING
FFE 16.99
79.82'
N
0
12.41'
SANITARY
PUMP STN.
& CONTROL
\
RD
NV.
RD
1-STORY
WAREHOUSE
BUILDING
FFE 17.00
• s
P 7-•
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Ar
RD
/
16
RD
---14-
TRANSFORMER
CONCRETE
AREA
16
115
ii
11
OF 6" FIRE MAIN GAS METER 11 ' I 1
i 1 I
•
16
14
DI
RIM 12.72
NC GRID
N 857,778.09 sFT
16
4C :DINV 11 63 =.97
\\\%\--7\\\\\\\\\
/
INV OUT 12.86
ELECTRIC BOX,
TRANSFORMER,
& VAULT
BUILDING 20'x15'
WATER Mkq
YARD BASIN
RIM 16.64
INV 14.84
ASPHALT
PARKING
-
/
co
TBM - RR SPIKE
ELEV 15.83 (NAVD 88)
ELEV 16.06 (NAVD 88)
OF 10" WATER MI
NW INV 12.64
SE INV 12.60
rn
z.
rn
73
VICINITY MAP
NO SCALE
LEGEND
0
4
4
5
4
RD
SAN
BENCHMARK
EX BOLLARD
EX SEWER MANHOLE
EX SANITARY CLEANOUT
EX POWER VAULT
EX FIRE HYDRANT
EX WATER MANHOLE
EX WATER VALVE
EX POWER POLE
EX LIGHT POLE
EX SIGN
EX STORM CATCH BASIN
EX DOWNSPOUT
PROP. DROP INLET
PROP. CATCH BASIN
PROP. DOWNSPOUT
PROP. GATE VALVE
PROP. WATER METER
EX CULVERT PIPE
PROP. STORM DRAINAGE PIPE
EX CONCRETE
PROP. ASPHALT
PROP. CONCRETE
PROPERTY LINE
ADJOINING PROPERTY LINE
EX CENTERLINE OF DITCH
EX DITCH TOP OF SLOPE
EX DITCH TOE OF SLOPE
EX ROOF DRAIN LEADER
EX MAJOR CONTOUR
EX MINOR CONTOUR
EX 6" WATER LINE
EX 10" WATER LINE
EX SANITARY SEWER LINE
EX FENCE
EX EDGE OF PAVEMENT
EX CENTERLINE OF ROAD
PROP. MAJOR CONTOUR
PROP. MINOR CONTOUR
PROP. DITCH TOP OF SLOPE
PROP. CENTERLINE OF DITCH
PROP. ROOF DRAIN PIPE
PROP. WATER LINE
PROP. SANITARY SEWER LINE
SCALE 1"=50'
50' 100'
PROGRESS PRINT
APR 01, 2022
NOT FOR
CONSTRUCTION
THIS DRAWING PREPARED AT THE
<31
la
1-1
to) LLI
CO
1-4
YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
Lu
0
DATE
12/22/21
•
•
•
•
•
•
•
13.
0
t2
0
0
0
DRAWN BY
BCD
DESIGNED BY
KDH
CHECKED BY
KDH
SCALE
REGULATOR MARINE EXPANSION
EDENTON TNSP - CHOWAN COUNTY - NORTH CAROLINA
OVERVIEW
GRADING & DRAINAGE
JOB NO.
48899
SHEET NO.
0
0
92
co
co
co
co
as
co

S:\109\48899 - Regulator Marine Expansion - Edenton, NC\DWG\Sheet\CD\48899C-C3.0-GRAD.dwg 1 Plotted on 4/1/2022 3:14 PM 1 by Benjamin Drew
I!
)l
---12-%/-
t=13 -\
- - T -14 1-
\\
\\
\
40LF36"CPP
NW INV 9.14
SE INV 9.45
PROP DITCH INV 11.52
PROP DITCH INV 11.07
/
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/
PROP DITCH INV 10.61
/
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/
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N INV 11.79
S INV 11.20
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\ \ \ \
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13,000 SF
BUILDING
ADDITION
FFE 16.99
MATCH EX. ±16.99
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INV 11.24
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200 LF 24" CPP
INV IN 11.24
INV OUT 10.84
N.
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N.
IN 7
INV IN 12.66
INV OUT 10.60
N.
EXISTING
BUILDING
FFE 16.99
79.82'
12.41'
RD
IN 7
112 LF 18" CPP
INV IN 11.46 IN
INV OUT 11.24
N.
r1b.6.75 N.
06.40
N.
N.
N.
.15
TC 16.95
N.
D
CB-2
TC 16.82
RD
12" PVC ROOF DRAIN
14
15
MATCH EX. ±16.83
SANITARY 2
PUMP STN.
& CONTROL
INV OUT 12.88
TRANSFORMER
\-..____ CONCRETE
AREA
-------------
OF 6" FIRE MAIN
8" PVC ROOF DRAIN
INV OUT 12.91
DI
RIM 12.72
PROGRESS PRINT
APR 01, 2022
NOT FOR
CONSTRUCTION
VICINITY MAP
NO SCALE
SCALE 1"=30'
30'
60'
THIS DRAWING PREPARED AT THE
YOUR VISION ACHIEVED THROUGH OURS.
REVISION DESCRIPTION
Lu
0
DATE
12/22/21
•
• •
•
•
•
•
•
CL
0
CN
0
ce
0
DRAWN BY
BCD
DESIGNED BY
KDH
CHECKED BY
KDH
SCALE
" = 30'
REGULATOR MARINE EXPANSION
EDENTON TNSP - CHOWAN COUNTY - NORTH CAROLINA
GRADING & DRAINAGE PLAN
JOB NO.
48899
SHEET NO.
C3.2
as
cn
ro
o
CD 0
0
0
co
co
co
0

Action ID Number: SAW-2021-00056
Permittee: RMP of Edenton, LLC, Mr. Owen Maxwell
Project Name: Regulator Marine Expansion Site
Date Verification Issued: 07/25/2022
Project Manager: Anthony D. Scarbraugh
County: Chowan
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Anthony D. Scarbraugh
Washington Regulatory Office
U.S Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date