SW8170602_Historical File_20170707

Hall, Christine
From: Jacob Green <[e-mail]>
Sent: Wednesday,July 05, 2017 4:57 PM
To: Hall, Christine
Cc: Mark Arcuri; David Criser
Subject: Requested Additional Information
Attachments: Additional Calc Information.pdf
Christine,
Attached is the additional calculations that you requested.The drainage areas table (p.28A) and state storm calculations
(p.29) can be printed and added into the Stormwater Calculations book for your review. Also included is an updated Wet
Pond supplemental form.
Please let us know if you have any questions or concerns.
Thanks,
Jacob Green
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CRISER TROUTMAN TANNER CONSULTING ENGINEERS
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Hall, Christine
From: Hall, Christine
Sent: Friday,June 30, 2017 9:29 AM
To: 'Mark Arcuri'
Cc: Weaver, Cameron
Subject: RE: request for additional information - new Swansboro ABC store - SW8 170602
The 7th is fine. I hope you enjoy the holiday weekend!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
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Er i correkspoi dei^• o and from this adcre s fs sub ci to tho:
orj• a ''•� Records Law ,e k toi ' Yi�.c
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From: Mark Arcuri [mailto:[e-mail]
Sent: Friday,June 30, 2017 6:19 AM
To: Hall, Christine<[e-mail]>
Cc:Weaver, Cameron<[e-mail]>
Subject: RE: request for additional information-new Swansboro ABC store-SW8 170602
Yes I recall your ad info did ask for caics regarding this sidewalk, oops. I'm out till Wednesday July 5. Can I get them to
you on or before Friday July 7? Thanks.
Mark T.Arcuri, PE
?r:, .`i_,cirac;+:.,rI Civil Fr;irei:r
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
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CONFiDENTIALilY NOTE:The inf rmatinn tran^mitt=::-1 and any floe wfth this e-n o',ii is intended solely for the use of the person or entity to which it is addrear:>:d and may
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attachments in reliance upon this ei se�zigc :-strii by prohibited.If ycu received ihis e-mail in error,phase immediately contact the sendi r or entity by e-mail and
1

Hall, Christine
From: Hall, Christine
Sent: Thursday, June 29, 2017 9:50 AM
To: 'Mark Arcuri'
Cc: Weaver, Cameron
Subject: RE: request for additional information - new Swansboro ABC store - SW8 170602
Mark,
I have had a chance to look at the additional items received on June 27th. In response to Item #2, I see the application
and narrative have been updated but I don't see additional supporting calculations or a supplement demonstrating the
pond is oversized enough to offset that amount. Can you provide updated calculations and supplement for this
alternative? You can e-mail me these pages if that'd be easier for you.
Thanks.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
;i '. , ..� ': `"". .'
r
From: Mark Arcuri [mailto:[e-mail]]
Sent:Tuesday,June 20, 2017 9:54 AM
To: Hall,Christine<[e-mail]>
Cc: Neta Grady<[e-mail]>;Jacob Green<[e-mail]>; Philip Humphrey
<[e-mail]>; Weaver, Cameron<[e-mail]>
Subject: RE: request for additional information- new Swansboro ABC store-SW8 170602
Thank you
Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
...
1

eCRISER
TROUTMAN
TANNER
TRANSMITTAL LETTER
TO: FROM:
CHRISTINE HALL Mark T.Arcuri, PE
COMPANY: DATE:
NCDEQ 06/27/2017
ADDRESS: CTT'S PROJECT NUMBER:
127 Cardinal Drive Extension 7910
Wilmington, NC 28405 NCDEQ Stormwater Permit
PHONE NUMBER: CLIENT'S REFERENCE NUMBER:
910-796-7215
RE:
New Swansboro ABC Liquor Store
WE TRANSMIT: 0 ATTACHED ❑UNDER SEPARATE COVER ❑HAND CARRIED BY ❑UPS/FEDEX UPS GROUND
THE FOLLOWING: ❑TRACINGS ❑ PRINTS 0 INSPECTION REPORT ❑SHOP DRAWINGS ❑SPECIFICATIONS 0 OTHER
COPIES DATE SHEET NO. DESCRIPTION REMARKS
1 COPY 06/27/2017 COVER LETTER
1 ORIG& STORMWATER MANAGEMENT
1COPY 06/27/2017 13 4 APPLICATION FORM
INCLUDES SOIL
1 COPY 06/27/2017 NARRATIVE AND CALCULATIONS SURVEY, SHWT
REPORT, USGS TOPO,
AND DEED
2 COPIES 06/23/2017 C1 C2 C3 C6 C7 SITE PLANS AND DETAILS STAPLED & FOLDED
C12 L1.0
NOTES/COMMENTS:
T. 'E
JUN 2 7 2017 ii :
BY:
4
AAAVI-Tri
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON•RALEIG!•!•CHARLOTTE
P.O.Box 3727 Wilmington,NC 28408 ' 3809 Peachtree Ave.Suite 102 Wilmington,NC 28403 n 910.397.2929 f910.397.2971 cttengineering.com

eCRISER
TROUTMAN
TANNER
June 27, 2017
Christine Hall
NCDOT
300 Division Drive
Wilmington, NC 28401
Re: Beau Rivage Marketplace Outparcels
5932 Carolina Beach Road,Wilmington, NC
Christine:
Below are our responses to your emailed comments received June 13, 2017.
• Sections IV.6 and IV.7 on page 3 have been updated to reflect that there are no
surface waters present on the property.
• The proposed sidewalk drainage area has been added to the off-site drainage area
for the project.See page 3.See updated narrative for more information regarding
this.
• Page 34A has been added in the Stormwater Calculations showing 4.28 FPS velocity
as water exits the pond outlet pipe.This is slightly into the erosive category(4 FPS),
therefore, a rip rap apron has been provided (page 35).
• Latitude and Longitude have been adjusted to represent the position of the driveway
to the property.See page 1 of the application.
• The revised application pages are attached.
• Plan sheet C7 shows the orifice diameter of 1.25" as required to control draw down
per the calculations.The 2" diameter T-cap is provided to facilitate easier cleaning
and maintenance.
• Additional elevations associated with the vegetative shelf have been added.See C7.
• A planting plan is now included via the landscape architect.
We appreciate your assistance with this project. Please let us know if you have any questions.
Cordially,
CRISER TROUTMAN TANNER
CONSULTING ENGINEERS
detiLiet.e.4 '
ECEIVE
I)
Mark T.Arcuri, P.E.
Project Manager& Project Engineer JUN 2 ? 201?
MTA/mta/7704
cob
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON•RALEIGH•CHARLOTTE•ATLANTA
P.O.Box 3727 Wilmington,NC 28406 I 3809 Peachtree Ave.Suite 102 Wilmington,NC 28403 p 910.397.2929 f910.397.2971 cttengineering.com

STORMWATER NARRATIVE
AND CALCULATIONS
Project
Swansboro ABC Liquor Store
Location:
1055 West Corbett Avenue
Swansboro, North Carolina 28584
Prepared for:
Onslow County ABC Store E�EIVE 485 Center Street
Jacksonville, NC 28546 JUN 2 7 2017
BY:
C R I S E R .•t``'u,naiipft.
TROUTMAN ;?O, b
TANNER /
'EA
2441s it
Vt64VGINSIV'r.
Prepared by: inns sit'l9
Mark T. Arcuri, PE
Criser Troutman Tanner Consulting Engineers
3809 Peachtree Avenue
Suite 102
Wilmington, NC 28403
Revised June 27, 2017
Firm License No. F0113
C&T Job 7910.00

GENERAL
The project is at 1055 West Corbett Avenue in Onslow County. The ABC Board is
replacing an existing nearby aging facility. This project will provide parking for
vehicles with boat trailers.
EXISTING SITE
The site generally slopes down from east to west. Runoff leaves site via wetlands,
which bisect the property in an east/west direction. The site is surrounded by
Highway 24 to the North/Northwest, Hammocks at Port Swansboro Condos to the
East/Southeast and Hammock Beach Road to the West/Southwest.
PROPOSED IMPROVEMENTS
A right turn lane on highway 24 is being installed per NCDOT requirements.
Water is via new connection to existing 4" PVC water main in highway 24 right of way.
Sewer will be via a new pump station connected to the existing 8" PVC sewer main,
also in highway 24 right of way.
The roof of the building is sloped downward in the Southwest direction and drains via
exterior gutters and downspouts. The sloped roofs over the walkways on the North
and East sides of the building also drain via exterior gutters and downspouts.
Parking and drive aisles will all be asphalt.
Storm water is collected in inlets in the parking and drive aisle areas. The 10-year
storm has been designed to keep water in all inlets. The system was checked for the
25-year storm event. Only approximately 2 inches of water ponds at the inlets in the
truck well area during the 25-year storm.
The runoff is routed to a wet detention basin for treatment according to NCDEQ
regulations. The Pond will also have an outlet structure with an orifice and primary
weir per standard NCDEQ guidelines.
The project includes a new public sidewalk in NCDOT right of way as required by the
town of Swansboro. The sidewalk will slope towards Highway 24 and will not be
collected and treated in the storm water pond. Nevertheless,the pond has been
designed as if the sidewalks drainage area and impervious area are draining to it.
Therefore, the pond is over designed for the actual drainage and impervious area.
Hence,the pond provides better treatment than the minimum required amount.
Furthermore, the permanent pool elevation has been set according to a Seasonal
High Water Table evaluation performed at the pond location. This will ensure
groundwater tables are not adversely affected by the pond installation.Also,the

permanent pool elevation has been set above the neighboring wetland elevation to
keep the wetlands charged as they currently are.
Erosion Control consists of gravel construction entrance, inlet protection, silt fence,
and a rip rap apron. The pond also has been designed as a sediment basin.
End of Narrative

d.
Hydraflow Rainfall Report
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2016 by Autodesk,Inc.v11 Monday,05/15/2017
Return Intensity-Duration-Frequency Equation Coefficients(FHA)
Period
(Yrs) B D E
(WA)
1 0.0000 0.0000 0.0000
2 171.3185 25.1001 0.9905
3 0.0000 0.0000 0.0000
5 164.8977 26.4001 0.9324
10 161.1999 26.6001 0.8991
25 185.0618 28.2001 0.8916
50 201.4255 29.2001 0.8841
100 215.5537 29.8001 0.8767
File name:NHCO.idf
Intensity=B/(Tc+ D)AE
Return Intensity Values(in/hr)
Period
(Yrs) 5 min 10 15 20 35 40 45 50 55 60
I
1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 5.88 5.05 4.42 3.94 3.55 3.23 2.96 2.74 2.54 2.38 2.23 2.10
3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 6.63 5.78 5.12 4.61 4.19 3.84 3.55 3.30 3.08 2.89 2.73 2.58
10 7.23 6.33 5.65 5.10 4.65 4.28 3.97 3.70 3.46 3.26 3.08 2.92
25 8.15 7.19 6.44 5.84 5.35 4.94 4.59 4.29 4.03 3.80 3.59 3.41
50 8.87 7.86 7.07 6.43 5.90 5.46 5.08 4.76 4.47 4.22 4.00 3.80
100 9.60 8.53 7.69 7.01 6.44 5.97 5.56 5.21 4.91 4.64 4.40 4.18
Tc=time in minutes.Values may exceed 60.
Predp.file name:S:IEMPLOYEE DIRECTORIES1Mark Arcun1NHCO.pcp
Rainfall Precipitation Table(In)
Storm
Distribution 1-yr 2-yr 3-yr 6-yr 10-yr 25-yr 50-yr 100-yr
SCS 24-hour 0.00 4.50 0.00 5.80 7.00 8.05 9.00 10.00
SCS 6-Hr 0.00 3.30 0.00 4.20 4.82 5.71 6.40 7.00
Huff-1st 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Custom 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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5-rnn 0-i88 0.575 3T) 0.683 0746 0.842 0920 0998 117 1.17 125
(0.452-0.531) (0.531-0.5 (0.611-0.719 (0.5B7-0.806) 15.771-11910) .(0838-0.805) I (0604-1.33 . (0203-1.A8) (044-1.27) 01.11-1.37)
14min 0.781 0219 146 1.18 1.34 1.47 1.58 1.78 185 1.97
(0.7221-0.848) (6.650-0.05) (0.970-1.15) (1.10-1.20) (1.23-1.48j (1.34-1.50) (244-131) (1.53-1.84) (1.05-201) (1.75-215)
15a>M 0976 tie 1.34 UM 1.70 1.86 .__2:00 2.14 223 248---
01.901-1.65) (1.07--1.2) I
.A-145 (1.39-1.M) (106_1.84) (1.08-2.01) ( 822.17) (183-232) L(268-253) (2.11 2
70o
131 180 191 210 2.52 278 306 3.34 370 401
-
I3aE1 (124-1.45 (A40-1.73) (1.74-207) (201-2.37) (231-272) (255-344 (274334 (3:01-30) (330-40) 3.55-437)
Main 1.6 2A0 2.45 295 3.38 3.79 422 4.64 5.31 586(10-1.811 (.85-217) 23285) 02-3A8) .47303 (3.45-4.10) (3.83-43) 422.5.07) 4.74-5.77) $.98-6.36
2h 2A4 247 3.09 367 445 53 595 6.62 773 870027-223) (227-266 (.833.37) (30-4.00) (4.04-4.84) (4.04-5.58) (52-a39 50/7.21) �_83542) (7.62051)
220 266 3 4.01 422 5.74 7.58 23 Fr (202-2.43) (244-2.93) (327-3.50) (3.65-4.41) (4.45-5.38) I (5.17-020) (591-724) (5.71-6.80) : :..
54r 266 324 4.08 490 6 7405 8.15 9.38
(244-208) (205-3801 (3.70-4.54) (443-5.44) (5.41-6117) (029-78) i (7.21- 01) (832-10.4)
121r 3.18 3.82 4.85 595 7.24 t 3 ! 9.3 11.6
(286-3.55) (3.40-4.29) (4.37-5.4E) (5.35-0.55) (.44-8.00) (7.43-1Mj (8.08-11.0) 165-t,8)
244r
34i6 445 5.75 6.87 853 958 116 134 16.1 184
I (3.34-4.09 (4.05-4.93) I (524-0.37) I 4322-250) (707-3.41) (6.56-11.0) (102-128) (317-148) (13.8-170) (15.5-316)
l 2-day 425 5.15 6.62 729 9_79 11.5 133 214
(3• .73) I (447--5.73) tl (5247.34 I (710-8.74 6.75-10.6) 53-12 . (11.7-14.4 rEl PIM (t7.4 E
452 5.47 698 127 102 11.8 13.7 15.7 18.8 213
'"dei (4.11-65) - (4125-065) (8.34-7.73) (7.48-0.14) (9.94-112) (10.5-13.1) (20-15.1) (13.7-174) (15.1-23A) (18.1-244
4413Y 478 579 7.25 855 104 122 14A 159 18A 21.6
(4.30-5.26) (5.28.8.37) (0.69-8.10) (15-0.53) (3.53-114 (102-13.4) (12415.4) (14.0-179) 014-211) (18.4-242)
7,Ory 5.54 GM CIO 992 119 13.6 155 17.5 29.4 22.6
(529-0., -13-7.., 24-0.19) 97-10.7 (10.8-13.1.i 123-14 .34158) ,15.5-19.2 17.7-220 02-25.4
10d4,I (5 7.22 I (68.46 I 924 I 10.7 120 I 14.8 165 115 21.5 239
(249-10.1) ( 8411.7) (113-14.0) (132-16.0) (148-18.1) 1135-27. (18623. I ••7-2.
r 131 I 999 124 13A 16.3 18.4 29.8 228 261 28.7
(7.71-8.99) J (9.191-13.7) I (11.2-13.0) I (126-149) (15.0-17.4rp (168-10.9) (1815-222.3) (26.5-24,0) (2.1-2'5.5) (2€.1-315)
, r9? 12.43 144 13.4 ao sin 23.7 20 261 31.6„ 9.53-1.0) (13-13.0) i (13..0-15.7) (95.4-179 (79�17 (199-3.1) 2975 (23.1281) (263-317) $.3-34 5
122 15.1 190 MA 23.7 28.4 292 322 382 39.4
d day I (119-13.7) (94.1-164 t (1.8-19.4) (19.0-21.e) (22.0-234 (24.4-23.51 $58-314 (26.3-34Sa (325-30.4) (35.1-431)
155 18.3 21.5 24:1 27.7 30.5 33.3 362 409 - 43.0
14.5-16.5) 17.1-19. (202-23.0) (2211-25.81 (219-20.41) 523.3425) (311-35.7) 332-38.0)j (30.4-43.3) (355-49.7)
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Soil Map—Onslow County,North Carolina
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ti,52A Natural Resources Web Soil Survey 5/2/2017
Conservation Service National Cooperative Soil Survey Page 1 of 3

Sal 11ap—Onslow County,North Carolina
Map Unit Legend
Onslow County,North Carolina{NC133)
Map Unit Symbol Map Unit Name Acres in AOI Percent ofAO1
On Onslow loamy fine sand 3.5 100.0%
Totals for Area of Interest 3.5 100.0%
USDA Natural Resources Web Soil Survey 5/2/2017
2111 Conservation Service National Cooperative Soil Survey Page 3 of 3

aGLD
CHART E-1
Runoff Coefficient for Various Land Uses
Typical Values **
Sandy Soils Clay Soils
Slope Land-Use- Min. Max. Min. Max.
Flat Woodlands 0.10 0.15 0.15 0.20
0-2% * -
( ) pastures, grass,& Farmland 0.151.1.2Q, _..- 0.20 625
Rooftops and pavement 0.95 1 0.95, 0.95 0.95
Single family Residential:
1/2 acre lots and larger 0.30 0.35 0.35 0.45
Smaller lots 0.35 0.45 0.40 0.50
Multi-family Residential:
Duplexes 0.35 0.45 0.40 0.50
Apartments, townhouses,
and condominiums 0.45 0.60 0.50 0.70
Commercial and Industrial 0.50 0.95 0.50 0.95
Rolling Woodlands 0.15 0.20 0.20 0.25
(2-7%) *Pastures grass, & Farmland 0.20 0.25 0.25 0.30
Rooftops and pavement 0.95 0.95 0.95 0.95
Single family Residential:
1/2 acre lots and larger 0.35 0.50 0.40 0.55
Smaller lots 0.40 0.55 0.45 0.60
Multi-family Residential:
Duplexes 0.40. 0.55 0.45 0.60
Apartments, townhouses,
and condominiums 0.50 .0.70 0.60 0.80
Commercial and Industrial 0.50 0.95 0.60 0.95
* Coefficients assume good ground cover and conservation treatment.
** Weighted coefficient based on percentage of impervious surfaces and green areas must
be selected for each site.
Source: Storm water Design Manual, Town of Mount Pleasant, S.C.
/scr c SroZ �dAJA-nt S'l: O
6., '4,61 Feizza1cutS _ © , '2
G Po$'1 1 MP \c I esVL S
5-10

w LA,It a !—iY�.—`sr J
k:st, fea tr0 1 -- ) a,i i„, ;14-4 3-1"1 _ -0 _ f Fr(Ill 14-ca.\Kif'
TABLE H-i
Hydrologic Soil Groups for Local Soil Types
Map Hydrologic Soil Type
Symbol Soil
Group
Ba D Bayboro
Be A Baymeade
Bh * Baymeade-Urban Land Complex
Bp * Borrow Pit
Cr C Craven
DO D Dorovan
JO D Johnston
Ke A Kenansville
Kr A • Kureb
Ku * Kureb-Urban Land Complex
La A Lakeland
Le B/D Leon
Lo * Leon-Urban Land Complex
Ls C Lynchburg
Ly B/D Lynn Haven
MP * Mine Pits
Mu A/D Murville u
Nh A Newhan
No B Norfolk
On B Onslow
m D Pamlico
Pn B/D Pantego
Ra B/D Rains
Rm A Rimini
Se A/D Seagate
Sb * Seagate-Urban Land Complex
St C Stallings
TM * Tidal Marsh
To C Torhunta
Ur * Urban Land
Wa A Wakulla
Wo B/D Woodington
Wr C Wrightsboro
* Requires field Judgment
A/D Refers to drained/undrained.
Sources: Urban Hydrology for Small Watersheds, USDA-SCS, 210-V 1-TR-55, Second Ed.,
June 1986.
5-52

` TABLE H-2
SCS Curve Numbers for Various Cover Conditions
Hydraulic Soil Group Percent
Cover Description A BCD Impervious
Fully Developed Urban Areas
Open Space
Poor Condition (<50%grass) 68 79 86 89
Fair Condition(50-75% grass) 49 69 79 84
Good Condition(>75%grass) 39 61 .74 80
Impervious areas
Pavement,roofs 98 98 98 98
Gravel 76 85 89 91
Dirt 72 82 87 89
Urban Districts
Commercial and Business 89 92 94 95 85
Industrial 81 92 94 95 72
Residential areas (by lot size)
1/8 acre (town houses) 77 85 90 92 65
1/4 acre 61 75 83 87 38
1/3 acre 57 72 81 86 30
1/2 acre 54 70 80 85 25
1 acre 51 68 79 84 20
2 acres 46 65 77 82 12
Agricultural areas
Pasture, grassland
Poor 68 79 86 89
Fair 49 69 79 84
Good 39 61 74 80
Meadow(mowed) 30 58 71 78
Brush
Poor 48 67 77 83
Fair 35 56 70 77
Good 30 48 65 73
Woods and Grass (Orchard)
Poor 57 82 86
Fair 43 5 76 82
Good 32 72 79
Woods
Poor 45 66 77 83
Fair 36 60 73 79
Good 30 55 70 77
Row Crops, straight, good 67 78 85 89
Row Crops, contoured, good 65 75 82 86
Small Grain, good 63 75 83 87
Farmsteads 59 74 82 86
Source:SCS TR-55 (SCS, 1986)
5-53

Drainage Areas
New Swansboro ABC Liquor Store
July 5,2017
by: Mark T.Arcuri, PE
I C 'Total Area IC
(Impervio Pervious (Pervious f
Inlet Structure irnp. (SF) (SF) 1 Area (AC) I us Area) Area (SF) Area) C Imp.%
DI1 6,079 6,079 0.14 0.95 0 0.2 0.95 100%
DI2 0 2,372 0.05 0.95' 2,372 0.2 0.20 0%;
DI3 6,236 6,29E 0.14 0.95 _ 63 0.2 0.94 99%1
CI4 2,018 2,134 0.05 0.95 116 0.2 0.91 95%.
DI5 6,039 6,335 0.15 0.95 296 0.2 0.91 95%1
DI6 4,572 4,572 0.10 0.95 0 0.2 0.95 100%I
DI7 3,,138 3,386 0.08 0.95 248i 0.2 0.90 93%f
CI8 4,172 4,228 0.10 0.95 56 0.2 0.94 99%•
CI9 2,397 2,424 0.06 0.95 27 0.2 0.94 99%
Trench Drain 4,045 4,739 0.11 0.95 694 0.2 0.84 85%
C112 4,549 5,001 0.11 0.95 452 0.2 0.88 91%
RDCO1 154 154 0.00 0.95 0 0.2 0.95 100%
RDCO2 224 224 0.01 0.95 0_ 0.2 0.95 100%
RDCO3 224 224 0.01 0.95 0 0.2 0.95 100%
RDCO4 224 224 0.01 0.95 0 0.2 0.95 100%
RDCOS 224 224 0.01 0.95 0 0.2 0.95 100%
RDCO6 119 119 0.00 0.95 0 0.2 0.95 100%'
Off-Site 816 816 0.02 0.95 0 0.2 0.95 100%
Pond 0 16,280 0.37 0.95 16,280 0.2 0.20 0%
Total to Pond 45,230 65,834 1.51 0.95 20,604 0.2 0.72 69%
E
L g 5 2t'7
BY:

Wet Detention Bilsifi Routine,Calculations
',%.'nr Swensboro ABC Liquor Store
July 5,2017
by:Mark T.Arruri, PE
Da ?:
e6 1 YR-24 HR Rainfall Depth(in)-from NOAA Rainfall Maps
0.15 Rainfall(in/hr)(i)(Rainfall Depth/24)
45,230 'mpervious Area(SF
1..04 Impervious Area(AC)
20,604 Pervious Area(SF)
0.47 Pervious Area(AC)
65,834 Total Draina: a Area(SF)
1.51 Tots!Drainage Area(AC)
0.72 C post(See Table)
30.0 Predevelopment Top H(ft)
26-0 Predevelopment Bottom H(ft)
650 Predevelopment L(ft)
2.0 Factor
Description on Choice of Factor
Overland Flow Gres
16.3 tc(minutes)[((L3/H)°3-=)/128)
Non-SA Waters:
0.2 Predevelopment C
Description on Choice of Predevelopment C
Flat(0-2 ),Sand Soils, Pastures,Grass,and Farmlands
0.72 Postdevelopment C
0.05 Q(cfs)(1 YR-24 HR)Predevelopment(Q=CIA)
0.1.6 Q(cfs)(1 YR-24 HR)Postdevelopment(Q=CIA)
0.12 Q(cfs)Flow to be Controlled
69% Impervious Percentage(I)(See Table)
0.668 Rv(0.05+0.91)
1.5 Required Inches
5,500 Volume Required(CF)(3630* Rv*Required Inches*Total Drainage Area)(Simple Method)
5,823 Total Volume Provided Between Permanent Pool and Temporary Pool(CF)
16,812 Volume Provided Below Permanent Pool Main Pond(CF)
3.3 Average Depth(FT)(Main Pond Volume Below PP/Main Pond Surface Area at Permanent Pool)
4.67 SA/DA
Description on Choice of SA/DA
Coastal,Average Depth
3,074 Surface Area Required at Permanent Pool Main Pond(SF)
5,093 Surface Area Provided at Permanent Pool Main Pond(SF)

Dv
Draw Down:
27.2 Temporary Pool(ft)
26.5 Permanent Pool(ft)
0.7 H(ft)(Temporary Pool Permanent Pool)
0.6 C(unitless)Orifice Coefficient
1.25 Try this office diameter(inches)
0.020 Q(cfs)Draw Down Rate
3.2 Draw Down Time(days)
Between 2 and 5-OK
Soils:
Onslow Loamy
Fine Sand Soil Type
B Hydrologic Soil Group
65 SCS Curve Number(Pervious Areas)
Description on Choice of Pervious SCS Curve Number:
Woods Fair
98 SCS Curve Number(Impervious Areas)
88 Composite SCS Curve Number
32 Postdevelopment Top H(ft)
27 Postdevelopment Bottom H(ft)
640 Postdevelopment L(ft)
0.8% Resultant Slope(%)(Htop Hbottom)/L

Stage Storage
New Swansboro ABC Liquor Store
May4,2017
by:Mark T.Arcuri,PE
Forebay:
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft]
19
20
21.;.
actual bottom as required
2.4,0:.. 682 design bottom
• 25-0 ".? two= 891 891
244 1,607 1,354 2,245
26,5 1898 876 3,121 perm pool
Main Pond:
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft) [cu ft) [cu ft]
actual bottom as required
20 699 design bottom
21 1,305 1,102 1,102
22 1,775 1,540 2,642
23 2,305 2,040 4,682
24 2,908. 2,607 7,289
20 3,372. 3,240 10,528
25 4,300 3,936 14,464
264 5,093 2,348 16,812 perm pool
Main Pond Volume Below Permanent Pool 16,812 cf
Min Forebay Volume Required(15%) 2,522 cf
Target Forebay Volume(17.5%) 2,942 cf
Max Forebay Volume Allowed(20%) 3,362 cf
Actual Forebay Volume Provided 3,121 cf
Forebay Volume%of Main Pond Volume 18.6%Between 15-20-OK
Average Pond Depth(APD)equals PP Vol Main Pond/PP SA Main Pond
APD= 3.3 10K if greater than 3
Total Pond:
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL
[sq ft] [cu ft] [cu ft)
21.0 1,102
22.0 2,642
23.0 4,682
24.0 7,289
25.0 11,419
26.0 16,708
26.5 7,714 19,933 Permanent Pool
27.0 8,606 4,080 4,080
27:2 8,827 1,743 5,823 Primary Weir(Temporary Pool)
28.00 9,711 9,159 13,239
28.20 2 YR Pond Level
.4600,28.46 10 YR Pond Level
2864 2SYR Pond Level
28-88. 100 Year Pond Level(through primary weir)
29.00 ' 10,876 10,294 23,532
29.2 Set Emergency Weir(at 100 Year Pond Level or higher)
29.49 100 Year Over Emergency Weir(Primary Weir Blocked)
29.99 Minimum Top of Dam per NHCO(0.5 FT over 100 Year Blocked)
30.00 ' - 12,101 Set Top of Dam

3'1
Size and Check Emergency Wiers
New Swansboro ABC Liquor Store
May 4,2017
by:Mark T.Arcuri,PE
Q=Cw*L*H3/2
Cw= 3.3
Elev(ft)
Emer Pond 100 Year Calculated Is top of bank 0.5 feet
100 Year Pond Elev(ft) Wier Elev Bank Elev Emer Wier Calculated by Weir or more above 100 Year
BMP Q100(cs) from Routing Software (ft) (Ft) Length(ft) H(ft) Equation water level?
Pond 10.20 28.88 29.2 30.0 20 0.29 29.49 Yes
Q10o= C X i 100.5 min x AC 0.71 Resultant C from Drainage Area Table
Q=0.71 x 9.6 x 1.49 9.6 11oo-smin
Q=10.2 cfs 1.49 Area(AC)from Drainage Area Table

Predevelopment Hydrograph Calcs
New Swansboro ABC Liquor Store
May 4,2017
by: Mark T.Arcuri, PE
Onslow loamy
fine sand Soil Type
Sand Per Infiltration Test Report
B Predevelopment Soil Group
65 SCS Curve Number(Woods Fair)
30.0 Elev Upper
26.0 Elev Lower
650 Length (FT)
0.6% Slope

JOB NAME: `,/,,, 'DESCRIPTION: l '
' IBC U1+/r 5GuatislooroMI5 J C R I S R
TROUTMAN
'DATE J[DESIGN: 1 CHECK: JOB NO: 00 SHEEI! TANNER
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WILMINGTON, NC • RALEIGH, NC
P.O.Box 3727 Wilmington,NC 28406 I 3809 Peachtree Ave.Suite 102 Wilmington,NC 28403 p 910.397.2929 i 910.397.2971 cttengineering.com

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35 1
Appendices
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i,l u:
,i:jf ..r , ,1 Ali
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St
wira ECS SOUTHEAST, LLP "Setting the Standard for Service"
Geotechnical Construction• Materials Environmental• • Facilities l'#7erei i;-7rt,er,r,n Furn F-107f
1,L.. Fet..,'t.hAr.t VR^..r[i u51S F,•rr.C-4!G
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January 24, 2017
Ms. Neta Grady
Onslow County ABC Board
485 Center Street
Jacksonville, North Carolina 28403
Reference: Report of Seasonal High Water Table Estimation and Infiltration Testing +
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
Dear Ms. Grady:
ECS Southeast, LLP (ECS) recently conducted a seasonal high water table (SHWT) estimation
and infiltration testing within the stormwater best management practice (BMP) area(s) at the
ABC Store site at 1055 West Corbett Avenue in Swansboro, Onslow County, North Carolina.
This letter, with attachments, is the report of our testing.
Field Testing
On January 23, 2017, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations shown on the attached Boring Location Pian (Figure 1).
ECS located the borings using GPS equipment. The purpose of this exploration was to obtain
subsurface information of the in situ soils for the stormwater BMP area(s). ECS explored the
subsurface soil and groundwater conditions by advancing one hand auger boring into the
existing ground surface at each of the requested boring locations. ECS visually classified the
subsurface soils and obtained representative samples of each soil type encountered. ECS also
recorded the SHWT and groundwater elevation observed at the time of the hand auger borings.
The attached Infiltration Testing Form provides a summary of the subsurface conditions
encountered at the hand auger boring locations.
The SHWT and groundwater elevation was estimated at the boring locations below the existing
grade elevation. A summary of the findings are as follows:
Location SHWT Groundwater
B-1 16 inches 24 inches
B-2 18 inches 22 inches
ECS has conducted two infiltration tests utilizing a compact constant head permeameter near
the hand auger borings in order to estimate the infiltration rate for the subsurface soils.
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon. Tests in clayey conditions are conducted and calculated up to 30 minute intervals.
If an exact hydraulic conductivity is necessary for these locations, then ECS recommends
collecting samples by advancing Shelby tubes and performing laboratory permeability testing.
ECS Capitol Seances PLLC • ECS Flonda LLC • ECS kW-Atlantic,LLC • ECS Midwest LLC • ECS Southeast,LLP • ECS Texas,LLP
www.ecslirited.com

Report of SHWT Estimation and Infiltration Testing
• Swansboro ABC Store
Swansboro, Onslow County,North Carolina
ECS Project No.49.3792
January 24, 2017
Field Test Results
Below is a summary of the infiltration test results:
Location Description Depth Inches!
hour
B-1 Gray/orange sandy CLAY 16 inches <0.001
B-2 Gray/orange sandy CLAY 10 inches <0.001
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at(910)686-9114.
Respectfully,
ECS SOUTHEAST, LLP
L, 3
gliav‘ ?� / 14. .
K. Brooks Wall W. Brandon Fulton, PSC'PWS, LSS
Project Manager Environmental Department Manager
bwall ac ecslimited.com [e-mail]
910-686-9114 704-525-5152
Attachments: Figure 1 -Boring Location Plan
Infiltration Testing Form
ASFE Document
2

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$ APPROXIMATE BORING LOCATIONS i
W .7 E
SCALE SHOWN ABOVE
s
Swansboro ABC Store
Swansboro,New Hanover County, a-- Figure 1—Boring Location Plan
!North Carolina �T i it"`�
Provided by; Gaggle Earth and
ECS Project#49.3792
Charles F.Riggs&Assoc.
January 23,2017
KBW L • 971,M

Iv
Infiltration Testing Form
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
January 23, 2017
Location Death USCS Soil Description
B-1 0-16" SM Black silty SAND
16"-36" CL Gray/orange sandy CLAY
Seasonal High Water Table was estimated to be at 16 inches below the
existing grade elevation.
Groundwater was encountered at 24 inches below the existing grade
elevation.
Test was conducted at 16 inches below existing grade elevation
Infiltration Rate: <0.001 inches per hour
Location Depth USCS Soil Description
B-2 0-6" SM Black silty SAND
6"-36" CL Gray/orange sandy CLAY
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation.
Groundwater was encountered at 22 inches below the existing grade
elevation.
Test was conducted at 10 inches below existing grade elevation
Infiltration Rate: <0.001 inches per hour

`l I
Importafit Information About Your
Geotechoical
Engineering
Subsu,dase prob/ems are a pdncihal cause of constr ucr+on delays, cost overruns. claims, and disputes
The following rr itormation is p !+oed to help you manage your risks.
Geotechnical Services Are Performed for •elevation,configuration,location,orientation,or weight of the
Specific Purposes,Persons,and Projects proposed structure,
Geotechnical engineers structure their services to meet the specific needs of •composition of the design team,or
their clients.A geotechnical engineering study conducted for a civil engineer • project ownership.
may not fulfill the needs of a construction contractor or even another civil
engineer.Because each geotechnical engineering study is unique,each geo- As a general rule, always inform your geotechnical engineer of project
technical engineering report is unique,prepared solely for the client No one changes-even minor ones-and request an assessment of their impact.
except you should rely on your geotechnical engineering report without first Geotechnical engineers cannot accept responsibility or liability for problems
conferring with the geotechnical engineer who prepared it.And no one-not that occur because their reports do not consider developments of which they
even you-should apply the report for any purpose or project except the nne were not informed
originally contemplated.
Subsurface Conditions Can Change
Read the Full Report A geotechnical engineering report is based on conditions that existed at the
Serious problems have occurred because those relying on a geotechnical time the study was performed. Do not rely on a geotechnical engineering
engineering report did not read it all.Do not rely on an executive summary, report whose adequacy may have been affected by:the passage of time; by
Do not read selected elements only. man-made events,such as construction on or adjacent to the site;or by natu-
ral events,such as floods,earthquakes,or groundwater fluctuations.Always
A Geotecimical Engineering Report Is Based on contact the geotechnical engineer before applying the report to determine if it
A Unkpie Set of Project-Specilic Factors is still reliable.A minor amount of additional testing or analysis could prevent
Geotechnical engineers consider a number of unique,project-specific factors major problems.
when establishing the scope of a study.Typical factors include:the client's
goals,objectives,and risk management preferences;the general nature of the Most Geotosbnical Findings Are Professional
structure involved, its size,and configuration;the location of the structure OPINION
on the site;and other planned or existing site improvements,such as access Site exploration identifies subsurface conditions only at those points where
roads,parking lots,and underground utilities.Unless the geotechnical engi- subsurface tests are conducted or samples are taken.Geotechnical engineers
neer who conducted the study specifically indicates otherwise,do not rely on review field and laboratory data and then apply their professional judgment
a geotechnical engineering report that was: to render an opinion about subsurface conditions throughout the site.Actual
•not prepared for you, subsurface conditions may differ-sometimes significantly from those indi-
•not prepared for your project, cated in your report.Retaining the geotechnical engineer who developed your
•not prepared for the specific site explored,or report to provide construction observation is the most effective method of
•completed before important project changes were made. managing the risks associated with unanticipated conditions.
Typical changes that can erode the reliability of an existing geotechnical A Report's Recommendations Are Not Final
engineering report include those that affect: Do not overrely on the construction recommendations included in your re-
•the function of the proposed structure,as when it's changed from a port. Those recommendations are not final,because geotechnical engineers
parking garage to an office building,or from alight industrial plant develop them principally from judgment and opinion.Geotechnical engineers
to a refrigerated warehouse, can finalize their recommendations only by observing actual
1

subsurface conditions revealed during construction,The geotechnical engi- to disappointments, claims, and disputes. To help reduce the risk of such
neer who developed your report cannot assume responsibility or liability for outcomes,geotechnical engineers commonly include a variety of explanatory
the report's recommendations if that engineer does not perform construction provisions in their reports.Sometimes labeled "limitations"many of these
observation. provisions indicate where geotechnical engineers' responsibilities begin
A Geotechnical EngineeringReportand end,to help others recognize their own responsibilities and risks.Read
A Misinterpretation
Is Subject to these provisions closely.Ask questions.Your geotechnical engineer should
rpretation respond fully and frankly.
Other design team members' misinterpretation of geotechnical engineer-
ing reports has resulted in costly problems.Lower that risk by having your Geoenvironmental Concerns Are Riot Covered
geotechnical engineer confer with appropriate members of the design team The equipment,techniques, and personnel used to perform a geoenviron-
after submitting the report.Also retain your geotechnical engineer to review mental study differ significantly from those used to perform a geotechnical
pertinent elements of the design teams plans and specifications.Contractors study.For that reason,a geotechnical engineering report does not usually re-
can also misinterpret a geotechnical engineering report.Reduce that risk by late any geoenvironmental findings,conclusions,or recommendations;e.g.,
having your geotechnical engineer participate in prebid and preconstruction about the likelihood of encountering underground storage tanks or regulated
conferences,and by providing construction observation. contaminants. Unanticipated environmental problems have led to numerous
project failures.If you have not yet obtained your own geoenvironmental in-
Do let Redraw the Engineer's Logs formation,ask your geotechnical consultant for risk management guidance.
Geotechnical engineers prepare final boring and testing logs based upon Do not rely on an environmental report prepared for someone else.
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should Obtain Professional Assistance To Deal with Mold
never be redrawn for inclusion in architectural or other design drawings. Diverse strategies can be applied during building design,construction,op-
Only photographic or electronic reproduction is acceptable, but recognize eration,and maintenance to prevent significant amounts of mold from grow-
that separating logs from the report can elevate risk ing on indoor surfaces.To be effective,all such strategies should be devised
for the express purpose of mold prevention,integrated into a comprehensive
Give Contractors a Complete Report and plan,and executed with diligent oversight by a professional mold prevention
Guidance consultant. Because just a small amount of water or moisture can lead to
Some owners and design professionals mistakenly believe they can make the development of severe mold infestations,a number of mold prevention
contractors liable for unanticipated subsurface conditions by limiting what strategies focus on keeping building surfaces dry.While groundwater,wa-
they provide for bid preparation.To help prevent costly problems,give con- ter infiltration,and similar issues may have been addressed as part of the
tractors the complete geotechnical engineering report,but preface it with a geotechnical engineering study whose findings are conveyed in-this report,
clearly written letter of transmittal.In that letter,advise contractors that the the geotechnical engineer in charge of this project is not a mold prevention
report was not prepared for purposes of bid development and that the reports consultant; none et the services perterined In connection with
accuracy is limited;encourage them to confer with the geotechnical engineer the geotedwIcal eigineoris study were designed or conducted
who prepared the report(a modest fee may be required)and/or to conduct ad- kr the pmpese of mold prevention.Proper impiewentstion el
ditional study to obtain the specific types of information they need or prefer. the rocomrrondetbms conveyed In this report IJ not et Reed
A prebid conference can also be valuable.Be sure contractors have sufficient be aetAfalant to prevent In from giviving hi or on the Mc-
time to perform additional study.Only then might you be in a position to give brie h volve&
contractors the best information available to you,while requiring them to at
least share some of the financial responsibilities stemming from unantici- Rely on Your ASFE-Member Geotechnical
pated conditions. BIM'For Additional Assistance
Membership in ASFE/The Best People on Earth exposes geotechnical engi-
Read Responsibility Provisions Closely neers to a wide array of risk management techniques that can be of genuine
Some clients,design professionals,and contractors do not recognize that benefit for everyone involved with a construction project. Confer with your
geotechnical engineering is far less exact than other engineering disciplines. ASFE-member geotechnical engineer for more information.
This lack of understanding has created unrealistic expectations that have led
ASFE
the Boat Pimple pm Earth
8811 Colesville Road/Suite G106,Silver Spring,MD 20910
Telephone:'301/565-2733 Facsimile:301/589-2017
e-mail:[e-mail] www.asfe.org
Copyright 2004 by ASFE,inc.Duplication,reproduction,or copying of this document,in whole or in part,by any means whatsoever,is strictly prohibited,except withASFE§specific
written permission.Excerpting,quoting,or otherwise extracting wording from this document is permitted only with the express written permission of ASFE,and only for purposes
of scholarly research or book review.Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report.Any other firm,
individual,or other entity that so uses this document without being anASFE member could be committing negligent or intentional(fraudulent)misrepresentation.
IIGER06045.0M

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• 1 ,L- \-,' s ' . ., .,
3. ..- ' A : - ...' .. ii -:" -••-•; ', '- ,--- ' .. ( 'il . :-.`-'7 ,--...'1" ,,‘,i

Lim
Te 1 of
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1iiill'll®l'llll
Doc ID: 012641660003 Type: CRP
Recorded: 03/02/2016 at 08:20:49 AM
Fee hot: 81.616.00 pe 1 of 8
Rev : 1,000Pa.00
RebecnueTaxca L.Po�laOrd Rea. of Deeds
BK442O PG80-82
NORTH CAROLINA
GENERAL WARRANTY DEED
Excise Tax: $ I 00.d 0 Parcel Identifier No. 025739
Pursuant to NCGS$105.317.2,this property is not the primary residence of the Grantor
This instrument was prepared by:Donald G.Walton,Attorney at Law 722 New Bridge St.,Jacksonville,NC 28540
THIS DEED,dated February 24,2016,by and between
GRANTOR
Donna Strickland and Husband,
Gerald Strickland
GRANTEE
Onslow County ABC Board
Mailing Address:
409 Center Street,
Jacksonville,NC 28546
The designation Grantor and Grantee es ysed herein earl!inc!"de�port_..'er,their heirs,successors,and
assigns,and shall include singular,plural,masculine,feminine or neuter as required by context.
WITNESSETH,that the Grantors,for valuable consideration paid by the Grantee,the receipt of which is
hereby acknowledged,has and by these presents does grant,bargain,sell and convey unto the Grantees in
fee simple,all that certain lot or parcel of land situated in the City of Swansboro,Township,ONSLOW
County,North Carolina,and more particularly described as follows_
BEING that entire 3.16 acre tract as shown on plat entitled,"Boundary&Partial
Topographic Survey for Onslow County ABC Board",recorded in Map Book 25,Page 4
Onslow County Registry.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 544,Page
63.
A map showing the above described property is recorded in Map Book 25,Page 4.
Book:4420 Page, 1977-Current: 80 Seq: 1
Book:4420 Page: 80 Page 1 of 3

-Ik1
Page 2 of 3
The property hereinabove described was acquired by Grantor by instrument recorded in Book 544,Page
63.
A map showing the above described property is recorded in Map Book 25,Page 4.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple. And the Grantors covenant with the Grantees,that
Grantors are seized of the premises in fee simple,have the right to convey the same in fee simple,that title
is marketable and free and clear of all encumbrances,and that Grantors will warrant and defend the title
against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
Tide to the property hereinabove described is hereby conveyed subject to all valid and subsisting
restrictions,reservations,covenants,conditions,rights of ways and easements properly of record,if any
and current year ad valorem taxes.
IN WITNESS WHEREOF,the Grantors hereunto sets their hands and seals,or,if corporate,has caused
lDed to be executed by its duly authorized officers and its seal to be hereunto affixed,this the
4 day of M0.riA ,20 )L, . ,
if:Leaogjzzixe
4sttd4_,
Donna Strickland
��. �f• •
— (SEAL)
e--417S, Fs '
STATE OF No nth&r o lulo—
COUNTY OF O ASW 114
I. '&1 tm dii 01\4a Notary Public of the State of I
County of OAS th k1 do hereby certify that Donna Strickland and Husband,
Gerald Strickland personally appeared before me this day and acknowledged that (s)he/they
voluntarily executed this instrument for the purposes stated therein.
Wimess my hand and official seal,this the)S I—day of 1"10- ' ,201k_.
(Official Seal) 8 G .
o Publi
My Commission Expires: Q-ti o r Iv
Ke0y Jo Richmond
I NOTARY PUBUC
Onalow County,NC
Book: 4420 Page, 1977-Current: 80 Seq:2
Book:4420 Page: 80 Page 2 of 3

Page 3of3
DEPARTMENT OF TAX ADMINISTRATION
[S�
/If
Tax Certification Form
(Check One Box)
This certifies that there are no delinquent ad valorem taxes,or other
taxes which the Onslow County Tax Collector is charged with
collecting,that are a lien on:
Parcel Identification Number:
025739
This is not a certification that this Onslow County Parcel
Identification Number matches the deed description.
0 No certification required,as attorney statement that any delinquent
taxes will be paid from closing proceeds is included on first page of
deed.
Balance due on account.It must be paid to Onslow County Tax Collector
within 5 days of closing.
Linda Hernandez° P"` � 03/01/2016
Tax Collections Staff Signature Date
234 NW Corridor Blvd•Jacksonville,North Carolina•28540•Phone:[phone]•Fax:[phone].OnslowCountyNC.gcwhax
Book:4420 Page, 1977-Current:80 Seq: 3
Book:4420 Page: 80 Page 3 of 3

Hall, Christine
From: Hall, Christine
Sent: Monday,June 19, 2017 8:31 AM
To: 'Mark Arcuri'
Cc: Neta Grady;Jacob Green; Philip Humphrey;Weaver, Cameron
Subject: RE: request for additional information - new Swansboro ABC store SW8 170602
Mark,
Thanks for the phone call and e-mail. A 5 day extension is granted. I look forward to receiving the information prior to
June 28th
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email Co rres io_.`..ei} i' o end:i'c tn. Cf; :r ,'.
s a '�is !$ .,!✓!�%-'.
orlls C aioji Public Recoid. ai;•: n; V be disclosed to third parties.
s.
From: Mark Arcuri [mailto:[e-mail]]
Sent: Wednesday,June 14, 2017 6:08 AM
To: Hall, Christine<[e-mail]>
Cc: Neta Grady<[e-mail]>;Jacob Green <[e-mail]>; Philip Humphrey
<[e-mail]>; Weaver, Cameron<[e-mail]> •
Subject: FW: request for additional information - new Swansboro ABC store -SW8 170602
Christine, thanks for taking my call. As discussed,except for the planting plan,these items are easy to update and we
will do so. The ABC Board has requested a planting plan, but at this minute,we do not have an ETA on it. Therefore, I
respectfully request an additional five business days for resubmittal. If you approve that,that allows us to submit"prior
to June 28." Please confirm. Thank you for your help so far.
Mark T.Arcuri, PE
:afl , /Civil
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
1 4,rr, sat:.n FM.kich Ch:r `•?
30C 102
L i !ri. on,NC 28403
E:t 120
1

. marcurk cttenaineerina.com
www.cttervineerina.com
1
CJNFlD-EN'i I:"•.LI,' NOTE:Tha in.. :::,ic-r tr nsrr.at,.d-r.J,c;;l v. thi;•-: ir:'::r:y:d sci ly for the use o tl e v.sc.:n or.,rtry to which it is addressed and may
nc•ttrin cot .: .-:1 711,c:pries-g .J rit•r:.il.If y:.a are th•_int: .d r ant of V:i.3rn?�: �1 •or the imlividu a res;:an;;;v:. v'eling?ne e-rr:.il to the intended
realp er;t,}'r :i arty r?tf;ed th"an use,rw.,:w,r.trar,_miss n,c mir=tion,distrit ati n,r proOrr.;ti.-n,co ;:n or any e ion tar, ii oil this email or a-:yof its
°n i::on tr:'s m siri:at 1:. i-:::d.If,:.i r.•_• +.. d th:= r.r in Ey:or,pleas:imnr diate'.y contiilt the sender r:r entity by e-mail and
a=ete the c I e-:m:` ar , il clurr•>n r[m _ur computer or con.•o[t?r systeil.Any viewe expressed in this ra,:sse,e a,_those of the individual
.. ;not.r
From: Hall, Christine [mailto:Christir.F.Haflf iicdenr.gov]
Sent:Tuesday,June 13, 2017 1:55 PM
To: Mark Arcuri<[e-mail]>; [e-mail]
Cc:Weaver,Cameron<cameror:[e-mail]>
Subject: request for additional information- new Swansboro ABC store -5W8 170602
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few minor items that
need clarification. I will be out of the office the rest of the week so if you have any questions please let me know soon. I
will be back in the office on Monday.
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hallr7ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
- " "Nothu'g Compares. -
�.rm %0:`i 'tih "l•'-ate`It C)i (1d 1f0111 iiii & f'l'SS IS Ubjed tO
I l't M? Carolina Public R co,'YJs Law and may bv disclosed;a third patties.
2

ROY COOPER
Governor
f.a
MICHAEL S. REGAN
Secretary
Energy,Mineral& TRACY DAVIS
Land Resources
Director
ENVIRONMENTAL QUALITY
June 13,2017
Ms.Neta L. Grady, System Administrator
Onslow County ABC Board
485 Center Street
Jacksonville,NC 28546
Subject: Request for Additional Information
Stormwater Project No. SW8 170602
Swansboro ABC Liquor Store
Onslow County
Dear Ms. Grady:
The Wilmington Regional Office received and accepted an Express State Stormwater Management Permit
Application for the Swansboro ABC Liquor Store on June 8,2017. A preliminary in-depth review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
4. 15A NCAC 02H.1003(1): Please update Section IV.6 and IV.7 of the application to reflect that it
was confirmed by Division of Water Resources that there are no surface waters present on this
property.
2. 15A NCAC 02H.1003(3)(a), .1002(43), and .1050(1): Upon reviewing the plans, it appears that
the proposed sidewalk along NC Highway 24 is not being collected and treated. During the
G\) '1 k� submittal meeting,the required right-of-way improvements were discussed,however the
}proposed sidewalk was not. The runoff from all built-upon areas(BUA)of the project is to be
Cc-\c'il t -s treated in a stormwater control measure(SCM). Those areas that cannot be collected and treated
r. t u need to be quantified and justification should be provided discussing the stormwater treatment.
One option is to oversize the SCM to offset the additional BUA that cannot be collected and
treated.
15A NCAC 02H.1003(5), and .1050(4): Please demonstrate that erosion will not occur
downslope during the peak discharge from the 10-year storm event or provide a citation for this
information in the calculations.
L`4. 15A NCAC 02H.1042(2)(d): Please check the latitude and longitude provided in Section 1.4 of
the application for accuracy.
5. 15A NCAC 02H.1042(2)(h)(i): Please confirm the following details shown on plan sheet C7:
bk a. The orifice diameter is shown on C7 as being 2". However,the other application
documents indicate it will be 1.25".
✓mob. Please identify the elevations associated with the vegetated shelf.
6. 15A NCAC 02H.1042(2)(i)and .1053(11): Please provide a planting plan that meets the
referenced sections of the rules.
7. Due to the relatively minor nature of these comments,the express additional information review
fee has been waived.
Please keep in mind that changing one number may change other numbers and require the calculations,
supplements, and other supporting documentation to be updated. Verify all numbers are correct to ensure
consistency in the application documents.
State c f will Carolina I Em•ironmeraal Q..stay ;. _Miner: na L:n:.I R=•sours'
Mmingtou Regioucu O Rce 11_'r Cardln;.)[)rn.Exti.rsion I Wilminytcm,AC 2b•}O
410 796

State Stormwater Permit No. SW8 170602
Page 2 of 2
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to June 21,2017, or the application will be
returned as incomplete. If the project is returned and you wish to re-submit to the Express Program,you
will need to reschedule the project through the Express Coordinator for the next available review date and
will need to resubmit all of the required items at that time, including the application fee.
If you need additional time to submit the information,please email or fax your request for a time
extension to the Division at the email address or fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information,which shall be no later than 5
business days past the original due date.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express"and reference the project name and State assigned
project number on all correspondence. If you have any questions concerning this matter,please feel free
to call me at(910)796-7215 or email me at [e-mail].
Sincerely, 1 a
atrilys-No' f1G�`
Christine Hall
Environmental Engineer
GDS/canh: \\\Stormwater\Permits&Projects\2017\170602 HD\2017 06 addinfo 170602
cc: Mark Arcuri, Criser Troutman Tanner Consulting Engineers
Wilmington Regional Office Stormwater File
State 'North Carolina I Envir-aimental Q!rr:;it} I Enerov Mineral_rti.Land:te.ou;c:cs
Wi:m ng rn k.fir+:;.;i Of'47,: I In Cardinal Dri Extension I Wi]mincpn RC?FA.O J
110 196 7215

Hall, Christine
From: Hall, Christine
Sent: Tuesday,June 13, 2017 1:55 PM
To: Arcuri, Mark; '[e-mail]'
Cc: Weaver, Cameron
Subject: request for additional information - new Swansboro ABC store - SW8 170602
Attachments: 2017 06 addinfo 170602.pdf
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few minor items that
need clarification. I will be out of the office the rest of the week so if you have any questions please let me know soon. I
will be back in the office on Monday.
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
lilt ti:'Coftl!";,;irt .
Email c:orr x pc, ence C. i
Norm m aaro!i is r�ubliC r-iE;;G`:.es L.t''i; yrR.'::Gis r;..;L-,' ��. thiiid�3^..'. .:-.�.
1

6/5r2017 ABC Board Directory-County Information-North Cardin Alcoholic Beverage Cool Commission
,- At"OtIt the Cornet 5''ion Contact Dir.:.:tt . AE'i..St.c..'Ee Locator I. _ _i'ra^M .r:
Chairman: : . L.'Zf N DER"GUI, JR.
C=eneral irsio Permits Boar k'Nine ProrJunts Legg! Edue^Lion r<.:di1! IrwE:;Catit f
Sr1tlti.r� Ll�,c,r J AE3:;Store & P.,oarcis
General Information ABC Board Directory
Brief History Onslow County ABC Board
Store Locator Location: 485 Center St,Jacksonville,NC 28546
,;CsC Ot,`t.d Lair„rt y Mailing Address: 485 Center St,Jacksonville,NC 28546
County: Onslow
Purchase Transportation Permit Phone: [phone]
State Warehouse Fax [phone]
ABC Board Law Enforcement Info Web Site: onslow.abc.nc.gov
Email: onslowabc embargmail.corr
Boards Map Date of First Retail Sales: Fall of 1935
ABC Board of Elections
Frequently Asked Questions Authorized By: Pasquotank Act 1935-493
Additional ABC Election information is available by linking to our listing of Alcoholic
Locate a permittee(Permittee Search) Beverage Legal Sales Areas for counties,cities,and towns in North Carolina.
How do I apply for a permit?
How do I find a store near me? Division of Revenue
How to apply for a job at an ABC store? Grubs Profits
What sales are allowed in my area? • Law Enforcement-follows GS 18B-805(c)(2)
How do I open an ABC Store? • Alcohol Education-follows GS 18B-805(c)(3)
Net Profits
• 5%to Jacksonville General Fund
• 4%to Richlands General Fund C C E I V E
• 4%to Swansboro General Fund
• 3%to Holly Ridge General Fund JUN A 8 1f
• 5%to each municipality with a store y
• 10%to Onslow County Hospital
• Remainder to Onslow County General Fund BY:
Board Members
Member Title Appointment Date
Carol McIntyre Chairman 07/01/2016
Neta Grady General Manager 03/15/2008
Mat Raymond,Jr. Member 07/01/2015
Dante Martin Member 08/01/2014
Greg Cooper Member 07/20/2015
Cynthia Waun Member 07/01/2016
Stores
Store Address Hours of Operation
2500 Onslow Dr,Jacksonville,NC 28540 Mon-Sat 9am-9pm
419 S.Marine Blvd(Hwy 17 South),Jacksonvil... Mon-Sat 9am-9pm
115 Workshop Ln,Jacksonville,NC 28546 Mon-Sat 9am-9pm
8806 Richlands Hwy,Richlands,NC 28574 Mon-Sat 9am-9pm
httpJ/abc.nc.govIDistricts/Boardl195 1/2

6/5/2017 ABC Board Directory-County Information-North Carolina Alcoholic Beverage Control Commission
987 Hwy 210,Sneads Ferry,NC 28460 Mon-Sat 9am-9pm
1073 Corbett Ave,Swansboro,NC 28584 Mon-Sat 9am-9pm
Hor,1,74 Map
,ur ti- Str.w)
0 Copyright 2016 I North Carolina Alcoholic Beverage Control Commission I All rights reserved
http://abc.nc.gov/Districts/Board/195 2/2

CRISER
TROUTMAN
TANNER
TRANSMITTAL LETTER
TO: FROM:
CHRISTINE HALL Mark T.Arcuri, PE
COMPANY: DATE:
NCDEQ 06/08/2017
ADDRESS: CTT'S PROJECT NUMBER:
127 Cardinal Drive Extension 7910
Wilmington, NC 28405 NCDEQ Stormwater Permit
PHONE NUMBER: CLIENT'S REFERENCE NUMBER:
910-796-7215
RE:
New Swansboro ABC Liquor Store
-a
WE TRANSMIT: ❑ATTACHED ❑UNDER SEPARATE COVER ❑HAND CARRIED BY ❑UPS/FEDEX UPS GROUND
THE FOLLOWING: ❑TRACINGS ❑ PRINTS ❑ INSPECTION REPORT ❑SHOP DRAWINGS 0 SPECIFICATIONS 0 OTHER
COPIES DATE SHEET NO. DESCRIPTION REMARKS
1ORIG& STORMWATER MANAGEMENT
1 COPY APPLICATION FORM
1ORIG WET DETENTION BASIN SUPPLEMENT
1ORIG WET DETENTION BASIN OPERATION &
MAINTENANCE AGREEMENT
1 ORIG CHECK#33862-$4,000
INCLUDES SOIL
1 COPY 05/16/2017 NARRATIVE AND CALCULATIONS SURVEY, SHWT
REPORT, USGS TOPO,
AND DEED
1 COPY ONSLOW COUNTY ABC BOARD LISTING FROM
WEBSITE
I C1 C2 C3 C6 C7
2 COPIES
06/08/2017 C12 SITE PLANS AND DETAILS STAPLED & FOLDED
NOTES/COMMENTS:
RE.E,
JUN 08 20i1
BY: � t ;'lf,� �i..
:�.:�
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON•RALEIGH•CHARLOTTE
P.O.Box 3727 Wilmington,NC 28408 I 3809 Peachtree Ave.Suite 102 Wilmington,NC 28403 p 910.397.2929 f910.397.2971 cttengineering.com

For DEQ Use ONLY
Reviewer C ,lv
North Carolina Department of Environmental Quality Submit (Of i
• Request for Express Permit Review (�
Time: ■V G,V%—
Confirm. 1.7
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidson(c�ncdenrav Provfds'd Exist9n,Permits1
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.lee(a?ncdenr.gov
• Mooresville or Winston Salem-Marcia Allocco 704-235-2107;marcia.allocco(d nrdenr.gov -.
• Washington Region-Lyn Hardison 252-948-3842 or Ivn.hardison(r.ncdenr.gov c' Y
• Wilmington Region-Cameron Weaver 910-796-7303 or cameron.weave►(d)ncdenr.gov
NOTE:Project application received after 12 noon will be stamped in the following work day. - r S--
Project Name:SWANSBORO ABC LIQUOR STORE County:ONSLOW Z _
Applicant: NETA GRADY Company:ONSLOW COUNTY ABC BOARD
Address:485 CENTER STREET City:JACKSONVILLE,State: NC Zip:28546- rj`ti -
Phone:[phone],Fax:—_ , Email: [e-mail]
Physical Location:1055 WEST CORBETT AVENUE,SWANSBORO,NC 28584
Project Drains into CARTWHEEL BRANCH waters-Water classification SA' HQW(QWR Surface Water ClassFications eig)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within'/2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters?Y
Engineer/Consultant: MARK T.ARCURI Company:CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Address: 3809 PEACHTREE AVENUE, SUITE 102 City:WILMINGTON, State: NC Zip:28403-
Phone:[phone],Fax:[phone], Email: [e-mail] f ?PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE upAP>R ?Di]
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY El DWR, El DCM, ❑DEMLR, El OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit El Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
El 401 Water Quality Certification El Isolated Wetland(_linear ft or_acres)
❑ Riparian Buffer Authorization ❑ Minor Variance El Major General Variance
E1 State Stormwater El General El SFR, El SFR<1 ac. ❑ Bkhd&Bt Rmp, ❑Clear&Grub, El Utility ❑Other
❑Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales El Off-site[SW (Provide permit#)]
Z High Density-Detention Pond 1#Treatment Systems El High Density-Infiltration #Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑High Density-SW Wetlands # Treatment Systems
❑ High Density-Other #Treatment Systems/[1 I+^7:❑Mar ❑Minor❑Plan Revision n Redev.Exclusion SW (Pro,,As permit))
❑Coastal Management El Excavation&Fill ❑ Bridges&Culverts ❑Structures Information
❑Upland Development El Marina Development ❑Urban Waterfront
❑Land Quality El Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# &Amt. (for DEQ use))
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site®Yes❑ No Buffer Impacts:®No❑YES: _acre(s)
Wetlands Delineation has been completed:®Yes❑No Isolated wetland on Property®Yes❑ No
US ACOE Approval of Delineation completed:®Yes❑ No 404 Application in Process wl US ACOE: ❑Yes El No Permit
Received from US ACOE®Yes El No
— For DR)rise only-- . ..
Fee Split for multiple permits:(Check# 1 Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS $ I Stream Deter,_ $
NCDEQ EXPRESS March 2016

STORMWATER NARRATIVE IN NCDEQ PREFERRED FORMAT
1. General Information
a. The name of project is Swansboro ABC Liquor Store.
b. Project address is 1055 West Corbett Avenue, Swansboro, Onslow County.
c. 3.16 acres in tract
d. 1.5 acres being disturbed
e. Acres in wetlands
1. Wetlands have been delineated &signed-off by The Corps.
2. 0.078 ac wetland impact has been permitted by the Corps. See permit attached.
f. The Onslow County ABC Board does not appear to be listed on the NC Secretary of
State Web Site
g. Description of development proposal is a state funded liquor store.
1. No previous or existing permits known other than wetland impact listed above.
2. Tax parcel ID Number 025739
h. We are not requesting credit for any Pre-1988 Built Upon Area.
i. Phase 1 will be the portion near Highway 24, including the building, associated
parking, and the stormwater pond west of the building. Phase 2 will include truck
and trailer parking and another stormwater pond west of said trailer parking. Phase
2 will be shown in concept only, but will not be fully designed or permitted.
j. A sanitary sewer pump station and a potable water service will be provided and will
connect to existing ONWASA mains in the Highway 24 Right of Way.
k. There are no known historic sites on the property. This project will be funded with
public money.
I. There are no known non-compliance issues with any DEQ Agencies
2. Stormwater Information
a. Project is in White Oak River Basin. Project is draining to, but over 0.5 mile from
receiving stream Cartwheel Branch, SA; HQW, Index Number 20-26-1.
b. Stormwater Design proposed is High Density Commercial State Stormwater. Town of
Swansboro does not have a Phase 2 Stormwater program.
c. Phase 1 area will be approximately 75% impervious.
d. There will be one wet detention basin in phase 1. Stormwater will be collected in
inlet and conveyed with RCP storm pipe.
e. It is the intent that all built upon area will be collected. If the site needs to be raised
by grading, a minor amount may need to discharge to Highway 24.
f. This project is not affected by CAMA buffers and State River Buffers.
g. This site does not have any Coastal Management Areas of Environmental Concern.
h. Off-Site Runoff will be routed around the site. Off-site runoff will not be allowed into
the proposed BMP.
i. Road construction across other properties is not necessary to access this project.
j. ECS performed an on-site evaluation of the soils on January 23, 2017.
Determination of infiltration rates was attempted at both the Phase 1 and Phase 2
stormwater treatment locations; however both locations revealed substandard rates,
so they are not conducive to infiltration. Seasonal high water tables were determined
to be between 22 and 24 inches. See attached report.

STORMWATER NARRATIVE
Project:
Swansboro ABC Liquor Store
Location:
1055 West Corbett Avenue
Swansboro, North Carolina 28584
Prepared for:
Onslow county ABC Board
485 Center Street
Jacksonville, NC 28546
CRISER
TROUTMAN
TANNER
Prepared by:
Mark T. Arcuri, PE
Criser Troutman Tanner Consulting Engineers
3809 Peachtree Avenue
Suite 102
Wilmington, NC 28403
March 30, 2017
Firm License No. F0113
C&T Job 7910

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ECS SOUTHEAST LLP_ 'Set►to::: . •
lr.•.i s i :; _.�.�.' . = * _".i Facilities
January 24, 2017
Ms. Neta Grady
Onslow County ABC Board
485 Center Street
Jacksonville, North Carolina 28403
Reference: Report of Seasonal High Water Table Estimation and Infiltration Testing
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
Dear Ms. Grady:
ECS Southeast, LLP (ECS) recently conducted a seasonal high water table (SHWT) estimation
and infiltration testing within the stormwater best management practice (BMP) area(s) at the
ABC Store site at 1055 West Corbett Avenue in Swansboro, Onslow County, North Carolina.
This letter, with attachments, is the report of our testing.
Field Testing
On January 23, 2017, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations shown on the attached Boring Location Plan (Figure 1).
ECS located the borings using GPS equipment. The purpose of this exploration was to obtain
subsurface information of the in situ soils for the stormwater BMP area(s). ECS explored the
subsurface soil and groundwater conditions by advancing one hand auger boring into the
existing ground surface at each of the requested boring locations. ECS visually classified the
subsurface soils and obtained representative samples of each soil type encountered. ECS also
recorded the SHWT and groundwater elevation observed at the time of the hand auger borings.
The attached Infiltration Testing Form provides a summary of the subsurface conditions
encountered at the hand auger boring locations.
The SHWT and groundwater elevation was estimated at the boring locations below the existing
grade elevation. A summary of the findings are as follows:
Location SHWT Groundwater
B-1 16 inches 24 inches
B-2 18 inches 22 inches
ECS has conducted two infiltration tests utilizing a compact constant head permeameter near
the hand auger borings in order to estimate the infiltration rate for the subsurface soils.
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon. Tests in clayey conditions are conducted and calculated up to 30 minute intervals.
If an exact hydraulic conductivity is necessary for these locations, then ECS recommends
collecting samples by advancing Shelby tubes and performing laboratory permeability testing.

Report of s ima ion and Infiltration Testing
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
January 24, 2017
Field Test Results
Below is a summary of the infiltration test results:
Location Description Depth Inches/
hour
B-1 Gray/orange sandy CLAY 16 inches <0.001
B-2 Gray/orange sandy CLAY 10 inches <0.001
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at(910) 686-9114.
Respectfully,
ECS SOUTHEAST, LLP
K. Brooks Wall W. Brandon Fulton, PSC, PWS, LSS
Project Manager Environmental Department Manager
bwall(aecslimited.com [e-mail]
910-686-9114 704-525-5152
Attachments: Figure 1 - Boring Location Plan
Infiltration Testing Form
ASFE Document
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Infiltration Testing Form
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
January 23, 2017
Location Depth USCS Soil Description
B-1 0-16" SM Black silty SAND
16"-36" CL Gray/orange sandy CLAY
Seasonal High Water Table was estimated to be at 16 inches below the
existing grade elevation.
Groundwater was encountered at 24 inches below the existing grade
elevation.
Test was conducted at 16 inches below existing grade elevation
Infiltration Rate: <0.001 inches per hour
Location Depth USCS Soil Description
B-2 0-6" SM Black silty SAND
6"-36" CL Gray/orange sandy CLAY
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation.
Groundwater was encountered at 22 inches below the existing grade
elevation.
Test was conducted at 10 inches below existing grade elevation
Infiltration Rate: <0.001 inches per hour

Important Information About Your ' -.-. -.. _ .
(-- Geotecbnicai
Engineerin
Report
Subsurface problems are a principal cause of construction delays, cost overruns, claims,and disputes
The following information is provided to help you manage your risks.
Geotechnical Services Are Performed for • elevation,configuration,location,orientation,or weight of the
Specific Purposes,Persons,and Projects proposed structure,
Geotechnical engineers structure their services to meet the specific needs of • composition of the design team,or
their clients.A geotechnical engineering study conducted for a civil engineer • project ownership.
may not fulfill the needs of a construction contractor or even another civil
engineer.Because each geotechnical engineering study is unique,each geo- As a general rule, always inform your geotechnical engineer of project
technical engineering report is unique,prepared solely for the client.No one changes - even minor ones - and request an assessment of their impact.
except you should rely on your geotechnical engineering report without first Geotechnical engineers cannot accept responsibility or liability for problems
conferring with the geotechnical engineer who prepared it.And no one-not that occur because their reports do not consider developments of which they
even you-should apply the report for any purpose or project except the one were not informed.
originally contemplated.
Subsurface Conditions Can Change
Read the Full Report A geotechnical engineering report is based on conditions that existed at the
Serious problems have occurred because those relying on a geotechnical time the study was performed. Do not rely on a geotechnical engineering
engineering report did not read it all. Do not rely on an executive summary, report whose adequacy may have been affected by:the passage of time;by
Do not read selected elements only. man-made events,such as construction on or adjacent to the site;or by natu-
ral events,such as floods,earthquakes,or groundwater fluctuations.Always
A Geotechnical Engineering Report Is Based on contact the geotechnical engineer before applying the report to determine if it
A Unique Set of Project-Speeiffc Factors is still reliable.A minor amount of additional testing or analysis could prevent
Geotechnical engineers consider a number of unique,project-specific factors major problems.
when establishing the scope of a study. Typical factors include:the client's
goals,objectives,and risk management preferences;the general nature of the Most Geotechnical Findings Are Professional
structure involved, its size, and configuration;the location of the structure Opinions
on the site;and other planned or existing site improvements,such as access Site exploration identifies subsurface conditions only at those points where
roads,parking lots,and underground utilities.Unless the geotechnical engi- subsurface tests are conducted or samples are taken.Geotechnical engineers
neer who conducted the study specifically indicates otherwise,do not rely on review field and laboratory data and then apply their professional judgment
a geotechnical engineering report that was: to render an opinion about subsurface conditions throughout the site.Actual
•not prepared for you, subsurface conditions may differ-sometimes significantly from those indi-
•not prepared for your project, cated in your report.Retaining the geotechnical engineer who developed your
•not prepared for the specific site explored,or report to provide construction observation is the most effective method of
•completed before important project changes were made. managing the risks associated with unanticipated conditions.
Typical changes that can erode the reliability of an existing geotechnical A Report's Recommendations Are Not Final
engineering report include those that affect: Do not overrely on the construction recommendations included in your re-
®the function of the proposed structure,as when it's changed from a port. Those recommendations are not final,because geotechnical engineers
parking garage to an office building,or from alight industrial plant develop them principally from judgment and opinion.Geotechnical engineers
to a refrigerated warehouse, can finalize their recommendations only by observing actual

subsurface conditions revealed during construction.The geotechnical engi- to disappointments, claims, and disputes. To help reduce the risk of such
neer who developed your report cannot assume responsibility or liability for outcomes,geotechnical engineers commonly include a variety of explanatory
the report's recommendations if that engineer does not perform construction provisions in their reports. Sometimes labeled "limitations" many of these
observation. provisions indicate where geotechnical engineers' responsibilities begin
and end,to help others recognize their own responsibilities and risks. Read
A Geotechnical Engineering Report Is Subject to these provisions closely.Ask questions.Your geotechnical engineer should
Misinterpretation respond fully and frankly.
Other design team members' misinterpretation of geotechnical engineer-
ing reports has resulted in costly problems. Lower that risk by having your Geoenvironmental Concerns Are Not Covered
geotechnical engineer confer with appropriate members of the design team The equipment, techniques, and personnel used to perform a geoenviron-
after submitting the report.Also retain your geotechnical engineer to review mental study differ significantly from those used to perform a geotechnical
pertinent elements of the design team's plans and specifications.Contractors study.For that reason,a geotechnical engineering report does not usually re-
can also misinterpret a geotechnical engineering report. Reduce that risk by late any geoenvironmental findings,conclusions,or recommendations;e.g.,
having your geotechnical engineer participate in prebid and preconstruction about the likelihood of encountering underground storage tanks or regulated
conferences,and by providing construction observation. contaminants. Unanticipated environmental problems have led to numerous
project failures.If you have not yet obtained your own geoenvironmental in-
Do Not Redraw the Engineer's Logs formation,ask your geotechnical consultant for risk management guidance.
Geotechnical engineers prepare final boring and testing logs based upon Do not rely on an environmental report prepared for someone else.
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should Obtain Professional Assistance To Deal with Mold
never be redrawn for inclusion in architectural or other design drawings. Diverse strategies can be applied during building design,construction, op-
Only photographic or electronic reproduction is acceptable, but recognize eration,and maintenance to prevent significant amounts of mold from grow-
that separating logs from the report can elevate risk. ing on indoor surfaces.To be effective,all such strategies should be devised
for the express purpose of mold prevention,integrated into a comprehensive
Give Coifvtors a Complete Report and plan,and executed with diligent oversight by a professional mold prevention
Guidance consultant. Because just a small amount of water or moisture can lead to
Some owners and design professionals mistakenly believe they can make the development of severe mold infestations,a number of mold prevention
contractors liable for unanticipated subsurface conditions by limiting what strategies focus on keeping building surfaces dry. While groundwater,wa-
they provide for bid preparation.To help prevent costly problems,give con- ter infiltration, and similar issues may have been addressed as part of the
tractors the complete geotechnical engineering report, but preface it with a geotechnical engineering study whose findings are conveyed in-this report,
clearly written letter of transmittal.In that letter,advise contractors that the the geotechnical engineer in charge of this project is not a mold prevention
report was not prepared for purposes of bid development and that the report's consultant; none of the services performed in connection with
accuracy is limited;encourage them to confer with the geotechnical engineer the geotechnical engineer's study were designed or conducted
who prepared the report(a modest fee may be required)and/or to conduct ad- for the purpose of mold prevention.Proper implementation of
ditional study to obtain the specific types of information they need or prefer. the recommendations conveyed in this report will not of itself
A prebid conference can also be valuable.Be sure contractors have sufficient be sufficient to prevent mold from growing in or on the struc-
time to perform additional study.Only then might you be in a position to give ture involved.
contractors the best information available to you,while requiring them to at
least share some of the financial responsibilities stemming from unantici- Rely on Your ASFE-Member Geotechnical
pated conditions. Engineer For Additional Assistance
Membership in ASFE/The Best People on Earth exposes geotechnical engi-
Read Responsibility Provisions Closely nears to a wide array of risk management techniques that can be of genuine
Some clients,design professionals,and contractors do not recognize that benefit for everyone involved with a construction project. Confer with your
geotechnical engineering is far less exact than other engineering disciplines. ASFE-member geotechnical engineer for more information.
This lack of understanding has created unrealistic expectations that have led
ASFE
The Beet People on Earth
8811 Colesville Road/Suite G106,Silver Spring,MD 20910
Telephone:'301/565-2733 Facsimile:301/589-2017
e-mail:[e-mail] www.asfe.org
Copyright 2004 by ASFE,inc.Duplication,reproduction,or copying of this document,in whole or in part,by any means whatsoever,is strictly prohibited,except with ASFE's specific
written permission.Excerpting,quoting,or otherwise extracting wording from this document is permitted only with the express written permission of ASFE,and only for purposes
of scholarly research or book review.Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report.Any other firm,
individual,or other entity that so uses this document without being anASFE member could be committing negligent or intentional(fraudulent)misrepresentation.
IIGER06045.OM

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2016-01930 County: Onslow U,S.G.S.Quad:NC-HUBERT
GENERAL PERMIT(REGIONAL AND NATIONWIDE)VERIFICATION
Pennittee: Onslow County ABC Board Agent; Kim Williams
Ms.Neta Grady Land Management Group,Inc
409 Center Street 3805 Wrightsville Avenue,Suite 15
Jacksonville,NC 28546
Size(acres) 3.1 Nearest Town Swansboro
Nearest Waterway Cartwheel Branch River Basin Onslow Bay
USGS HUC 03020301 Coordinates Latitude:34.6998607815351
Longitude:-77.1465299041753
Location description: The proiect area is located at 1071 Corbett Avenue,Onslow County,North Carolina.
Description of projects area and activity:This NWP 39 verification authorizes permanent impacts to 0.078 acre of non-riparian
wetlands for the construction of an ABC store and its associated narking,access and stormsvater facilities. The remaining
wetlands onsite are not to be filled or disturbed by co strnction activities.
Applicable Law: ® Section 404(Clean Water Act,33 USC 1344)
❑ Sections 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number:39
SEEATTACHEI)RGP or NWP GENERAL,REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 12/14/16 and additional information received
1/16/17. 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 authorization is modified,
suspended or revoked, lf, prior to the expiration date identified below, the nationwide 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 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 permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide 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(252)264-3 901.
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 Brennan Dool at(910)251-4694.or Brenn . ooless usace.armv.ntil.
Corps Regulatory Official: Date: February 9,2017
Expiration.Date of Verification; March 18,2017

Action Id. SAW-2016-0.1930 County: Onslow
NWP 39 Special Conditions
3. Wetland and Stream Avoidance/Minimization Areas: The Permittee shall avoid the remaining onsite
wetlands,(as detailed on the attached drawings). These natural wetland/stream.areas were avoided as part of
the permit application review process and therefore will not be disturbed by any dredging, filling,mechanized
land clearing,agricultural activities, or other construction work whatsoever.

Action ID Number: SAW 2016-01.930 County: Onslow
Perniittee: Onslow County ABC Board,Ms.Neta Grady
Project Name: 1071 Corbett Avenue Onslow County ABC Board
Date Verification Issued: February 9,2017
Project Manager:Brennan Dooley
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:Brennan Dooley
69 Darlington Avenue
Wilmington,NC 28403
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

Determination of Jurisdiction:
A. ❑ There are waters,including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC§ 1344)and/or Section 10 of the Rivers and Harbors Act(R.HA)(33 USC§403).This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part
331). However,you may request an approved JD,which is an appealable action,by contacting the Corps district for further
instruction, Please note,if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an
approved JD,the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act(RIIA.)(33 USC§403)and Section 404 of the Clean Water Act(CWA)(33 USC§
1344). Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. rj/ There are waters,including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act(CWA)(33 USC§ 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. El The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action.ID:SAW-
Basis For Determination: The project area meets the criteria as described in the 1987 Corps Wetland
Delineation Manual and is adjacent to Cartwheel Branch. The approved jurisdictional determination form is attached.
Remarks: A survey accurately depicting the wetland boundary within the protect area is attached and signed,dated
2/9/17.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water.Act jurisdiction for the particular site
identified in this request, The delineation/determination may not be valid for the wetland conservation provisions of the Food.Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work.
F. Appeals information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process(NAP)fact sheet and request for appeal(RFA)form. If you.request to appeal this determination you.
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele,Review Officer
60 Forsyth Street SW,Room I OM 15
Atlanta,Georgia 30303-8801
Phone:[phone]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331,5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by 4/9/17.

**it is not necessary to submit an RFA form to a Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Ofi`icial: jt...__
Eric Reuscli
Date of JD.; February 9,2017
Expiration Date ofJD: February 9,2022
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 our Customer Satisfaction Survey, located online at
1Ittp:E!covi)srnapu.usace.aimv.mi.1 cm apexJf':p-=i :4:0.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS ANI)PROCESS AND
REQUEST FOR APPEAL
Applicant: Onslow County ABC Board,Ms.Neta File Number:SAW-2016-0.1930 Date:February 9,2017
Grady.,
Attached is: See Section below
—❑_INITIAL PROFFERED PERMIT(Standard Permit or Letter of permission) A
❑ PROFFERED PERMIT(Standard Permit or Letter of permission) B
❑ PERMIT DENIAL C
►/ APPROVED JURISDICTIONAL DETERMINATION D
❑ PRELIMINARY JURISDICTIONAL DETERMINATION
SECTION 1-The following identifies your rights and options regarding an administrative;appeal of the above decision.
Additional information may be found at httpa i s a' xcace.arin}..rr= s 1kcionsd`CivilW orb sillegniator)ProgramendPeemits.avx
or Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request
that the permit be modified accordingly.You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice,or you will.
forfeit your right to appeal the permit in the future. Upon receipt of your letter,the district engineer will evaluate your
objections and.may: (a)modify the permit to address all of your concerns,(b)modify the permit to address some of your
objections,or(c)not modify the permit having determined that the permit should be issued as previously written, After
evaluating your objections,the district engineer will send you a proffered permit for your reconsideration,as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all
rights to appeal the permit,including its terms and conditions,and approved jurisdictional determinations associated with the
permit,
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved ID in its entirety,and waive all rights to appeal the approved JD,
• APPEAL: if you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish,you may request an approved JD(which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 1I-REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION:The appeal is limited to a review of the administrative record,the Corps memorandum for the
record of the appeal conference or meeting,and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However,you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR.QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division,Attn: Mr.Jason Steele,Administrative Appeal Review Officer
Brennan Dooley CESAD-PDO
69 Darlington Avenue U.S.Army Corps of Engineers,South Atlantic Division
Wilmington,NC 28403 60 Forsyth Street,Room 10M15
Atlanta,Georgia 30303-8801
Phone:[phone] .�
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government
consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation,and will have the opportunity to participate in all site investi tons.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn:Brennan Dooley,69 Darlington Avenue,Wilmington,North
Carolina 28403
For Permit denials,Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer,Commander,U.S.Army Engineer Division,South Atlantic,Attn:Mr.Jason Steele,Administrative Appeal
Officer,CESAD-PDO,60 Forsyth Street,Room 101V115,Atlanta,Georgia 30303-8801
Phone:[phone]

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This farm should be completed by following the instructions provided in Section IV of the.I)Form instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):February 9,2017
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Wilmington District, 1071 Corbett Avenue_Onslow County ABC Board,
SAW-20.16-01930
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:North Carolina County/parish/borough:Onslow City: Swansboro
Center coordinates of site(let/long in degree decimal format): Lat.34.699860781_5351°N,Long.-77.1465299041753°W
Universal Transverse Mercator:18 303396.75 3841856.69
Name of nearest waterbody:Cartwheel Branch
Name of nearest Traditional Navigable Water(TN W)into which the aquatic resource flows:White Oak River
Name of watershed or Hydrologic Unit Code(HUC):White Oak River,03020301
i1 Check ifmap/diagram.of review area and/or potential jurisdictional areas is/are available upon request.
❑Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a different
JD form:
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑Office(Desk)Determination. Date:
Field Determination, Date(s):9/27/16
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There;Are no "navigable waters of the U.S."within Rivers and I-Iarbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area.[Required]
❑Waters subject to the ebb and flow of the tide,
❑Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign eonunerce.
Explain:
I3. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are"waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.[Required]
1, Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply):'
0 TN Ws,including territorial seas
C]Wetlands adjacent to TNWs
❑Relatively permanent water,(RPWs)that flow directly or indirectly into TNWs
❑Non-RPWs that flow directly or indirectly into TN Ws
❑Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Cr. Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
❑Impoundments ofjurisdictional waters
❑isolated(interstate or intrastate)waters,including isolated wetlands
b, Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: linear feet, wide,and/or acres.
Wetlands:0.516 acres,
c. Limits(boundaries)of jurisdiction based on:11987Delineation Manual
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
❑Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be.not jurisdictional.
Explain:
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TN Ws
'Boxes checked below shall be supported by completing the appropriate sections in Section Ill below.
2 For purposes of this form,an RPW is defined as a tributary that is not a°I'NW-and that typically flows year-round or has continuous flow at least"seasonally"
(e.g.,typically 3 months).
3 Supporting documentation is presented in Section III.P.

-2-
The agencies will assert jurisdiction over TNW%and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete
Section lII.A.1 and Section III.D.I.only;if the aquatic resource is a wetland adjacent to a TNW,complete Sections III.A.I and 2
and Section I11.D.1.;otherwise,see Section IILB below.
I. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is"adjacent":
13. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWn where the tributaries are"relatively permanent
waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3
months).A wetland that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round
(perennial)flow,skip to Section III.D.2.If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section II1.D.4.
A wetland that is adjacent to but that does not directly abut an I4PW requires a significant nexus evaluation.Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine lithe
waterbody has a significant nexus with a TNW_If the tributary has adjacent wetlands,the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for
analytical purposes,the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,or its adjacent wetlands,or both.lithe JD covers a tributary with adjacent wetlands,complete Section IILB.I for
the tributary,Section II1.B.2 for any onsite wetlands,and Section II1.B.3 for all wetlands adjacent to that tributary,both unite
and albite.The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size:230 acres,
Drainage area:230 acres
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑Tributary flows-directly into TNW.
El Tributary flows through tributaries before entering'i`NW.
Project waters are 1-2 river miles from TNW.
Project waters are 1-2 river miles from RPW.
Project waters are 1-2 aerial(straight)miles front TNW"
Project waters are 1-2 aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:Na
Identify flow route to TNW': The relevant reach for this analysis is the UT to Cartwheel Branch,from.where it
begins north of Highway 24 to Its convergence with Cartwheel Branch(see attached map). The UT flows into
Cartwheel.Branch;which becomes a TNW approximately:0.6 miles downstream from its convergence with the
UT(relevant reach).
Tributary stream order,if known:1st
(h) General.Tributary Characteristics(check all that applyl;
4Note that the Instructional Guidebook contains additional infsrnrtdion regarding ng swales,ditches,washes,and erosional features generally and in the acid
West.
'Flow route can be described by rdentiry+ing,e.g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into TNW,

3 -
Tributary is: ❑Natural
❑Artificial(man-made). Explain:
®Manipulated (man-altered). Explain:The UT has been piped under Norris Road. Aside from
the road crossing the feature appears to be natural.
Tributary properties with respect to top of bank(estimate):
Average width:3-4 feet
Average depth:2-3 feet
Average side slopes:2:1.
Primary tributary substrate composition(check all that apply);
0 Silts ®Sands ❑Concrete
❑Cobbles ❑Gravel El Muck
0 Bedrock El Vegetation. Type/%cover:
0 Other.Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:.relatively stable
Presence of run/riffle/pool complexes. Explain:
Tributary geometry:}Meandering
Tributary gradient(approximate average slope):3%
(c) Flow:
Tributary provides for:Perennial
Estimate average number of flow events in review area/year:20(or greater)
Describe flow regime:Perennial
Other intbrmation on duration and volume:The UT shows up on the USGS Topo as a perennial blue line stream.
The watershed size is approximately 230 acres.
Surface flow is:'Confined. Characteristics:Confined to banks or the UT,
Subsurface flow:Unknown. Explain findings:
❑Dye(or other)test performed:
Tributary has(check all that apply):
❑Bed and banks
►:� OHWM6(check all indicators that apply):
0 clear,natural line impressed on the bank El the presence of litter and debris
O changes in the character of soil 0 destruction of terrestrial vegetation
• shelving ®the presence of wrack line
vegetation matted down,bent,or absent ❑sediment sorting
►ti leaf litter disturbed or washed away 0 scour
0 sediment deposition ❑multiple observed or predicted flow events
►:i water staining ►./ abrupt change in plant community
❑other(list):
❑Discontinuous OI1WM.7 Explain:
If factors other than the O.HWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
❑High Tide Line indicated by: ❑Mean High Water Mark indicated by:
❑oil or scum line along shore objects ❑survey to available datum;
❑fine shell or debris deposits(foreshore) 0 physical markings;
❑physical markings/characteristics 0 vegetation lines/changes in vegetation types.
0 tidal gauges
0 other(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.).
Explain:
Identify specific pollutants,if known;nutrients,pollutants and sediment from surrounding development.
(iv) Biological Characteristics. Channel supports(check all that apply):
Riparian corridor. Characteristics(type,average width):20'
6A natural or man-made discontinuity in the Ol•1WM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows underground,or where
the has been removed by development or agricultural practices). Where there is a break in the OFIWivl that is unrelated to the waterbody's flow
regime(e.g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break.
?ibid.

-4-
0 Wetland fringe. Characteristics:approximately 10 acres of wetlands are directly abutting the relevant reach oldie
UT.
4 Habitat for:
0 Federally Listed species. Explain findings:
®Fish/spawn areas. Explain findings:Based on perennial flow and connection to tidal waters,the relevant reach
provides suitable habitat for fish.
C7 Other environmentally-sensitive species. Explain findings:
®Aquatic/wildlife diversity. Explain findings:Based on perennial flow,abutting riparian wetlands,and connection to
tidal waters,the relevant reach provides suitable habitat for amphibians and birds.
Z. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(I) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.516 acres
Wetland type. Explain:PFO
Wetland quality. Explain:low quality,site has been manipulated
Project wetlands cross or serve as sate boundaries.Explain:No,wetlands are entirely in NC.
(b) General Flan Relationship with Non-TNW:
Flow is:Ephemeral flow.Explain:Observed drainage patterns leaving the site based on aerial imagery.A.culvert
is present and carries flow from the wetland to the relevant reach.
Surface flow is:Discrete and confined
Characteristics:
Subsurface flow:Unknown.. Explain findings;
❑Dye(or other)test performed:
(c) Wetland Adjacency Determination with Non-TNW:
❑Directly abutting
►.�Not directly abutting
Discrete wetland hydrologic connectiinn. i3xplain:The wetland In the review twee leaves the site through a
culvert that flows into a roadside ditch that is partially piped which then flows under Highway 24 into a
UT of Cartwheel Branch,which becomes a TNW(see attached maps).
❑Ecological connection. Explain:
[3 Separated by berm/banier. Explain:
(d) Proximity(Relationship)to TbTW
Project wetlands ate 1-2 river miles from TNW.
Project waters are d_a aerial(straight)miles from TNW.
Flow is from:Wetland to navigable waters'.
Estimate approximate location of wetland as withinthe+100-500-year floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil film on sun face;water quality;general watershed
characteristics;etc.). Explain:The watershed is forested with some commercial and residential development scattered
throughout.Water color is clear.
Identify specific pollutants,if known:
(11i) Biological Characteristics. Wetland supports(check all that apply):
[]Riparian buffer. Characteristics(type,average width):
El Vegetation type/percent cover, Explain:Pious taeda(10%),,Ligustrum sinense(109%)
►e Habitat for:
[1 Federally L Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
❑Other environmentally-sensitive species. Explain findings:
Aquatic/wildlife diversity. Explain findings:Provides habitat for small mammals,amphibians and birds.
3. Characteristics of all wetlands adjacent to the tributary(if any)
All wetland(s)being considered in the cumulative analysis:!;
Approximately 1.1 acres in total are being considered in the cumulative analysis.
For each wetland,specify the following:

-5-
DirectlXabuts?SY/N) Sirc„(iracres) Directly abuts?(YIN) Size(in acres)
N 0.516(onsite)
Y 10(offsite)
Summarize overall biological,chemical and physical functions being performed:According to NWI data there are two
other adjacent wetlands within the watershed of the relevant reach.Wetland is in the flowpath of runoff from
surrounding development. As such these wetlands provide habitat,remove nitrogen through anerobie processes and
provides areas for sediment to collect prior to reaching Cartwheel Branch.
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,and biological integrity
of a TNW. For each(lithe following situations,a significant nexus exists if the tributary,in combination with all of its adjacent
wetlands,has more than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the flow
of water in the tributary and its proximity to a TNW,and the functions performed by the tributary and all its adjacent
wetlands, It is not appropriate to determine significant nexus based solely on any specific threshold of distance(e.g.between a
tributary and its adjacent wetland or between a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TISTW,as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook.Factors to consider include,for example;
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to
TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and
other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
▪ Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or
biological integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below,based on the tributary itself,then go to Section IILD:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of
presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then
go to Section.IILD:
The tributary(relevant reach)in combination with the onsite wetland and the similarly situated wetlands are collectively
performing functions consistent with the following:Biological:The tributary and its adjacent wetlands are essential in providing
organic carbon and nutrients in the form of their collective primary productivity to downstream waters,resulting in the nourishment
of downstream foodwebs. Chemical:The tributary and its wetlands arc providing important collective functions of removal of
excess nutrients which are contributed by runoff from surrounding uplands,reducing nitrogen and phosphorus loading downstream
and effectively preventing oxygen depletion.Physical:The tributary and its wetlands are performing flow maintenance functions,
including retaining runoff inflow and storing rain water temporarily.Flow maintenance results in the reduction of downstream peak
flows,helping to maintain seasonal flow volumes.The tributary and its wetlands have the capacity to carry pollutants and flood
waters to the TNW.Based on the collective functions described above and their importance to the biological,chemical and physical
integrity of the TNW(Cartwheel Branch),it has been determined that there is.a significant nexus between the ensile wetland,the
tributary(relevant reach)and its similarly situated wetlands and the downstream TNW.
D, DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Cheek all that apply and provide size estimates in review area:
❑TNWs: linear feet, wide;Or acres.

_ -
• Wetlands adjacent to TNWs: acres.
3. RPWs that flow directly or indirectly into TNWs.
❑Tributaries of TNWs where tributaries typically flow year-round are jurisdictional,Provide data and rationale indicating that
tributary is perennial:
❑Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑Tributary waters: linear feet wide.
O Other non-wetland waters: acres.
Identify type(s)of waters:
3. Non-RPWs"that flow directly or indirectly into TNWs.
❑Waterbody that is not a TNW or an RPW,but flows directly or indirectly into aTNW,and it has a significant nexus with
.TNW is jurisdictional.Data supporting this conclusion is provided at Section 1I1.C,
Provide estimates for jurisdictional waters within the review area(check all that apply):
❑Tributary waters: linear feet, wide.
❑Other non-wetland waters: acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flew dirucfly or indirectly into TNWs.
❑Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
❑Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that
tributary is perennial in Section I1I.D.2,above.Provide rationale indicating that wetland is directly abutting an RPW:
rl Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale in Section IIT.D.2,above.Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly Into TNWs.
r;(Wetlands that do not directly abut an.RPW,but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands,have a significant nexus with a IN W are jurisidictional.Data supporting this
conclusion is provided at Section IlT.C.
Provide acreage estimates fir jurisdictional wetlands in the review area:0.516 acres:
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
❑Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this
conclusion is provided at Section llI.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
Q Demonstrate that impoundment was created from"waters of the U.S.,"or
d Demonstrate that water meets the criteria for one of the categories presented above(1-6),or
❑Demonstrate that water is isolated with a nexus to commerce(see Ii below).
E. ISOLATED[INTERSTATE OR INTRA-STATE]WATERS,INCLUiDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY
SUCH WATERS(CltsCK ALL THAT APPLY):'°
❑which are or could be used by interstate or foreign travelers for recreational or other purposes.
CSee Footnote ti 3.
9 To complete the analysis refer to the key in Section 1l1.D.6 of the Instructional Guidebook.
19 Prior to asserting or declining CWA Jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA IIQ for
review consistent with the process described in the Corps/EPA,Memorantfron Regarding CWA Act Jurisdiction Fallowing Rapartos.

7
❑from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑which are or could he used for industrial purposes by industries in interstate commerce.
❑Interstate isolated tvaters. Explain:
❑Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑Tributary waters: linear feet, wide.
❑Other non-wetland waters: acres.
Identify type(s)of waters:
❑Wetlands: acres,
F. NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
❑If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
❑Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑Prior to the Jan 2001 Supreme Court decision in"SW..4NCC,"the review atea would have been regulated based solely on the
"Migratory Bird Rule"(MBR)
❑Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
[]Other:(explain,if not covered above):
Provide acreage estimates far non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the MBR
factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using best professional
audgnient(check all that apply):
]Non-wetland waters(i.e.,rivers,streams): linear feet, wide.
❑Lakes/ponds: acres.
❑Other non-wetland waters; acres.List type of aquatic resource:
❑Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,where such
a finding is required for jurisdiction(cheek all that apply):
Q Non-wetland waters(i.e.,rivers,streams): linear feet, wide.
❑Lakes/ponds: acres.
❑Other non-wetland waters: acres. List type of aquatic resource:
❑Wetlands: acres.
SECTION IV: DATA SOURCES,
A. SUPPORTING DATA. Data reviewed for JD(check all that apply—checked items shall be included in ease file and,where checked
and requested,appropriately.reference sources below):
® Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant:
►:/ Data sheets prepared/submitted by or on behalf of the applicant/consultant
�+1 Office concurs with data sheets/delineation report.
El Office does not concur with data sheets/delineation report.
Q Data sheets prepared by the Corps:
❑ Corps navigable waters'study:
❑ U.S.Geological Survey Hydrologic Atlas:
❑USGS NI-rD data.
❑USGS 8 and 12 digit IHUC maps.
• U.S,Geological Survey map(s).Cite scale&quad name:L:24K;NC-HUBERT
►Xl USDA Natural Resources Conservation Service Soil Survey.Citation:NRCS Soil Survey
❑ National wetlands inventory map(s). Cite name:
❑ State/I..ocal wetland inventory map(s):
El PEMA/FIRM maps;
❑ 100-year Floodplain.Elevation is: (National Geodectic Vertical Datum of 1929)
►�1 Photographs: _A. (Name&Date):I998 NAPP and 2012 NC ONE Map
or 0 Other(Name&Date):
D Previous determination(s). File no.and date of response letter:
❑ Applicable/supporting case law:
❑ Applicable/supporting scientific literature:
❑ Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

•
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Weaver, Cameron
From: Mark Arcuri <[e-mail]>
Sent: Wednesday,April 19, 2017 3:23 PM
To: Mairs, Robb L
Cc: Weaver, Cameron; Gregson,Jim; Philip Humphrey; Charles Riggs; Hall, Christine
Subject: RE: Express request Swansboro ABC Store
Attachments: Request for Express.pdf; SHWT Report small.pdf; Site Plan with vicinity map.pdf; Storm
Narrative.pdf; Corps NW39 Permit.pdf; Surface Water Classification Exhibit.pdf
Robb, can you please visit and determine the information Christine is requesting? Let me know what you need from me
to do this. I am sorry this has now fallen on your lap, but I ask for your help as soon as possible because we continue to
be in a holding pattern until we know what regulation to which we are designing. Call my cell if you need to chat. 910-
297-0306. I have it with me all the time and will pick up unless I'm on another call. Thank you.
Mark T. Arcuri, PE
!
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
wilm:n',tt:,i 'a ' h Ctr, +
F
i., =r:�.•`..l.2�_:!Ex!
marcuriacttenaineerina.com
www.cttenaineerina.com
CONFIDENTIALITY NOTE:Tht.!information tr n.:rr::tt,.d. r.l any :,,,,with th c':i : I i:=i of th_^:• an c .'r y tr is.:'. .... :d y r9 r•;
contain confidontial and/or priviiog•.,cy material.Fryc.aare not tareintenckti roc.',.•:,rtofthi:me ..;;:,r•zortheindi.•ival resppnsibl `::cier:.=r:rr ih,-.r•:nail toth•.int.rrled
n :ipi,n"_,yc r ar:•I.reby not":'•c-d that any u::,r•_ i:;.:v,retrznsmi_.ion,din;: :. • .�n,distri;;.:4ian,r K.clucYi..n,c;:;.;ii r-:,ny c;etio r t r.•.n e:r it c e.r:,r.•f it.
attachments in mliancc urn this me'sag4,`>str::Aly pmhil••ted.If your:cc-:^d tt,'; _:.,it in -ror,p: im:ned at ;y cr•atr t ;,e r or,rd" t; n.-ri!
penn>;non ly delete the original a-m,-ail e;nd all attachmen'a from'our computer or c oinputer system..1ny•iews expressed in tl.i. messz:.!_.are the: r the it ti i 1u:I
:tdvr and may not nrcessari:y roflcet ih vie •c of the comp;n;.
From: Hall, Christine [mailto:[e-mail]]
Sent: Wednesday, April 19, 2017 3:01 PM
To: Mark Arcuri <[e-mail]>
Cc:Weaver, Cameron<[e-mail]>; Mairs, Robb L<[e-mail]>;Gregson,Jim
<[e-mail]>; Philip Humphrey<[e-mail]>; Charles Riggs
<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Mark,
It looks like you are basing the call on the NC Surface Water Classifications map. Unfortunately,this map does not
provide an accurate representation of the source of the surface waters. It is a great tool to identify if additional
attention is needed to determine if the site may be subject to the SA water requirements.
Being that Cartwheel Branch is considered to be SA from the source to the receiving waters,the actual source needs to
be confirmed by DWR. Robb's original e-mail and determination was based on Halls Creek. After talking again with
Robb and Jim about the new receiving waters, it was agreed that the source of Cartwheel Branch needs to be field
verified to confirm whether or not this site is within the'/2 mi of and draining to SA waters. Please work with Robb to
confirm the location of the source.
Christine
1

Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall C ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Frnail core '"tf:...:, . v ..r:L'tram this address is suiliert,.c i thr.i
North l ct.._.. .._, '1.'.,1:;. ._ ,. ..'ram Law and may Le dischx.ied to third parties.
From: Mark Arcuri [mailto:[e-mail]]
Sent: Wednesday, April 19, 2017 1:03 PM
To: Hall, Christine<Christine.Hallpncdenr.gov>
Cc:Weaver, Cameron <[e-mail]>; Mairs, Robb L<[e-mail]> Philip Humphrey
<pgharchitecture@gmaihcom>; Charles Riggs<CharlesRi s riggslandnc.com>
Subject: RE: Express request Swansboro ABC Store
Attached is corrected form. Thank you.
Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Ci1 r
C:. rU. . .,.. ... ,f•.'!;17,1('2
..r•c;
Ext 120
[e-mail]
'.:www.cttengineerinq.com
l
CJP IL :T.IALITY Nai,_: the i c r is i tram 1:11..1 a 11 any i;+'es with thr mail in into 1d 1 i+•lyfr• the r:. e:th pi-rr.on or entity to which it is addressed_,nd may
r ont•::r canfidenti l an:' or I..r.; ed m t . 1I.ft' 1u not the int nde.i r•_ciprer.;of t(,. m, ,:,F;.'or die indiviwi I r�•spor... ble for deliverir.g the a-.inil to the intended
ciUi�a',;i..r ar: lnrr k, natfied:aai:rry us r .i;::,r_trrr. mis ion,d:;-i_.min tion,di.trihrdion,r.;?:c:::rr Lion,coF.;iar or any action t1k.cn on:his;avail or any of its
.tt[:.•t_�1:'-it.:.�in rei:::iice UKk'1 ti.it5 I.:•-s r1ne is:7.rICti:'r:o;iih•"ed.if you reeeivcd this a-.Dail in error, imrr•:.disie:y cant-c`the sender or entity by e-rr.-ril and
n .men ntl;d_iote ui%.a igin.l -rn ;:e.d II.it :;hr1,.ri: frcm your computer c,cc-.n>uter_y5t1n1.Any vi•.:- pr•. ;_d in this mes ige ere tnoee of the individual
:r_:.i"�mc.y not ne..:sn rily r; ±.:li the vie ms,of
From: Mark Arcuri
Sent: Wednesday, April 19, 2017 12:52 PM
To: Hall, Christine<Christine.Hall pcdenr.gov>
Cc:Weaver, Cameron <[e-mail]>; Mairs, Robb L<robb.mairs@ncde -- Philip Humphrey
<[e-mail]>; Charles Riggs<[e-mail]>
Subject: Re: Express request Swansboro ABC Store
It's greater than half mile.
Yes the wet pond is per the required rule.
2

Thank you.
Mark Arcuri, PE
910-297-3036 (mb)
On Apr 19, 2017, at 12:27 PM, Hall, Christine<Christine.Hall_ncdengov>wrote:
Mark,
Thanks for the revised package but it still looks like there is conflicting information on if this site is within% mi of and
draining to SA waters. The Express requests says it is within % mi of and draining to SA waters but Section 2.a of the
narrative says its greater than % mi. Can you please confirm which is correct?
Also, if this site is within in % mi of and draining to SA waters, can you confirm that the wet detention pond has been
designed in accordance with 15A NCAC 02H.1019(7)(c)?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
<image012.png>
Email 0.01.1f5ponrience to and from this k 'ss is 5•Lq*C-A. the
Nonfr Carolina Public i ern,.ds 1 iw Pno.may':';3 r/ (:'i:st7.4 tr3 third parties.
From: Mark Arcuri [mailto:marcuri. ctten ig neering com]
Sent:Tuesday, April 11, 2017 5:17 PM
To: Weaver,Cameron<[e-mail]>; Hall, Christine <[e-mail] y>; Mairs, Robb L
<robb.mairs_@ncdeni_gov>
Cc: Philip Humphrey<[e-mail]>; Charles Riggs<Charlesj gs slandnc.com>
Subject: RE: Express request Swansboro ABC Store
Cameron,Christine, and Robb,
Attached again is the revised package per your request. Please let us know what the earliest possible review date
is. Thank you.
Mark T. Arcuri, PE/
CRISER TROUTMAN TANNER CONSULTING ENGiNEERS
:34:
F.f 5 •''�}C.
.
'
marcuriectteneineerinq.com
www.cttenaineerinq.com
<image013.jpg> <image014.jpg>
3

COt•li II al NI IAI I IV NO I L:The information tr;lnsinitteil rind anv hies.with this ea-m;;il is int.r,d_d solely for the us s of Hie person or ent:�; to vg.:ch it is addressed awl m,y
contact or nilliirr:ntial and/or privileged material.It you ales not the intended n cipient of this message or the individual responsible for ,:r toe e-mail to the interirmed
rOclplhnit,you are heiehy notrlk:d that any Ilse.n-view,retralnsllussion,dissemination,distribution,reproduction,copying ni any actb3n to on on Uii email of any of its
:attachments in reliance upon this message Is staidly prohibited.It you received this,-ntsa in crier,please,Immo'hatuly contact the_�, itb r or i:ru.ly by email and
prsl niair•rally delete the original e•rn.1il and all attachments from your rumuput_:r or rclnputet'system.Any views expressed in this nressag• :.rr•_.tho:_u of tit)individual
slot and may not nccess,fily reflect Ifie views of the company.
From: Mark Arcuri
Sent:Thursday, April 06, 2017 12:51 PM
To: 'Weaver, Cameron' <[e-mail]>; Hall, Christine<[e-mail]>; Mairs, Robb L
<[e-mail]>
Cc: Philip Humphrey<[e-mail]>; Charles Riggs<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Cameron, Christine, and Robb,
Attached is a revised package per your request. Please let us know what the earliest possible review date is. Thank you.
Mark T. Arcuri, PE
I-u-.^.tM ;f
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
n..1rtOrr •+`.a
. .:r 1`
• ..:;;:marcuri©cttengineetinq.com
www.cttengineerinq.com
<image015.jpg> <image016.jpg>
CC JFDE::TIALIIY NOTE:The info matian trarwymitted Giii any fi:•s_v,th th;.;C mail i_irrt r.ae<J ,::ir:h for the use of th• person or rtatity to which it is addressed and moo
c tf,r1 o,.tfi:i ..ti:a andjor pew i ;;;a m.•'teriel.If you.r_not ul fnh td •i I r I of this mes24e or the irdividu::I resporr_ii,;r for d_livecring the e maf to th•: int•rr.ia1
rz -'t y o a ar_iiereay notified that.:.w usee,review,r`tra:`:irti •'rat,disc:rnil ..tiol:,C i_,tribar;.Fcsi.r+.prcduction,copying or anyectirm token on this email or any of its
stt-: in rel onc.., rncc: s strietly pre;aibitnd.If yo:a :mail:n error,pfn ose:imrmidtatety corr,ac;t the s ndi:.r or entity by e-ns:l and
the orL;;nal c i.:•il.:td t.ri,tt.ahltar nfs from your uompos e or coniputur sy:ae,a.a.r eeyy e:•aa;ess,•:d in this rate:sago are those of;h.:.Indl irt;aaa
r: ,y riot r .::.; arily r ;lr.a th• rie.a_.;of the company.
From: Weaver, Cameron [maalto:cameron.vveaverpncdenr.gpv]
Sent:Tuesday, April 04, 2017 4:17 PM
To: Mark Arcuri <marcuri@;ttengineering.com>; Hall, Christine <Christine.Hall@ncdenr,f2v>; Mairs, Robb L
<ron'1.mairsl?flcdenr.gav>
Cc: Philip Humphrey<[e-mail]>; Charles Riggs <CharlesRiggs@ri?gslandnc.com>
Subject: RE: Express request Swansboro ABC Store
Hi Mark.
The USACE approved wetlands delineation you provided with your request lists Cartwheel Branch as the nearest
Receiving stream.
Cameron
Cameron Weaver
Environmental Assistance Coordinator-Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext.
Wilmington, NC 2.8405
910-796-7303
4

NCDEQ NEW WEBSITE: http://deq.nc.gov/
DEACS NEW WEBSITE: http://deq.nc.gov/about/divisions/environmental-assistance-customer-service
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Mark Arcuri [mailto:[e-mail]]
Sent:Tuesday,April 04, 2017 4:09 PM
To: Hall, Christine<Christine.Halll2ncdenrgov,>; Mairs, Robb L<[e-mail]>
Cc:Weaver,Cameron<[e-mail]>; Philip Humphrey<pgharchitecture(a�gmail.co+n>; Charles Riggs
<CharlesRiggspciggslandnc,com>
Subject: RE: Express request Swansboro ABC Store
Christine,where did you see Cartwheel Branch? I think I am showing Halls Creek on my docs. Let me know. Thanks.
From: Hall, Christine [mailto:ChristineNalIC«?ncdenr.-gov]
Sent:Tuesday,April 04, 2017 1:56 PM
To: Mark Arcuri <[e-mail]>; Mairs, Robb L<robb.mairs ncdenr.gov>
Cc:Weaver, Cameron<cameron.weaver ncdenr.ggv>
Subject: Re: Express request Swansboro ABC Store
Mark,
The express request you submitted listed the receiving stream as Cartwheel Branch. The documentation you
sent to DWR shows the receiving stream as Halls Creek. Can you explain the difference?
Thanks.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
<image017.jpg>
f_mz—fil rr{<:poncJ; .to nd iwtql flair i dd subject a� ., ��sra6 ec+ to the
Car t.. iii. Pi,JljE'.(qa.y.i'tI.`,.i Law and Cnt;(,'QiC'' _:1,. ,lo:'.,;•;.7 r'a third f]r7fl'e a.
From: Mark Arcuri <marcuri ctte�n ineerin .com>
Sent:Tuesday, April 4,2017 9:44:23 AM
To: Mairs, Robb L
Cc: Hall, Christine; Weaver, Cameron
Subject: Re: Express request Swansboro ABC Store
Thank you Robb.
Mark Arcuri, PE
910-297-3036 (mb)
5

On Apr 4, 2017, at 9:41 AM, Mairs, Robb L<robb.mairsPncdenr.gov>wrote:
Hey Mark,
Jim Gregson and I reviewed our maps and concur with your determination that the project site is greater than 0.5 miles
, from SA waters.
Thanks,
Robb
Robb Mairs
Environmental Senior Specialist
Division of Water Resources
North Carolina Department of Environmental Quality
910 796.7427 office
robb.mairs c, r ncdenr_goy
127 Cardinal Drive Extension
Wilmington, NC 28405
<image001.png>
Eurafl oorrespond&rico to czni.. lino? r I'!:' r., .. su jf r`•t i the`Joni!?Gard:, .Public; ..`l ✓r L. .. .1 r;.:✓f glicclosed to third parties.
From: Mark Arcuri [mailto:[e-mail]]
Sent: Monday, April 03, 2017 3:52 PM
To: Mairs, Robb L<robb.mairsPncdenr.gov>
Cc: Hall, Christine <[e-mail]>; Weaver, Cameron <cameron.weaver(et?ncdenr.gov>
Subject: RE: Express request Swansboro ABC Store
Hey Robb, attached is exhibit for you per Cameron request. Let me know. Thanks.
Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
i'tr•... .i`:.!'u.• ,Sr,; _102
[e-mail]
• .y.www.cttengineerina.com
<image002.jpg> <image005.jpg>
CON', ;:NTIAI..ITY NOTE:Tr::information y • is-:h thi _.r l i•inthr..fcd of•[y•`ar i:. r.:.ut the p-•rson or a,++ i.ity to w n it is aaarece._d,,nd may
co.t s,n coi.fid, rt':;I�rr.1/ur,ricile., r.;.,terial.If you arc not t;..., the it Jr-tl r -i or:;ibl for c'eli+:cring tho.;-mail to the int ndE.:1
rc::;:: •r.', arc:Y.:.•.;b nit:::d:h..:`cn;+ rr:transmiu:on, di:_tribution,r..producticn,ccpyir. ar':7ny_x:'ir_n r taa'•:.n on thin email or:ary c.its
t tt l ,',rite in r.Ir a upon thi,,re. to i ;tr tly pr .iit. ,i If r.c -.d this e-mail in mrror,ple:.:_"•imrnec Ay cc ntet to-:ender or entity by e-mail and
tt -orr.,°a..,l e-mr it ad...I,tt_,u.,.r tt fr.in '•.rr c Jrnp•:•:c or cornpute syt•"m-Any 1. .+. _ pn ._:.d r.r thiA me:ss£;ga err.thos'o of the individual
s•.ndr r and r..c..,: :_;rily r,fL•;a.t!7_:v6ws of
6

From: Weaver, Cameron [mailto:[e-mail]]
Sent: Monday, April 03, 2017 3:02 PM
To: Mark Arcuri <marcuriecttengineering.com>; Hall, Christine <Christine.Hal ncdenr•eov>
Cc: Mairs, Robb L<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Hi Mark.
You are very close to SA waters based on your stated distance and should get confirmation from Robb Mairs at DWR in
this office that your project is outside of the area with stricter requirements. You should provide him a scaled map
showing the closest point of the project area to the waters that are classified as SA, and that includes unnamed
tribs. I've copied him on this email, and he can be reached directly at 910-796-7427 or [e-mail]
Let us know of any issues.
Cameron
Cameron Weaver
Environmental Assistance Coordinator-Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7303
NCDEQ NEW WEBSITE: htto://deo.nc.gov/
DEACS NEW WEBSITE: http://deo.nc.gov/about/divisions/environmental-assistance-customer-service
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Mark Arcuri [mailto:[e-mail]]
Sent: Monday, April 03, 2017 2:39 PM
To: Hall, Christine<[e-mail]>
Cc: Weaver,Cameron<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Christine,
The project border is about 0.6 miles from SA waters.
This project has no prior authorizations that I know of. Unless we have a choice, I was assuming that we are applying
under current rules.
Thank you!
Mark T. Arcuri, PE
•t' . , _ IEr;
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
s.'Ittirt:p:r
2 C'? rtr c`ri . 4,`' [1u2
Cry: F�:;.,n' ,+ot7;.i, �;�
�s':Irnirin?or�.h�:fi8dt;:
n .21'. 9'i'. ?i.)f_it 120
7

itlOiu.'•I NOG
l aa:rit [e-mail]
,.•I: www.cttengineering.com
<image008.jpg> <image009.jpg>
t:oNi itS^.I Il l by Iv(llf I lie information tr.tarn a sal any ides loth thi t. m,ul is udanded•.:.+ r the use of the permit at entity to which it is addre i 1 and m:y
001.11e1111 k:oaindonti..)I dud.el Ili ivdegt•.d ntattirkti.If;mi are not the Intended recipient of this nlcss.1_:(..the individual responsible fur delivering the u m..il to tile int tidy d
r>(;il d,rnt y ii ate heielil ruitil led that any U.J,f(.YIt:rv.rStriai isii115;IoIi.dis`,l:niiii(1t1Un•itiStilhUtk n,rept i`du,tion.copying or any action taken on this email or any ut its
ttaiaun'nls 111 is .rn;tly )u llibited.it you received this r,mail lit.irroi,pk rse immediately contract the senile'ui entity by e-rilail,-;nd
p.nieirsrt tly d:.. iIit,original o iri.ad i.:st' chnm•..nts from your computer iii computer Any views expressed in this message are those of the
-tidal rind ni.y r '.t necessarily r•Ilr._t.'. ;>_c_mpany.
From: Hall, Christine [mailto:[e-mail]]
Sent: Monday, April 03, 2017 12:07 PM
To: Mark Arcuri <marcuri(a?cttengtneering com>
Cc: Weaver, Cameron <[e-mail]>
Subject: Express request Swansboro ABC Store
Mark,
Your narrative discusses this project draining to SA waters. Is it located within % mi of those receiving waters?
Also, which set of rules is this project attempting to apply under? The 2017 rules? Or does it have prior authorization
per 15A NCAC 02H.1001(5) effective January 1, 2017?
I will be out of the office starting tomorrow for vacation. If you could respond today, we will try to get this worked out
before I go. If not, it will likely have to wait until I get back on the 17tn
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall O)ncrl
127 Cardinal Drive Ext.
Wilmington, NC 28405
<image001.png>
I ,.:,ithiCeSS l:, .5obi'G: f.o the
. . i-.,, ,....C.r rn. ,,5 e scaosed to th(rr p9.(tieg.
8

Hall, Christine
From: Hall, Christine
Sent: Wednesday,April 19, 2017 3:01 PM
To: 'Mark Arcuri'
Cc: Weaver, Cameron; Mairs, Robb L; Gregson,Jim; Philip Humphrey; Charles Riggs
Subject: RE: Express request Swansboro ABC Store
Mark,
It looks like you are basing the call on the NC Surface Water Classifications map. Unfortunately,this map does not
provide an accurate representation of the source of the surface waters. It is a great tool to identify if additional
attention is needed to determine if the site may be subject to the SA water requirements.
Being that Cartwheel Branch is considered to be SA from the source to the receiving waters,the actual source needs to
be confirmed by DWR. Robb's original e-mail and determination was based on Halls Creek. After talking again with
Robb and Jim about the new receiving waters, it was agreed that the source of Cartwheel Branch needs to be field
verified to confirm whether or not this site is within the 1/2 mi of and draining to SA waters. Please work with Robb to
confirm the location of the source.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
0M
t,xa
knfhinsi Compares - .-
Ere cv,rms. onflence to and from this address is sub ct to the
!*> ii Carolina Public Records Low and may be dlsulosed io third panies.
From: Mark Arcuri [mailto:[e-mail]]
Sent:Wednesday,April 19, 2017 1:03 PM
To: Hall,Christine<[e-mail]>
Cc:Weaver,Cameron<[e-mail]>; Mairs, Robb L<[e-mail]>; Philip Humphrey
<[e-mail]>; Charles Riggs<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Attached is corrected form. Thank you.
Mark T.Arcuri, PE
Piilec.i: e,:ii;a i Civil F_3i airy,±tr
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
1

Vt'Iinurlcrton R«:•?gh Charlotte.
3804)Peach/rec.,.v::•nue•.Suite: 10_
Wilmington.NC 28403
p 910 ao-.2f'2 Lxt 120
in 91(1 297.30C
email marcurincttengineerinq.com
web www.cttengineering.com
CONFIDENTIALITY NOTE: '.:rformition transmitted and m'; • .. a t,'•:...-rr it is intended solely for the ..n h::;i 1: •m ,'
contain confide it l and/or privileged material.It you arc r ..tic..'a ..' r•• -.rl'.of this message or the rndp... ; .' r.. r : c. _.r..: .1
I cIplf:'nt.yc aF_t'cmc•by I.)t:,t Ci that any use.N'view., .1,di : tion.distribution.reproduce.1,C')L'; r,.•• ".{,' 1 t:. c;::.i a :.: .':.t ` r -
,ttachments in ur.::1 this message is strictly rvc'.:it 'r;Cf i'„9Ie c-Illall In error.pl_'ase IrnFk:' cont'':`t:.•,. .... t Il.
permaner.,: do•`T cic oil!.inal e-mail and all attachrn•:••nts fr.,n it r,, •• :-comput..er system.Any v:;'u al.•••••_ri in;,1. I. . . _
s•:ndc.r and m. rI•. r. >-s:r:•.riiy reilc.c.;;t i ie1 vi•wrs a tl::cu 1:•.I'1,'.
From: Mark Arcuri
Sent: Wednesday, April 19, 2017 12:52 PM
To: Hall, Christine<[e-mail]>
Cc:Weaver, Cameron <cameron.weaver•lancdenr gov>; Mairs, Robb L<robb.rr a'rs a ncdenr. ov>; Philip Humphrey
<pgharchitectu€[e-mail]>;Charles Riggs<[e-mail].>
Subject: Re: Express request Swansboro ABC Store
It's greater than half mile.
Yes the wet pond is per the required rule.
Thank you.
Mark Arcuri, PE
910-297-3036 (mb)
On Apr 19, 2017,at 12:27 PM, Hall, Christine<[e-mail].- wrote:
Mark,
Thanks for the revised package but it still looks like there is conflicting information on if this site is within 'A mi of and
draining to SA waters. The Express requests says it is within% mi of and draining to SA waters but Section 2.a of the
narrative says its greater than % mi. Can you please confirm which is correct?
Also, if this site is within in% mi of and draining to SA waters, can you confirm that the wet detention pond has been
designed in accordance with 15A NCAC 02H.1019(7)(c)?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.halICa ncdenr.Qov
127 Cardinal Drive Ext.
Wilmington, NC 28405
<image012.png>
Email correspondence to and from this ac:2r css is subject to the
North Carolina Public Records Law and may be disclosed to third patties.
2

From: Mark Arcuri [mailto:marcuriOcttengineering.com]
Sent:Tuesday,April 11,2017 5:17 PM
To: Weaver,Cameron<[e-mail]>; Hall,Christine <[e-mail]>; Mairs, Robb L
<[e-mail]>
Cc: Philip Humphrey<[e-mail]>; Charles Riggs<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Cameron,Christine,and Robb,
Attached again is the revised package per your request. Please let us know what the earliest possible review date
is. Thank you.
Mark T.Arcuri, PE
P;-•or
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
•- ;33
T:.xt'121
,•'•
: marcuritcttenaineerina.com
www.attenaineering.com
<image013.jpg> <image014.jpg>
CUL.'0ENTIALrry NOTE:The information transnlited and any iks is ir.11,1d r•1:• to •.•• ;.•!d:•....;sed
cont,;;;cow:dental and/or privR,•:gtsd rrnterial.If you are not thc int 7nric:d cf th:•c; cr foc c,mail to
rec;p•vit,you hereby notified that any use.reyk,,i,',retranr,ni diss0....1-nr:t0jon, :i, 1:nv octon tnis ero,;:!or any of
re;ianc;:,t:.-91;this me,sag,e i.!strictly prol!;bite.d.If}c.i o.cjd this....mail in 0.'for.p;,••• •• • tht• i:r c-rr.,1;
..1r..-•rnti•ide!ete the original frail::•nd •;.3nr ec•nput• Cr s„.;-..ern,/sly . •; in !iV, 0 t! • • •;!
n••.-Nder and may net refliottite viey. of tilt,:er.-,mpany.
From: Mark Arcuri
Sent:Thursday, April 06,2017 12:51 PM
To: 'Weaver,Cameron'<[e-mail]>; Hall,Christine<[e-mail]>; Mairs, Robb L
<[e-mail]>
Cc: Philip Humphrey<[e-mail]>; Charles Riggs<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Cameron,Christine, and Robb,
Attached is a revised package per your request. Please let us know what the earliest possible review date is. Thank you.
Mark T.Arcuri, PE
r-enager I Civil Engineer
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
• •Hr Ralt;;-.7h Ch.
i•xr Stitr,10?
NC 284 I":3
Ext 12.0
1:1 i•:•11-1,:",..,!7%.;.;;33;1;
0•':marcuricttengineerina.com
www.cttengineerino.com
timage015.jpg> <image016.jpg>
CONflDENTIALITY NOTE:The information transmitted and i.thy lies with this e-mail is intended solely for thE use of the person or entity to which it is addressed and may
contai:i confidential and'ei-priviieged mat•;,;ia If you are net the intentleid recipient of this message or tie indk•iduel responsible for delivE•ririg eli to the intended
rucipi.:;nt,you a:e hereby notite1 that any use,review,retransmission,dissemination.distilbutio!i,reproduction,copying Cr any action t .en on this eire CO any or its
attn7;hments ill reliance upon this messuc.,,a is strictly proW;oitd.If you received this E-mail in error. imm=:•:diet, y contact the sender of entity by e-mail and
p•,-..rroanently delete the original;1-m.-•A t,nd attut!-;in•nts from your compti:.or or corrouter system.Ar:y ploesei in this toessagir are thos;:of the
se.,nclN and may not nc,0: ily r k.ttl. •.:t•i13 of the ccinpany.
3

From:Weaver, Cameron [mailto:[e-mail]]
Sent:Tuesday,April 04, 2017 4:17 PM
To: Mark Arcuri <[e-mail]>; Hall, Christine<[e-mail]>; Mairs, Robb L
<[e-mail]>
Cc: Philip Humphrey<[e-mail]>; Charles Riggs<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Hi Mark.
The USACE approved wetlands delineation you provided with your request lists Cartwheel Branch as the nearest
Receiving stream.
Cameron
Cameron Weaver
Environmental Assistance Coordinator-Wilmington regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7303
NCDEQ NFW WEBSITE: http://deq.nc.gov/
DEACS NEW WEBSITE: http://deq.nc.gov/about/divisions/environmental-assistance-customer-service
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Mark Arcuri [mailto:[e-mail]]
Sent:Tuesday, April 04, 2017 4:09 PM
To: Hall,Christine<[e-mail]>; Mairs, Robb L<[e-mail]>
Cc:Weaver, Cameron<[e-mail]>; Philip Humphrey<[e-mail]>; Charles Riggs
<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Christine, where did you see Cartwheel Branch? I think I am showing Halls Creek on my docs. Let me know. Thanks.
From: Hall, Christine [mailto:[e-mail]]
Sent:Tuesday,April 04, 2017 1:56 PM
To: Mark Arcuri <[e-mail]>; Mairs, Robb L<[e-mail]>
Cc:Weaver, Cameron <[e-mail]>
Subject: Re: Express request Swansboro ABC Store
Mark,
The express request you submitted listed the receiving stream as Cartwheel Branch. The documentation you
sent to DWR shows the receiving stream as Halls Creek. Can you explain the difference?
Thanks.
Christine Hall
Environmental Engineer
4

Hall, Christine
From: Hall, Christine
Sent: Wednesday,April 19, 2017 12:28 PM
To: 'Mark Arcuri;Weaver, Cameron; Mairs, Robb L
Cc: Philip Humphrey; Charles Riggs
Subject: RE: Express request Swansboro ABC Store
Mark,
Thanks for the revised package but it still looks like there is conflicting information on if this site is within 1/2 mi of and
draining to SA waters. The Express requests says it is within % mi of and draining to SA waters but Section 2.a of the
narrative says its greater than% mi. Can you please confirm which is correct?
Also, if this site is within in% mi of and draining to SA waters, can you confirm that the wet detention pond has been
designed in accordance with 15A NCAC 02H.1019(7)(c)?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
ch [e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
'""-Nothing Com oc s •
Email corresporgiehe to and;>am this adc rep s is subject tc the
North Carolina Pui c Rec0 ds Law and be disclosed tc third .;;lies.
From: Mark Arcuri [mailto:[e-mail]]
Sent:Tuesday,April 11, 2017 5:17 PM
To:Weaver, Cameron<[e-mail]>; Hall, Christine <[e-mail]>; Mairs, Robb L
<[e-mail]>
Cc: Philip Humphrey<[e-mail]>; Charles Riggs<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Cameron,Christine, and Robb,
Attached again is the revised package per your request. Please let us know what the earliest possible review date
is. Thank you.
Mark T.Arcuri, PE
Frc';.;t'_+.:r, ner1CisisErcvn2er
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
l'=::rngton P,.k igh Ch.:r:.1e
1

For DEO Use ONLY
Reviewer: _
North Carolina Department of Environmental Quality Submit:
Request for Express Permit Review
Time:
Confirm
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
Asheville Region-Alison Davidson 828-296-4698;[e-mail] Provided Existing Permits
• rol t ;;iA this Proi _t
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david,leet ncdenr.gov
• Mooresville or Winston Salem-Marcia Allocco 704-235-2107;marcia.a!occo(d ncdenr gov
• Washington Region-Lyn Hardison 252-948-3842 or lvn.hardisonOncdenr.gov S''
• Wilmington Region-Cameron Weaver 910-796-7303 or cameron.weavertn).ncdenr.pov
;:?DES
NOTE:Project application received after 12 noon will be stamped in the following work day. ``'°DES
Project Name:SWANSBORO ABC LIQUOR STORE County:ONSLOW • —�
Applicant: NETA GRADY Company:ONSLOW COUNTY ABC BOARD
Address:485 CENTER STREET City:JACKSONVILLE, State: NC Zip:28546- E=.S
Phone:[phone],Fax:__ , Email:[e-mail] Otl'`''r
Physical Location:1055 WEST CORBETT AVENUE,SWANSBORO, NC 28584
Project Drains into CARTWHEEL BRANCH waters—Water classification SA;HQW DV'R Surface Water Classifications Ma
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within''/2 mile and draining to class SA waters Y.or within 1 mile
and draining to class HQW waters?Y
Engineer/Consultant:MARK T.ARCURI Company:CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Address:3809 PEACHTREE AVENUE, SUITE 102 City:WILMINGTON,State: NC Zip:28403-_
Phone:[phone],Fax:[phone], Email:[e-mail] gm APR 1 2 2011
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY ❑DWR, ❑ DCM, ❑ DEMLR, ❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑Isolated Wetland( linear ft or acres)
❑ Riparian Buffer Authorization ❑Minor Variance ❑Major General Variance
®State Stormwater ❑General ❑SFR, ❑SFR<1 ac. ❑ Bkhd&Bt Rmp, ❑Clear&Grub, ty El Other
❑ Utili
❑Low Density r]Low Density-Curb&Gutter _#Curb Outlet Swales ❑ Off-site[SW (Provide permit#)]
®High Density-Detention Pond 1# Treatment Systems ❑High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention #Treatment Systems ❑High Density—SW Wetlands #Treatment Systems
❑High Density-Other _#Treatment Systems/❑MOD:❑Majo7❑Minor 7 Plan Revision ❑Redev.Exclusion SW (Provide permit#)
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑ Upland Development ❑Manna Development ❑Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with acres to be disturbed.(CI(# &Amt. (for DEQ use)).
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopinq and express meeting request)
Wetlands on Site®Yes❑ No Buffer Impacts: ®No❑YES: _acre(s)
Wetlands Delineation has been completed:®Yes❑ No Isolated wetland on Property®Yes❑No
US ACOE Approval of Delineation completed:®Yes❑ No 404 Application in Process w/US ACOE: ❑Yes ❑ No Permit
Received from US ACOE l:1 Yes❑No
For DEQ live only
Fee Split for multiple permits:(Check# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA I Variance(❑Maj;❑Min) I $
SW(❑HD,❑Lu,❑Gen) $ 401: $
LQS $ I Stream Deter,_ $
NCDEQ EXPRESS March 2016

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. TANNER Fir.Lyme Xa�

STORMWATER NARRATIVE IN NCDEQ PREFERRED FORMAT
1. General Information
a. The name of project is Swansboro ABC Liquor Store.
b. Project address is 1055 West Corbett Avenue, Swansboro, Onslow County.
c. 3.16 acres in tract
d. 1.5 acres being disturbed
e. Acres in wetlands
1. Wetlands have been delineated &signed-off by The Corps.
2. 0.078 ac wetland impact has been permitted by the Corps. See permit attached.
f. The Onslow County ABC Board does not appear to be listed on the NC Secretary of
State Web Site
g. Description of development proposal is a state funded liquor store.
1. No previous or existing permits known other than wetland impact listed above.
2. Tax parcel ID Number 025739
h. We are not requesting credit for any Pre-1988 Built Upon Area.
i. Phase 1 will be the portion near Highway 24, including the building, associated
parking, and the stormwater pond west of the building. Phase 2 will include truck
and trailer parking and another stormwater pond west of said trailer parking. Phase
2 will be shown in concept only, but il a ully desi ned or permitted
j. A sanitary sewer pump station and a potable water service will be provided and will
connect to existing ONWASA mains in the Highway 24 Right of Way.
k. There are no known historic sites on the property. This project will be funded with
public money.
I. There are no known non-compliance issues with any DEQ Agencies
2. Stormwater Information ?
7 a. Project is in White Oak River Basin. Project is draining to, bu .®- 0.5 mile from
•
receiving stream Cartwheel Branch, SA; HQW, Index Number 20-26-1.
b. Stormwater Design proposed is High Density Commercial State Stormwater. Town of
Swansboro does not have a Phase 2 Stormwater program.
c. Phase 1 area will be approximately 75% impervious.
d. There will be one wet detention basin in phase 1. Stormwater will be collected in
inlet and conveyed with RCP storm pipe.
e. It is the intent that all built upon area will be collected. If the site needs to be raised
by grading, a minor amount may need to discharge to Highway 24.
f. This project is not affected by CAMA buffers and State River Buffers.
g. This site does not have any Coastal Management Areas of Environmental Concern.
h. Off-Site Runoff will be routed around the site. Off-site runoff will not be allowed into
the proposed BMP.
i. Road construction across other properties is not necessary to access this project.
j. ECS performed an on-site evaluation of the soils on January 23, 2017.
Determination of infiltration rates was attempted at both the Phase 1 and Phase 2
stormwater treatment locations; however both locations revealed substandard rates,
so they are riot conducive to infiltration. Seasonal high water tables were determined
to be between 22 and 24 inches. See attached report.

STORMWATER NARRATIVE
Project:
Swansboro ABC Liquor Store
Location:
1055 West Corbett Avenue
Swansboro, North Carolina 28584
Prepared for:
Onslow county ABC Board
485 Center Street
Jacksonville, NC 28546
eCRISER
TROUTMAN
TANNER
Prepared by:
Mark T. Arcuri, PE
Criser Troutman Tanner Consulting Engineers
3809 Peachtree Avenue
Suite 102
Wilmington, NC 28403
March 30, 2017
Firm License No. F0113
C&T Job 7910

In X
SlitfaC13 WatarCiasefications:
• Car.- Branch
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ECS SOUTHEAST, LLP ` . f Standard fc)1 S
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January 24, 2017
Ms. Neta Grady
Onslow County ABC Board
485 Center Street
Jacksonville, North Carolina 28403
Reference: Report of Seasonal High Water Table Estimation and Infiltration Testing
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
Dear Ms. Grady:
ECS Southeast, LLP (ECS) recently conducted a seasonal high water table (SHWT) estimation
and infiltration testing within the stormwater best management practice (BMP) area(s) at the
ABC Store site at 1055 West Corbett Avenue in Swansboro, Onslow County, North Carolina.
This letter, with attachments, is the report of our testing.
Field Testing
On January 23, 2017, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations shown on the attached Boring Location Plan (Figure 1).
ECS located the borings using GPS equipment. The purpose of this exploration was to obtain
subsurface information of the in situ soils for the stormwater BMP area(s). ECS explored the
subsurface soil and groundwater conditions by advancing one hand auger boring into the
existing ground surface at each of the requested boring locations. ECS visually classified the
subsurface soils and obtained representative samples of each soil type encountered. ECS also
recorded the SHWT and groundwater elevation observed at the time of the hand auger borings.
The attached Infiltration Testing Form provides a summary of the subsurface conditions
encountered at the hand auger boring locations.
The SHWT and groundwater elevation was estimated at the boring locations below the existing
grade elevation. A summary of the findings are as follows:
Location SHWT Groundwater
B-1 16 inches 24 inches
B-2 18 inches 22 inches
ECS has conducted two infiltration tests utilizing a compact constant head permeameter near
the hand auger borings in order to estimate the infiltration rate for the subsurface soils.
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon. Tests in clayey conditions are conducted and calculated up to 30 minute intervals.
If an exact hydraulic conductivity is necessary for these locations, then ECS recommends
collecting samples by advancing Shelby tubes and performing laboratory permeability testing.

Report of SHWT Estimation and Infiltration Testing
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
January 24, 2017
Field Test Results
Below is a summary of the infiltration test results:
Location Description Depth Inches/
hour
B-1 Gray/orange sandy CLAY I 16 inches <0.001
B-2 Gray/orange sandy CLAY ; 10 inches <0.001
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at(910) 686-9114.
Respectfully,
ECS SOUTHEAST, LLP
F $
K. Brooks Wall W. Brandon Fulton, PSC, PWS, LSS
Project Manager Environmental Department Manager
[e-mail] [e-mail]
910-686-9114 704-525-5152
Attachments: Figure 1 - Boring Location Plan
Infiltration Testing Form
ASFE Document
2

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Swansboro ABC Store r ! ! Figure 1—Boring Location Plan
Swansboro, New Hanover County, I . ,-'' �—
North Carolina '"` ( � Provided by: Google Earth and
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ECS Project#49.3792 '
January 23,2017 f -
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Infiltration Testing Form
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
January 23, 2017
Location Depth USCS Soil Description
B-1 0-16" SM Black silty SAND
16"-36" CL Gray/orange sandy CLAY
Seasonal High Water Table was estimated to be at 16 inches below the
existing grade elevation.
Groundwater was encountered at 24 inches below the existing grade
elevation.
Test was conducted at 16 inches below existing grade elevation
Infiltration Rate: <0.001 inches per hour
Location Depth USCS Soil Description
B-2 0-6" SM Black silty SAND
6"-36" CL Gray/orange sandy CLAY
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation.
Groundwater was encountered at 22 inches below the existing grade
elevation.
Test was conducted at 10 inches below existing grade elevation
Infiltration Rate: <0.001 inches per hour

Important Information About Your Geoteclinical
Engineering
Report
Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes
The following information is provided to help you manage your risks.
Geotechnical Services Are Performed for •elevation,configuration,location,orientation,or weight of the
Spccifc Purposes,Persons,and Projects proposed structure,
Geotechnical engineers structure their services to meet the specific needs of • composition of the design team,or
their clients.A geotechnical engineering study conducted for a civil engineer • project ownership.
may not fulfill the needs of a construction contractor or even another civil
engineer.Because each geotechnical engineering study is unique,each geo- As a general rule, always inform your geotechnical engineer of project
technical engineering report is unique,prepared solelyfor the client.No one changes - even minor ones -and request an assessment of their impact.
except you should rely on your geotechnical engineering report without first Geotechnical engineers cannot accept responsibility or liability for problems
conferring with the geotechnical engineer who prepared it.And no one-not that occur because their reports do not consider developments of which they
even you-should apply the report for any purpose or project except the one were not informed.
originally contemplated.
Subsurface Conditions Can Change
Read the Full Report A geotechnical engineering report is based on conditions that existed at the
Serious problems have occurred because those relying on a geotechnical time the study was performed. Do not rely on a geotechnical engineering
engineering report did not read it all.Do not rely on an executive summary. report whose adequacy may have been affected by:the passage of time; by
Do not read selected elements only. man-made events,such as construction on or adjacent to the site;or by natu-
ral events,such as floods,earthquakes,or groundwater fluctuations.Always
A Geotechnical Engineering R-eelort is Based on contact the geotechnical engineer before applying the report to determine if it
A Unique Set of Project-Spec- c Factors is still reliable.A minor amount of additional testing or analysis could prevent
Geotechnical engineers consider a number of unique,project-specific factors major problems.
when establishing the scope of a study.Typical factors include:the client's
goals,objectives,and risk management preferences;the general nature of the Most Geotechnical Finings Are Professional
structure involved, its size, and configuration;the location of the structure Opinions
on the site;and other planned or existing site improvements,such as access Site exploration identifies subsurface conditions only at those points where
roads,parking lots,and underground utilities.Unless the geotechnical engi- subsurface tests are conducted or samples are taken.Geotechnical engineers
neer who conducted the study specifically indicates otherwise,do not rely on review field and laboratory data and then apply their professional judgment
a geotechnical engineering report that was: to render an opinion about subsurface conditions throughout the site.Actual
•not prepared for you, subsurface conditions may differ-sometimes significantly from those indi-
•not prepared for your project, cated in your report.Retaining the geotechnical engineer who developed your
• not prepared for the specific site explored,or report to provide construction observation is the most effective method of
•completed before important project changes were made. managing the risks associated with unanticipated conditions.
Typical changes that can erode the reliability of an existing geotechnical A Report's Recommendations Are Not Final
engineering report include those that affect: Do not overrely on the construction recommendations included in your re-
a the function of the proposed structure,as when it's changed from a port. Those recommendations are not final, because geotechnical engineers
parking garage to an office building,or from alight industrial plant develop them principally from judgment and opinion.Geotechnical engineers
to a refrigerated warehouse, can finalize their recommendations only by observing actual

subsurface conditions revealed during construction The geotechnical engi- to disappointments, claims, and disputes. To help reduce the risk of such
neer who developed your report cannot assume responsibility or liability for outcomes,geotechnical engineers commonly include a variety of explanatory
the report's recommendations if that engineer does not perform construction provisions in their reports. Sometimes labeled "limitations" many of these
observation. provisions indicate where geotechnical engineers' responsibilities begin
and end,to help others recognize their own responsibilities and risks. Read
A Geotechnktal Engineering Report Is Subject to these provisions closely.Ask questions.Your geotechnical engineer should
Misinterpretation respond fully and frankly.
Other design team members' misinterpretation of geotechnical engineer-
ing reports has resulted in costly problems. Lower that risk by having your Ceoenvironmental Concerns Are Nat Covered
geotechnical engineer confer with appropriate members of the design team The equipment, techniques, and personnel used to perform a geoenviron-
after submitting the report.Also retain your geotechnical engineer to review mental study differ significantly from those used to perform a geotechnical
pertinent elements of the design team's plans and specifications.Contractors study.For that reason,a geotechnical engineering report does not usually re-
can also misinterpret a geotechnical engineering report. Reduce that risk by late any geoenvironmental findings,conclusions,or recommendations;e.g.,
having your geotechnical engineer participate in prebid and preconstruction about the likelihood of encountering underground storage tanks or regulated
conferences,and by providing construction observation. contaminants. Unanticipated environmental problems have led to numerous
project failures.If you have not yet obtained your own geoenvironmental in-
Do Nat Rff dravw the Enginee ''s Logs formation,ask your geotechnical consultant for risk management guidance.
Geotechnical engineers prepare final boring and testing logs based upon Do not rely on an environmental report prepared for someone else.
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should Qlitain Professional Assistance To Deal with Mold
never be redrawn for inclusion in architectural or other design drawings. Diverse strategies can be applied during building design, construction, op-
Only photographic or electronic reproduction is acceptable, but recognize eration,and maintenance to prevent significant amounts of mold from grow-
that separating logs from the report can elevate risk. ing on indoor surfaces.To be effective,all such strategies should be devised
for the express purpose of mold prevention,integrated into a comprehensive
Rive Contractors a Com?loth Repolit eUd plan,and executed with diligent oversight by a professional mold prevention
Guidance consultant. Because just a small amount of water or moisture can lead to
Some owners and design professionals mistakenly believe they can make the development of severe mold infestations,a number of mold prevention
contractors liable for unanticipated subsurface conditions by limiting what strategies focus on keeping building surfaces dry. While groundwater, wa-
they provide for bid preparation.To help prevent costly problems,give con- ter infiltration, and similar issues may have been addressed as part of the
tractors the complete geotechnical engineering report,but preface it with a geotechnical engineering study whose findings are conveyed in-this report,
clearly written letter of transmittal.In that letter,advise contractors that the the geotechnical engineer in charge of this project is not a mold prevention
report was not prepared for purposes of bid development and that the report's consultant; none of the services performed in connection with
accuracy is limited;encourage them to confer with the geotechnical engineer the geotechnical engineer's study were designed or conducted
who prepared the report(a modest fee may be required)and/or to conduct ad- for the purpose of mold prevention,Proper implementation of
ditional study to obtain the specific types of information they need or prefer. the recommendations conveyed in this report winot of itself
A prebid conference can also be valuable.Be sure contractors have sufficient be sufficient to prevent mold from growing in or on the struc-
time to perform additional study.Only then might you be in a position to give Lure involved,
contractors the best information available to you,while requiring them to at
least share some of the financial responsibilities stemming from unantici- Rely on Your AE amber Geotechnical
pated conditions. Engineer ESP Additional Assistance
Membership in ASFE/The Best People on Earth exposes geotechnical engi-
Read Responsibility Provisions Closely neers to a wide array of risk management techniques that can be of genuine
Some clients,design professionals,and contractors do not recognize that benefit for everyone involved with a construction project. Confer with your
geotechnical engineering is far less exact than other engineering disciplines. ASFE-member geotechnical engineer for more information.
This lack of understanding has created unrealistic expectations that have led
ASAFE
The Beet People an Earth
8811 Colesville Road/Suite G106,Silver Spring,MD 20910
Telephone:'301/565-2733 Facsimile:301/589-2017
e-mail:[e-mail] www.asfe.org
Copyright 2004 by ASFE,Inc.Duplication,reproduction,or copying of this document,in whole or in part,by any means whatsoever,is strictly prohibited,except with ASFE specific
written permission.Excerpting,quoting,or otherwise extracting wording from this document is permitted only with the express written permission of ASFE,and only for purposes
of scholarly research or book review.Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report.Any other firm,
individual,or other entity that so uses this document without being anASFE member could be committing negligent or intentional(fraudulent)misrepresentation.
I IGER06045.0M

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2016-01930 County: Onsiow U,S.G,S,Quad:NC-HUBERT
GENERAL PERMIT(REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Onslow County ABC Board Agent; Kim Williams
Ms.Neta Grady Land Management Group,Inc
409 Center Street 3805 Wrightsville Avenue,Suite 15
Jacksonville,NC 28546
Size(acres) 3.1 Nearest Town Swansboro
Nearest Waterway Cartwheel Branch River Basin Onslow Bay
USGS HUC 03020301. Coordinates Latitude:34.6998607815351
Longitude:-77.1465299041753
Location description: The protect area is located at 1071 Corbett Avenue,Onslow County,North Carolina.
Description of projects area and activity:This NWP 39 verification authorizes permanent impacts to 0.078 acre of non-riparian
wetlands for the construction of an ABC store and its associated parking,access and stormwater facilities. The remaining
wetlands onsite are not to be filled or disturbed by construction activities,
Applicable Law: El Section 404(Clean Water Act,33 USC 1344)
❑ Sections 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number:39
SEE ATTACHED RGP or NWP GENERAL,REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with-the attached
conditions and your submitted application and attached information dated 12/14/16 and additional information received
1/16/17. 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 authorization is modified,
suspended or revoked, If, prior to the expiration date identified below, the nationwide 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 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 ate under contract to commence in reliance upon the nationwide permit,will remain authorized provided the
activity is completed within twelve months of the date of the nationwide 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(252)264-3901.
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 Brennan Doole at(910)251-4694 or Brenn . ooley®usace.arm
Corps.Regulatory Official: Date: February 9.2017.
Expiration Date of Verification: March 18,2017

Action Id.. SAW-2016-01930 County: Onslow
NWP 39 Special Conditions
3. Wetland and Stream Avoidance/Minimization Areas: The Permittee shall avoid the remaining onsite
wetlands, (as detailed on the attached drawings). These natural wetland/stream areas were avoided as part of
the permit application review process and therefore will not be disturbed by any dredging, filling, mechanized
land clearing, agricultural activities, or other construction work whatsoever.

Action.ID Number: SAW2016-01930 County: Onslow
Permittee: Onslow County ABC Board,Ms.Neta Grady
Project Name: 1071 Corbett Avenue Onslow County ABC Board
Date Verification Issued: February 9,2017
Project Manager: Brennan Dooley
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:Brennan Dooley
69 Darlington Avenue
Wilmington,NC 28403
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 Iegal 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 Pernuttee Date

Determination of Jurisdiction:
A. ❑ There are waters,including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC§ 1.344)and/or Section 10 of the Rivers and Harbors Act(R.HA)(33 USC§403).This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part
331). .However,you may request an approved JD,which is an appealable action,by contacting the Corps district for further
instruction, Please note,if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an
approved ID,the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B, ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403)and Section 404 of the Clean Water Act(CWA)03 USC§
1344). Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. 4 There are waters,including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act(CWA)(33 USC§ 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID:SAW-
Basis For Determination: The project area meets the criteria as described in the 1987 Corps Wetland
Delineation Manual and Is adjacent to Cartwheel Branch. The approved jurisdictional determination form is attached.
Remarks: A survey accurately depicting the wetland boundary within the project area is attached and signed,dated
2/9/17.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps'Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. .I.f you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the.Natural Resources Conservation Service,prior to starting work.
F. Appeals information (This information applies only to approved jurisdiction determinations as indicated in 1B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process(NAP)fact sheet and request for appeal(RFA)form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele,Review Officer
60 Forsyth Street SW,Room 10M15
Atlanta,Georgia 30303-8801
Phone:[phone]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by 4/9/17.

**It is not necessary to submit an RFA form to a Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Eric Reusch
Date of JD.; February 9,20I7
Expiration Date of JD: February 9,2022
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 our Customer Satisfaction Survey, located online at
'COITstetamu.ucace.amiv.mil;cm ap.x'f trl.36:4:tii.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant:Onslow County ABC Board,Ms.Neta File Number:SAW-2016-01930 Date:February 9,2017
Grady, _
Attached is: See Section below
D INITIAL PROFFERED PERMIT(Standard Permit or Letter of permission) A
❑ PROFFERED PERMIT(Standard Permit or Letter of permission) B
❑ PERMIT DENIAL C
®i APPROVED JURISDICTIONAL DETERMINATION D
1111 PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I-The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at ;t,T ._ ':rgacz.army.ir::i 'lc=`01n_.; Rei ulator,Prourarnardi'errtif-s. =,1
or Corps regulations at 33 CFR Part 33].
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request
that the permit be modified accordingly.You must complete Section II of this form and return the form to the district
engineer, Your objections must be received by the district engineer within 60 days of the date of this notice,or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter,the district engineer will evaluate your
objections and may: (a)modify the permit to address all of your concerns,(b)modify the permit to address some of your
objections,or(c)not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections,the district engineer will send you a proffered permit for your reconsideration,as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all
rights to appeal the permit,including its terms and conditions,and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C; PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety,and waive all rights to appeal the approved JD.
• APPEAL: if you disagree with the approved JD,you may appeal the approved 3D under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish,you may request an approved JD(which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II REQUEST FOR APPEAL cit.OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION:The appeal is limited to a review of the administrative record,the Corps memorandum for the
record of the appeal conference or meeting,and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Carps may add new information or analyses to the record.
However,you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMA.TION;.
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division,Attn: Mr.Jason Steele,Administrative Appeal Review Officer
Brennan Dooley CESAD-PDO
69 Darlington Avenue U.S.Army Corps of Engineers,South Atlantic Division
Wilmington,NC 28403 60 Forsyth Street,Room 10M15
Atlanta,Georgia 30303-8801
Phone:[phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government
consultants,to conduct investigations of the project site during the course of the appeal process_ You will be provided a 15 day
notice of any site investigation,and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn:Brennan Dooley,69 Darlington Avenue,Wilmington,North
Carolina 28403
For Permit denials,Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer,Commander,U.S.Army Engineer Division,South Atlantic,Attn:Mr.Jason Steele,Administrative Appeal
Officer,CESAD-PDO,60 Forsyth Street,Room 10M15,Atlanta,Georgia 30303-8801
Phone:[phone]

APPROVED JURISDICTIONAL DETERMINATION FORM
11.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION is BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):February 9,2017
B. DISTR.ICT OFFICE,FILE NAME,AND NUMBER:Wilmington District,1071 Corbett Avenue_Onslow County ABC Board,
SAW-20.16-01930
C. PROJECT LOCATION AND BACKGROUND.INFORMATION:
State:North Carolina County/parish/borough:Onslow City: Swansboro
Center coordinates of site(hat/long in degree decimal format): Lat.34.6998607815351°N,Long.-77.1465299041753°W
Universal Transverse Mercator:18 303396.75 3841856.69
Name of nearest waterbody:Cartwheel Branch
Name of nearest Traditional Navigable Water(TN W)into which the aquatic resource flows:White Oak River
Name of watershed or Hydrologic Unit Code(HUC):White Oak River,03020301
®Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
❑Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a different
JD form:
D. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑Office(Desk)Determination. Date:
21 Field Determination, Date(s):9/27/16
SECTION IL SUMMARY OF FINDINGS.
A. RIM SECTION 10 DETERMINATION OF JURISDICTION.
There Are no "navigable waters of the US:"within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area.[Required]
❑Waters subject to the ebb and flow of the tide,
❑Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign commerce,
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are"waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.[Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply):
❑TN Ws,including territorial seas
❑Wetlands adjacent to TNWs
❑Relatively permanent waters2(RPWs)that flow directly or indirectly into TNWs
❑Non-RPWs that flow directly or indirectly into TNWs
Ws
❑Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
• Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑'Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
❑Impoundments of jurisdictional waters
❑isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: linear feet, wide;and/or acres.
Wetlands:0.516 acres.
c. Limits(boundaries)of jurisdiction based on:t1987 Delineation Manual
Elevation of established OHWM.(if]mown):
2. Non-regulated waters/wetlands(check if applicable):3
❑Potentially jurisdictional waters and/or wetlands were assessed within the review arca and determined to be.not jurisdictional.
Explain:
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
'Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form,an RPW is defined as a tributary that is not a'I'NW and that typically flows year-round or has continuous flow at least"seasonally"
(e.g.,typically 3 months).
Supporting documentation is presented in Section ELF.

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The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete
Section III.A.1 and Section I1LDJ.only; if the aquatic resource is a wetland adjacent to a TNW,complete Sections IIl.ri►.l and 2
and Section 1II.D.I.;otherwise,see Section ItI.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is"adjacent":
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps
determine whether or not the standards for jurisdiction established under Raptinos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are"relatively permanent
waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3
months).A wetland that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round
(perennial)flow,skip to Section III.D.2.lithe aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW,or a wetland directly Abutting an RPW,a JD will require additional data to determine lithe
waterbndy has a significant nexus with a TNWNW.If the tributary has adjacent wetlands,the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for
analytical purposes,the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,or its adjacent wetlands,or both.If the 3D covers a tributary with adjacent wetlands,complete Section III.B.1 for
the tributary,Section III.B.2 for any onsite wetlands,and Section III.B.3 for all wetlands adjacent to that tributary,both onstte
and affsite.The determination whether a significant nexus exists is determined in Section 111.0 below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size:230 'acres
Drainage area:230 acres
Average annual rainfall* inches
Average annual snowfall: inches
(ii) Physical Characteristics;
(a) jielationship with TNW:
El Tributary flows directly into TNW.
Tributary flows through'1 tributaries before entering TNW.
Project waters am 12 river miles from TNW.
Project waters are .1 2 river miles from RPW.
Project waters are 1-2 aerial(straight)miles from TNW.
Project waters are 1-2 aerial(straight)miles from RPW.
Project waters cross or serve as state boundaries.Explain:No
Identify flow route to TNW5: The relevant reach for this analysis is the UT to Cartwheel Branch,from where it
begins north of Highway 24 to its convergence with Cartwheel Branch(see attached map). The UT flows into
Cartwheel Branch,which becomes a TNW approximately 0.6 miles downstream from its convergence with the
UT(relevant reach).
Tributary stream older,if known:tat
(b) General.Tributary Characteristics(check all that aopIv};
'Note that the instructional Guidebook contains additional information regarding males,ditches,washes,and erosional features generally and in the arid
West
s Flow route can be described by identifying,e.g.,tributary a,which flows through the review area,to flow into tributary b,which then flows into TNW.

3
Tributary is: ❑Natural
0 Artificial(man-made). Explain:
►Al Manipulated (man-altered). Explain:The UT has been piped under Norris Road. Aside from
the road crossing the feature appears to be natural.
Tributary properties with respect to top of bank(estimate):
Average width:3-4 feet
Average depth:2-3 feel
Average side slopes:2 1.
Primary tributary substrate composition(check all that apply):
®Sills r14 Sands ❑Concrete
❑Cobbles ❑Gravel El Muck
❑Bedrock ❑Vegetation. Type/%cover:
❑Other.Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:relatively stable
Presence of run/riffle/pool complexes. Explain:
Ttibutaiy geometry:.R4eanderuig
Tributary gradient(approximate average slope):3%
(c) Flow:
Tributary provides for:Perennial
Estimate average number of flow events in review area/year:g0(or greater)
Describe flow regime:Perennial
Other information on duration and volume:The UT shows up on the USGS Tope as a perennial blue line stream.
The watershed size is approximately 230 acres.
Surface flow is:Confined. Characteristics:Confined to banks of the UT.
Subsurface flow;Unknown. Explain findings:
❑Dye(or other)test performed:
Tributary has(check all that apply):
❑Bed and banks
OHWM6(check all indicators that apply):.
►1 clear,natural line impressed on the bank. ►0t the presence of litter and debris
1 changes in the character of soil 0 destruction of terrestrial vegetation
It shelving ®the presence of wrack line
CI vegetation matted down,bent,or absent ❑sediment sorting
®leaf litter disturbed or washed away )'.1 scour
El sediment deposition D multiple observed or predicted flow events
►:4 water staining 02 abrupt change in plant community
❑other(list):
❑Discontinuous OHWM.1 Explain:.
If factors other than the ON WM were used to determine lateral extent of CWA jurisdiction(check all that apply):
❑High Tide Line indicated by: ❑Mean High Water Mark indicated by:
❑oil or scum line along shore objects 0 survey to available datum;
❑fine shell or debris deposits(foreshore) ❑physical markings;
❑physical markings/characteristics ❑vegetation lines/changes in vegetation types.
❑tidal gauges
❑other(list):
(iii) Chemical Characteristics:
Characterize tributary(e,g.,water color is clear,discolored,oily film;water quality;general watershed characteristics,etc.).
Explain:
Identify specific pollutants,if known:nutrients,pollutants and sediment from surrounding development.
•
(iv) Biological Characteristics. Channel supports(check all that apply): •
0.4 Riparian corridor. Characteristics(type,average width):20' •
•
•
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.;where the stream temporarily flows underground,or where
•
the OI-lWM'has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime(e.g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break.
'ibid.

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®Wetland fringe. Characteristics:approximately 10 acres of wetlands are directly abutting the relevant reach of the
UT.
:(Habitat for:
[l Federally Listed species. Explain findings:
El Fish/spawn areas. Explain findings:Based on perennial flow and connection to tidal waters,the relevant reach
provides suitable habitat for fish.
[f Other envirennientally-sensitive species. Explain findings:
CI Aquatic/wildlife diversity. Explain findings:Based on perennial flow,abutting riparian wetlands,and connection to
tidal waters,the relevant reach provides suitable habitat for amphibians and birds.
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties;
Wetland sire:0.516 acre
Wetland type. Explain:PFO
Wetland.quality. Explain.Iow quality,site has been manipulated
Project wetlands cross or serve as state boundaries.Explain:No,wetlands are entirely in NC.
(b) General Flow Relationship with Non- W:
Flow is:Ephemeral flow Explain:Observed drainage patterns leaving the site based on aerial imagery.A.culvert
is present and carries flow from the wetland to the relevant reach.
Surface flow is:Discrete and confined
Characteristics:
Subsurface flow:Unknown. Explain findings:
❑Dye(or other)test performed:
ie) Wetland Adjacency Determination with Non-TNW:
❑Directly abutting
in Not directly abutting
Discrete wetland hydrologic connection, Explain:The wetland in the review area leaves the site through a
culvert that flows into a roadside ditch that is partially piped which then flows under Highway 24 into a
UT of Cartwheel Branch,which becomes a TNW(see attached maps).
❑Ecological connection. Explain:
0 Separated by berm/balrier. Explain:
(d) Proximity(Rtelationship)to'ITNV
Project wetlands are 1-2 river miles from TNW.
Project waters are 41-2 aerial(straight)miles from TNW.
How is Evan:Wetland to navigable waters.
Estimate:approximate location of wetland as within the 1100-500-year floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,water color is clear,brown,oil,Elm on surface;water quality;general watershed
characteristics;etc.). Explain:The watershed is forested with some commercial and residential development scattered
throughout.Water color is clear.
Identify specific pollutants,if known:
(ill) Biological Characteristics. Wetland supports(check all that apply):
Q Riparian buffer. Characteristics(type,average width):
El Vegetation type/percent cover, Explain:Pin us taeda(10%),Ligustrum sineuse(100%)
1.1 Habitat for:
D Federally Listed species. Explain,findings:
❑Fish/spawn areas.Explain findings:
D.Other environmentally-sensitive species. Explain findings:
®Aquatic/wildlife diversity. Explain findings:Provides habitat for small mammals,amphibians and birds.
3. Characteristics of all wetlands adjacent to the tributary(if any)
All veetland(s)being considered in the cumulative analysis:
Approximately 1.1 acres in total are being considered in the cumulative analysis.
For each wetland,specify the following:

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Directly_attuls?_f,Y ) Size(in acre, Directly abuts?(YIN) Size(in acres)
N 0.516(onsite)
)' 10(offsite)
Summarize overall biological,chemical and physical functions being performed:According to IN lest nate there are two
other adjacent wetlands within the watershed of the relevant reach.Wetland is in the flowpath of runoff from
surrounding development, As such these wetlands provide habitat,remove nitrogen through anerobie processes and
provides areas for sediment to collect prior to reaching Cartwheel Branch.
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,and biological integrity
of a TNW. For each of the following situations,a significant nexus exists if the tributary,in combination with all of its adjacent
wetlands,has more than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the flow
of water in the tributary and its proximity to a TNW,and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance(e.g.between a
tributary and its adjacent wetland or between a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to carry pollutants or flood waters to
TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifeeycle support functions for fish and
other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients an.d organic carbon that
support downstream foodwebs?
• Does the tributary,in combination with its adjacent.wetlands(if any),have other relationships to the physical,chemical,or
biological integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below,based on the tributary itself,then go to Section HID:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section HID:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RVW.Explain findings of
presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then
go to Section IILD:
The tributary(relevant reach)in combination with the onsitc wetland and the similarly situated wetlands are collectively
performing functions consistent with the following:Biological:The tributary and its adjacent wetlands are essential in providing
organic carbon and nutrients in the form of their collective primary productivity to downstream waters,resulting in the nourishment
of downstream foodwebs.Chemical:The tributary and its wetlands arc providing important collective functions of removal of
excess nutrients which are contributed by runoff from surrounding uplands,reducing nitrogen and phosphorus loading downstream
and effectively preventing oxygen depletion.Physical:The tributary and its wetlands are performing flow maintenance functions,
including retaining runoff inflow and storing rain water temporarily.Flow maintenance results in the reduction of downstream peak
'flows,helping to maintain seasonal flow volumes.The tributary and its wetlands have the capacity to carry pollutants and flood
waters to the TNW.Based on the collective functions described above and their importance to the biological,chemical and physical
integrity of the TNW(Cartwheel Branch),it has been determined that there is a significant nexus between the onsite wetland,the
tributary(relevant reach.)and its similarly situated wetlands and the downstream TNW.
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
❑TNWs: linear feet, wide,Or acres.
•

-6-
❑Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
❑Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that
tributary is perennial:
❑Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are
jurisdictional. Data supporting this conclusion is provided at.Section IILB. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑Tributary waters: linear feet wide.
El Other non-wetland waters: acres.
Identify type(s)of waters:
3. Non-RPWsa that flow directly or indirectly into TNWs.
❑Waterbody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a
TNW is jurisdictional.Data supporting this conclusion is provided at Section
Provide estimates for jurisdictional waters within the review area(check all that apply):
❑Tributary waters: linear feet, wide.
❑Other non-wetland waters: acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
❑Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
El Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that
tributary is perennial in Section III.D.2,above.Provide rationale indicating that wetland is directly abutting an RPW:
❑Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is
seasonal in Section III.B and rationale in Section I11.13.2,above.Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
S. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
tt Wetlands that do not directly abut an RPW,but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates fur jurisdictional wetlands in the review area:0.516 acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
❑Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisdictional.Data supporting this
conclusion is provided at Section IU.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
❑Demonstrate that impoundment was created from"waters of the U.S.,"or
❑Demonstrate that water meets the criteria far one of the categories presented above(I-6),or
❑Demonstrate that water is isolated with a nexus to commerce(see E below).
E. ISOLATED(INTERSTATE OR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY
SUCH WATERS(CHECK ALL THAT APPLY):"
❑which are or could be used by-interstate or foreign travelers for recreational or other purposes.
glee Footnote if 3.
°To complete the analysis refer to the key in Section I II.D.6 of the Instructional Guidebook.
18 Prior to asserting or declining CWA Jurisdiction based solely on this category,Corps Districts will elevate the action to Corps and EPA 1tQ for
review consistent with the process described in the CorpstEPA Memor andunrRegardirtg CWA Act Jurisdiction Following Rrr,pa►ros.

•
-7-
❑from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑which are or could be used for industrial purposes by industries in interstate commerce.
❑Interstate isolated waters. Explain:
❑ Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply);
❑Tributary waters: linear:feet, wide.
❑Other non-wetland waters: acres.
Identify type(s)of waters:
0 Wetlands: acres.
F. NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
❑If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
❑Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce.
❑Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based solely on the
"Migratory Bird Rule"(MBR),
❑Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
❑Other:(explain,if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of jurisdiction is the MBR
factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using best professional
judgment(check all that apply):
❑Non-wetland waters(i.e.,rivers,streams): linear feet, wide.
❑Lakes/ponds: acres.
❑Other non-wetland waters; acres,List type of aquatic resource:
❑Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the -Significant Nexus"standard,where such
a finding is required for jurisdiction(check all that apply):
Non-wetland waters ti.e.,rivers,streams): linear feet, wide.
❑Lakes/ponds: acres.
❑Other non-wetland waters: acres, List type of aquatic resource:
❑Wetlands: acres.
SECTION IVi DATA SOURCES,
A. SUPPORTING DATA. Data reviewed for JD(cheek all that apply-checked items shall be included in case file and,where checked
and requested,appropriately reference sources below):
3 Maps,plans,plots or plat submitted by or on behalf of the applieant/consultant:
►:t Data sheets prepared/submitted by or on behalf of the applicant/consultant.
Office concurs with data sheets/delineation report.
❑Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S.Geological Survey Hydrologic Atlas:
❑USGS NHD data.
❑USGS S and.12 digit HUC maps.
e U.S.Geological Survey map(s).Cite scale&quad name:1:24K;NC-HUBERT
El USDA Natural Resources Conservation Service Soil Survey,Citation;NRCS Soil Survey
❑ National-wetlands inventory map(s), Cite name:
❑ State/Local wetland inventory map(s):
❑ PEMA/PJRM maps:
❑ 100-year Floodplain.Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs:®Aerial(Name&Date):1998 NAPP and 2012 NC ONE Map
or❑Other(Name&Date):
❑ Previous determination(s). File no.and date of response letter:
❑ Applicable/supporting ease law:
❑ Applicable/supporting scientific literature:
❑ Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

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Weaver, Cameron
From: Hall, Christine
Sent: Monday,April 03, 2017 4:06 PM
To: Mairs, Robb L
Cc: Weaver, Cameron
Subject: RE: Express request Swansboro ABC Store
Robb,
Here's the section on SA waters from our new rules effective 1/1/17 (15A NCAC 02H.1019):
(5) DETERMINATION OF WHICH COASTAL STORMWATER PROGRAM APPLIES.
(a) SA WATER. SA Water requirements shall apply to projects located within one-half mile of and draining to
waters classified as SA-HQW or SA-ORW per 15A NCAC 02B .0301.
(i) The SA boundary shall be measured from either the landward limit of the top of bank or the normal
high water level. In cases where a water is listed on the Schedule of Classifications,but the applicant
provides documentation from the Division of Water Resources or the U.S.Army Corps of Engineers
that the water is not present on the ground,the applicant shall not be subject to the SA requirements
of this Rule.
(ii) An SCM with any portion of its drainage area located within the SA waters boundary shall be
designed to meet SA water requirements.
Maybe this helps??
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
. _
E nal oorrt.sparrdence to are.;frc#n this n ^etiko.ct to ihe
?rye,'rth Carolina Pubi? Roca/cf3 Law?rid may be Cfieclosed ra Mircl
From: Mark Arcuri [mailto:[e-mail]]
Sent: Monday,April 03, 2017 3:52 PM
To: Mairs, Robb L<robb.mairsi ncdenr.gov>
Cc: Hall, Christine<[e-mail]>;Weaver, Cameron<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Hey Robb, attached is exhibit for you per Cameron request. Let me know. Thanks.
Mark T. Arcuri, PE
1

r,
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
):a l [e-mail]
www.cttengineerinq.com
CONFIDENTIALITY N",.'fiE,The inPoi mat on transrn•tt. . .. v:.;r this -mail is intended soli-Ay for tit:1. c'ti ;. rla
c:)t;,in tt.it .n:l..or prnvdf":ged material.If 1 .r h.:1... '1 r:::pl.r t of this messa', or t,:;tli. it:'r )r for J.: :r._i• n • a:9
reap'rnt.you:-.e hereby notified that:•ny use.1,r .rr,t"ssemrnation,distribution.reprC:. _.t.. I,z at u}'r ..i " 1 .. :) ).,r r•.'.c._ .) cf its
3tt.'•;'Iiim:•s i,l r n. upon this messag._ is s t t ..;?u 1 ; this e-1'•al in erioi.pi-.s:. i:...1 !'C I.. i. .' ,. C }t
F••rn',nnt.4 d' ' S1••orional e.m.:..I )d.''>at If c>m:: or compute'�pst�n�.'.ny • . m- • 11..
an., •y;.. ,es:.-inly refk.:ttile'vie\ r .1..
From:Weaver, Cameron [mailto:cameron.,veavernncdenr.gov]
Sent: Monday,April 03, 2017 3:02 PM
To: Mark Arcuri <marcuri@ctte 1~i-merin ,com}>; Hall, Christine <[e-mail]>
Cc: Mairs, Robb L<robb.mairs(a)nedenr.gov>
Subject: RE: Express request Swansboro ABC Store
•
Hi Mark.
You are very close to SA waters based on your stated distance and should get confirmation from Robb Mairs at DWR in
this office that your project is outside of the area with stricter requirements. You should provide him a scaled map
showing the closest point of the project area to the waters that are classified as SA, and that includes unnamed
tribs. I've copied him on this email, and he can be reached directly at 910-796-7427 or Robb.Mair: ncdenr.gov
Let us know of any issues.
Cameron
Cameron Weaver
Environmental Assistance Coordinator-Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7303
NCDEQ NEW WEBSITE: http://deq.nc.gov/
DEACS NEW WEBSITE: http://deq.nc.gov/about/divisions/environmental-assistance-customer-service
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Mark Arcuri [mailto:[e-mail].]
Sent: Monday,April 03, 2017 2:39 PM
To: Hall, Christine<[e-mail]>
Cc:Weaver,Cameron<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Christine,
The project border is about 0.6 miles from SA waters.
2

This project has no prior authorizations that I know of. Unless we have a choice, I was assuming that we are applying
under current rules.
Thank you!
Mark T.Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Wilmington Raleigh Charlotte
3809 Peachtree Avenue:Suite 1.02
Wilmington,NC 28.103
p 910.397.2929 Ext 120
m 910.297.3036
ern:i(:[e-mail]
web:www.cttenaineering.com
rn•_,.;.,r c,,.,, . :SY'•,•+ " t,.!,, .,. .,�.. 1^� I; t:.:u: t: , ,-•,n c `i± to may
. .["��......:, .. -d.:•il
:, ,•- :ry
r to
r i �. �. v �r mi . . r.c:.;ir,:, r rc.
1... r:- C..:1.r.-r.15, stl, t•. '.. .. III "1 L. .
tie
• i, i •�1 _.
I•,r.•:,n . G . ..,-or `srt.: =rr {: _, n;•31 cc: r ..r , .. • r..' s ; s r.• .zr.1r r •tctt• �,F. .yr_f . .
From: Hall, Christine [mailto:Christine.Hall@ncdenr.i ov]
Sent: Monday,April 03, 2017 12:07 PM
To: Mark Arcuri <marcurj a7cttengineering.com>
Cc:Weaver,Cameron<[e-mail]>
Subject: Express request Swansboro ABC Store
Mark,
Your narrative discusses this project draining to SA waters. Is it located within% mi of those receiving waters?
Also,which set of rules is this project attempting to apply under? The 2017 rules? Or does it have prior authorization
per 15A NCAC 02H.1001(5) effective January 1,2017?
I will be out of the office starting tomorrow for vacation. If you could respond today,we will try to get this worked out
before I go. If not, it will likely have to wait until I get back on the 17tn
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall @ ncdenr.caov
127 Cardinal Drive Ext.
Wilmington, NC 28405
z. fling Cornpores -- .
3

1
iri corresponcencelo nd ttOr? This IF; subject to the
North Carolin,3 P[4.;+fc Records Law and fTh. o'::..;closed to third parties.
4

Weaver, Cameron
From: Hall, Christine
Sent: Monday,April 03, 2017 4:13 PM
To: Mairs, Robb L
Cc: Weaver, Cameron
Subject: RE: Express request Swansboro ABC Store
I found one more....
15A NCAC 02H.1001(4):
DISPUTES REGARDING WATER QUALITY CLASSIFICATION. For stormwater programs that apply based on water quality
classification, any disputes regarding water quality classification shall be determined by the N.C. Division of Water
Resources pursuant to 15A NCAC 02B .0101 and in accordance with G.S. 143-214.1.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Emil!correspondence to and from this address is s e,:.to the
North aroli;;a Public Records Law�.3;d may be c'lsclasr-c to bird
From: Mairs, Robb L
Sent: Monday,April 03,2017 4:07 PM
To: Hall, Christine<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Yes,thanks Christine.
From: Hall, Christine
Sent: Monday,April 03, 2017 4:06 PM
To: Mairs, Robb L<[e-mail]>
Cc:Weaver,Cameron<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Robb,
Here's the section on SA waters from our new rules effective 1/1/17(15A NCAC 02H.1019):
(5) DET.ERNM4ATION OF WINCH COASTAL STORMWA i ER PROGRAM APPLIES.
1

(a) SA WATER. SA Water requirements shall apply to projects located within one-half mile of and draining to
waters classified as SA-HQW or SA-ORW per 15A NCAC 0213 .0301.
(i) The SA boundary shall be measured from either the landward limit of the top of bank or the normal
high water level. In cases where a water is listed on the Schedule of Classifications,but the applicant
provides documentation from the Division of Water Resources or the U.S.Army Corps of Engineers
that the water is not present on the ground,the applicant shall not be subject to the SA requirements
of this Rule.
(ii) An SCM with any portion of its drainage area located within the SA waters boundary shall be
designed to meet SA water requirements.
Maybe this helps??
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.halI%'ncdenr.xv
127 Cardinal Drive Ext.
Wilmington, NC 28405
.'1 •:- k .t'b :.a o i::.'.-iv
s:.10 ii tiigd pall'__.
From: Mark Arcuri [mailte:marcuri.cttengirteertg_com]
Sent: Monday, April 03, 2017 3:52 PM
To: Mairs, Robb L<robb_mairs ncdenr. ov>
Cc: Hall, Christine<[e-mail]>; Weaver, Cameron <cameron.wei~,[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Hey Robb, attached is exhibit for you per Cameron request. Let me know. Thanks.
Mark T. Arcuri, PE
t'D Ian ..
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
t rr•.�tt ay`Jn Raleigh Ch-rie•t+...�.
Suite 1O.
tdC 2E403
i7 ?10.3 /.:929 Ext.120
in 710.297.
r.t-cil:[e-mail]
'r.www.cttengineerinp.com
CI
CONFIDENTIALITY NOTE:the i :_rrn,;t ce trnnsmieed and any lies with this e-mail is in' iid_d soir ly for the use of ti*o person or-•ttity tot!;[ch it is aodr-::sso end r,:ay
contain confidential and/or pr:•iiep ed material.i;you::re not the intended recipient of this message or the individu•ol respon.;ble for deliverr.ig the a-maii to the intended
recipient,;:u are hereby notifier'th:,t_J.r'us.),r•.vi.w,rerrans;mission,dissemination,disstr,Orition,re•productiort,copying or any action taken on this email or any of its
:.ttachntents in reliance upon this mess:: .-is strictly piohitiited.If you received this e-maii in error,pleac_e immediately contact the sender or entity by e-mail end
permanently d a'_te the originel,_-m;:i i ai d_ii rttachm•;:ats from your computer or compute«sy b_m.Any views expressed in this message are thcee of the in•dividu.l
sender end may not nececsadly reflect tix:`;ws c the company.
2

From: Weaver, Cameron [mailto:[e-mail]
Sent: Monday, April 03,2017 3:02 PM
To: Mark Arcuri <m rcuri2cttcngine oring.com>; Hall, Christine<Christine.Hall a>ncdenr.gov,>
Cc: Mairs, Robb L<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Hi Mark.
You are very close to SA waters based on your stated distance and should get confirmation from Robb Mairs at DWR in
this office that your project is outside of the area with stricter requirements. You should provide him a scaled map
showing the closest point of the project area to the waters that are classified as SA, and that includes unnamed
tribs. I've copied him on this email,and he can be reached directly at 910-796-7427 or Robb.MairsPncdenr.gov
Let us know of any issues.
Cameron
Cameron Weaver
Environmental Assistance Coordinator-Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7303
NCDEQ NEW WEBSITE: http://deq.nc.gov/
DEACS NEW WEBSITE: http://deq.nc.gov/about%divisions/environmental-assistance-customer-service
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Mark Arcuri [mailto:[e-mail]
Sent: Monday,April 03, 2017 2:39 PM
To: Hall,Christine<[e-mail]>
Cc: Weaver,Cameron<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Christine,
The project border is about 0.6 miles from SA waters.
This project has no prior authorizations that I know of. Unless we have a choice, 1 was assuming that we are applying
under current rules.
Thank you!
Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
i;��5•;j'yI A.. tit�ft 1��'�i J�.j=r.1C..
�.•. 1":".41 IP J
3

f
r.ra+ [e-mail]
we: www.cttenqineerinq.com
CONFIULNTIALITI N:'i s'ih,in.c meuon transmitted and am files with this_:rr: 'I is inWnded solely for the use ot the person • '• .h.t . :f: • •
contain conf;dentc<•.'.. ..icr priri'yged material.If you are not the intended rr•'`:. ant of this message or the individual cf•-:': i..• _-mail • . .. •
ieet0I.ont,you nc?: ..1 tl�a any use.review.ie transmission.dis5..n.r.::�-. r.distribution.repioduction.copying or::r ..ai_ ,i.. -. ( r�:.. sn., c ..
attachments in r li& ut:•:.t,.ils message is Sn irtly prohibited.If t,u r..( i._a th. =-mall in erro,.please immediately c(r.,.., .t:.e? . ;•'•o rd
p-rmanentl_v o:'.. ..:'..t ri :r_il c.m.:it_:nd all attachments from you cr,a' '•'r c coma..:r system.Any views express;ci in,i -• f zr d
•an;ier and rr:.,,v i „r:. : :r::;rcf'..:t the views of the company.
From: Hall, Christine [matlto:[e-mail]]
Sent: Monday, April 03, 2017 12:07 PM
To: Mark Arcuri <[e-mail]>
Cc:Weaver, Cameron<cameron.weaver ncdenr.gov>
Subject: Express request Swansboro ABC Store
Mark,
Your narrative discusses this project draining to SA waters. Is it located within %2 mi of those receiving waters?
Also,which set of rules is this project attempting to apply under? The 2017 rules? Or does it have prior authorization
per 15A NCAC 02H.1001(5) effective January 1, 2017?
I will be out of the office starting tomorrow for vacation. If you could respond today,we will try to get this worked out
before I go. If not, it will likely have to wait until I get back on the 17`h
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall @ ncdenr qov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this add/e.s is subject to the
P.krti-i Carolina Public Records m .y.b disciose'd to third p"rrt as.
4

Weaver, Cameron
From: Weaver, Cameron
Sent: Monday,April 03, 2017 3:02 PM
To: Mark Arcuri; Hall, Christine
Cc: Mairs, Robb L
Subject: RE: Express request Swansboro ABC Store
Hi Mark.
You are very close to SA waters based on your stated distance and should get confirmation from Robb Mairs at DWR in
this office that your project is outside of the area with stricter requirements. You should provide him a scaled map
showing the closest point of the project area to the waters that are classified as SA, and that includes unnamed
tribs. I've copied him on this email, and he can be reached directly at 910-796-7427 or [e-mail]
Let us know of any issues.
Cameron
Cameron Weaver
Environmental Assistance Coordinator-Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7303
NCDEQ NEW WEBSITE: http://deq.nc.gov/
DEACS NEW WEBSITE: http://deq.nc.gov/about/divisions/environmental-assistance-customer-service
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Mark Arcuri [mailto:[e-mail]]
Sent: Monday,April 03, 2017 2:39 PM
To: Hall,Christine<[e-mail]>
Cc:Weaver,Cameron<[e-mail]>
Subject: RE: Express request Swansboro ABC Store
Christine,
The project border is about 0.6 miles from SA waters.
This project has no prior authorizations that I know of. Unless we have a choice, I was assuming that we are applying
under current rules.
Thank you!
Mark T.Arcuri, PE
ns:�eri OAr:i Et
GRISER TROUTMAN TANNER CONSULTING ENGINEERS
i

�l'il!I:1!IQtq!1 Fiaiciit'1 �'-'illl•l.:t;,
f'r,k;'ilt(_c Av.r ur.f•wt`
Jydm!ngton.NC'28.403
F' 910.39'.2929 L
rta!i [e-mail]
-e www.cttenqineerinq.com
C1NF!DEN"i'': i IV NOTE.:Tile information tr.t nsa.:k..:-.I:.r 1 en:.'t a with this !natl! in1.r>ncled sole; t:._u.,a of t:i_perior;ot entity to wh:,;r it :cr_•"
cc itai conic... rti<.:cod.or prr:ileged m:"cri..'.h i" int.,odc J recipient ot this n10SF.:;'• or'f i 9:...!.spur ih;•,for doliv.
rt—cipientt,ye'..'r l' reby notified that:nt u. .r 36: r. is:.ir ;ion.dissemination.distribution.le; .: : n.COI;;11g c any action taken<' is c• ..l;c'
,I.ttactimentc•in reliance upon this mess..; :,i. ...r-;t:, p'. d.",;.a received this •mail in error.I cnm.d:,'C ly coi.tait the sender or .'ntit.,'
p,rmanently c;:' t- th> original n--. oni '... s,rr r•;rrr compuu!0r compute'syst .t.. ,,, e '.:pr s. .,t u,n ssag, al: c. . -
_•.nd tr and rt•_fce'ssarilw ic..' : t r.- c:'_. c „ ..n.
From: Hall, Christine [mailto:Christine.Hali cuncdenr.gov
Sent: Monday, April 03, 2017 12:07 PM
To: Mark Arcuri <marcuri@ctten ineering.com>
Cc:Weaver, Cameron<cameron_v.teav �rC ncdenr ov>
Subject: Express request Swansboro ABC Store
Mark,
Your narrative discusses this project draining to SA waters. Is it located within % mi of those receiving waters?
Also,which set of rules is this project attempting to apply under? The 2017 rules? Or does it have prior authorization
per 15A NCAC 02H.1001(5) effective January 1, 2017?
I will be out of the office starting tomorrow for vacation. If you could respond today,we will try to get this worked out
before I go. If not, it will likely have to wait until I get back on the 17th
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christi_ne.hall(Pncdenr_gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email c:or es7 'S1dei i crici ii om this,dJrc'SS is SG=bj .Jt f.-)the
Nor:; C-roltla r''tVtc, Records Law end;ray ?diSciC E:"1 to. ;zips.
2

Hall, Christine
From: Hall, Christine
Sent: Monday,April 03, 2017 12:07 PM
To: Arcuri, Mark
Cc: Weaver, Cameron
Subject: Express request Swansboro ABC Store
Mark,
Your narrative discusses this project draining to SA waters. Is it located within% mi of those receiving waters?
Also,which set of rules is this project attempting to apply under? The 2017 rules? Or does it have prior authorization
per 15A NCAC 02H.1001(5)effective January 1, 2017?
I will be out of the office starting tomorrow for vacation. If you could respond today,we will try to get this worked out
before I go. If not, it will likely have to wait until I get back on the 17th
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
r thi14.4 t. 't:
Omit Corp.t,pof .:e 11 e Ea rii from this E...2411464 1s tO the
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... ic; v�r:�;/ice--�r�: •-'i:ref��C-f:���:I i..J 1::.� ':'� ,1:. .S third a ]tom
1

For DEQ Use ONLY
Reviewer.
North Carolina Department of Environmental Quality
Request for Express Permit Review Submit
Time:
Corm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
Provided Existing Permits
• Asheville Region-Alison Davidson 828-296-4698;alison.davidsonOncdenr.gov related to this Project
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.lee(a7ncdenr.gov
• Mooresville or Winston Salem-Marcia Allocco 704-235-2107;marcia.allocco(d ncdenr.gov SW
• Washington Region-Lyn Hardison 252-948-3842 orlyn.hardisonncdenr.gov S`�t.
Wilmington Region-Cameron Weaver 910-796-7303 or cameron.weaverta7ncdenr.gov N
• NM ES
N'DES
NOTE:Project application received after 12 noon will be stamped in the following work day. tiVr
Project Name:SWANSBORO ABC LIQUOR STORE County:ONSLOW WQ
Applicant: NETA GRADY Company:ONSLOW COUNTY ABC BOARD E :S
Address:485 CENTER STREET City:JACKSONVILLE,State: NC Zip:28546- E&S__
Other
•'her
Phone:[phone], Fax: -_ ,Email: [e-mail] --
Physical Location:1055 WEST CORBETT AVENUE,SWANSBORO,NC 28584
Project Drains into CARTWHEEL BRANCH waters—Water classification SA;HQW(DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within'/z mile and draining to class SA waters NL or within 1 mile
and draining to class HQW waters?Y
Engineer/Consultant:MARK T.ARCURI Company:CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Address:3809 PEACHTREE AVENUE,SUITE 102 City:WILMINGTON,State:NC Zip:28403-
Phone:[phone], Fax:[phone],Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY El DWR, El DCM, ❑DEMLR, El OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
El 401 Unit ❑Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification El Isolated Wetland( linear ft or acres)
El Riparian Buffer Authorization ❑Minor Variance El Major General Variance
®State Stormwater El General ❑SFR, ❑ SFR<1 ac. El Bkhd&Bt Rmp, El Clear&Grub, El Utility El Other
El Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales El Off-site[SW (Provide permit#)]
®High Density-Detention Pond 1#Treatment Systems El High Density-Infiltration _#Treatment Systems
El High Density-Bio-Retention _#Treatment Systems El High Density—SW Wetlands _#Treatment Systems
❑High Density-Other #Treatment Systems/❑MOD:❑Major El Minor❑Plan Revision❑Redev.Exclusion SW (Provide permit#)
El Coastal Management El Excavation&Fill ['Bridges&Culverts El Structures Information
❑Upland Development ❑Marina Development El Urban Waterfront
❑Land Quality El Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# &Amt. (for DEQ use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site®Yes El No Buffer Impacts: ®No El YES: _acre(s)
Wetlands Delineation has been completed:®Yes El No Isolated wetland on Property®Yes El No
US ACOE Approval of Delineation completed:Z Yes❑No 404 Application in Process wi US ALOE:. ❑Yes ❑ No Permit
Received from US ACOE®Yes El No
_..._..........................._For DEQ use only...——......._..
Fee Split for multiple permits:(Check# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(El Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS $ Stream Deter,_ $
NCDEQ EXPRESS March 2016

For DEQ Use ONLY
Reviewer:
North Carolina Department of Environmental Quality Submit
Request for Express Permit Review
Time
Confirm
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
Asheville Region-Alison Davidson 828-296-4698;alison.davidson(d)ncderrgov relPr ted t Existing Permits
• related to this Project
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.lee(dncdenrgov
• Mooresville or Winston Salem-Marcia Allocco 704-235-2107;marcia.allocco.rancdenr.gov S.
enr.govnc son y
Washington Region-Lyn Hardison 252-948-3842 or ln.hardind
e
• Wilmington Region-Cameron Weaver 910-796-7303 or cameron.weaver(d ncdenr.gov NPDES
NOTE:Project application received after 12 noon will be stamped in the following work day. d''DES
'iQ
Project Name: SWANSBORO ABC LIQUOR STORE County:ONSLOW
Applicant:NETA GRADY Company:ONSLOW COUNTY ABC BOARD E&S
Address:485 CENTER STREET City:JACKSONVILLE,State:NC Zip:28546- E&S
Phone:[phone].Fax:__ ,Email:[e-mail] Other
Physical Location:1055 WEST CORBETT AVENUE,SWANSBORO,NC 28584
Project Drains into HALLS CREEK waters—Water classification SA;HQW(DWR Surface Water ClassificationsL' ,p)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within'/2 mile and draining to class SA waters Y.or within 1 mile
and draining to class HQW waters?Y
EngineerlConsultant: MARK T.ARCURI Company:CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Address:3809 PEACHTREE AVENUE,SUITE 102 City:WILMINGTON,State:NC Zip:28403-_
Phone:[phone],Fax:[phone],Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$ # JOBS �g�)�l
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY ❑DWR,El DCM, ❑DEMLR,El OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑Intermittent/Perennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification El Isolated Wetland( linear ft or_acres)
❑Riparian Buffer Authorization El Minor Variance El Major General Variance
State Stormwater El General ❑SFR, El SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑Utility El Other
❑Low Density El Low Density-Curb&Gutter #Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
Bj High Density-Detention Pond 1#Treatment Systems El High Density-Infiltration _#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems El High Density—SW Wetlands _#Treatment Systems
El High Density-Other _#Treatment Systems/❑MCD:❑Major[1 Minor[]Plan R vision[I Raley.Exclusion SW (Pro:de permit#)
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Marina Development ❑ Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with acres to be disturbed. (CK# &Amt. (for DEQ use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopinq and express meeting request)
Wetlands on Site®Yes El No Buffer Impacts:® No❑YES: _acre(s)
Wetlands Delineation has been completed:®Yes El No Isolated wetland on Property®Yes El No
US ACOE Approval of Delineation completed: Z Yes El Nn 404 Application in Process wl US ACOE: ❑Yes ❑ No Permit
Received from US ACOE'Z'Yes❑No
-n DL:Q usi only
Fee Split for multiple permits:(Check# ) Total Fee Amount$_
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(0 HD,❑LD,El Gen) $ 401: $
LQS $ i Stream Deter,_ $
NCDEQ EXPRESS March 2016

Weaver, Cameron
From: Mark Arcuri <[e-mail]>
Sent: Thursday, March 30, 2017 5:09 PM
To: Weaver, Cameron
Cc: Philip Humphrey;Charles Riggs; Neta L Grady
Subject: SWANSBORO ABC LIQUOR STORE - Request for Express Stormwater Review
Attachments: Request for Express.pdf; SHWT Report small.pdf; Site Plan with vicinity map-pdf; Storm
Narrative.pdf; Corps NW39 Permit.pdf
Cameron, on behalf of the Onslow County ABC Board,see attached request for express stormwater review. Pease let us
know if this project qualifies for express review, and if so, of your earliest possible review date. Thank you.
Mark T. Arcuri, PE
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
ifl 10 :T�•.nn'
[e-mail]
www.cttengineerinci.com
H
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STORMWATER NARRATIVE IN NCDEQ PREFERRED FORMAT
1. General Information
a. The name of project is Swansboro ABC Liquor Store.
b. Project address is 1055 West Corbett Avenue, Swansboro, Onslow County.
c. 3.16 acres in tract
d. 1.5 acres being disturbed
e. Acres in wetlands
1. Wetlands have been delineated &signed-off by The Corps.
2. 0.078 ac wetland impact has been permitted by the Corps. See permit attached.
f. The Onslow County ABC Board does not appear to be listed on the NC Secretary of
State Web Site
g. Description of development proposal is a state funded liquor store.
1. No previous or existing permits known other than wetland impact listed above.
2. Tax parcel ID Number 025739
h. We are not requesting credit for any Pre-1988 Built Upon Area.
i. Phase 1 will be the portion near Highway 24, including the building, associated
parking, and the stormwater pond west of the building. Phase 2 will include truck
and trailer parking and another stormwater pond west of said trailer parking. Phase
2 will be shown in concept only, but will not be fully designed or permitted.
j. A sanitary sewer pump station and a potable water service will be provided and will
connect to existing ONWASA mains in the Highway 24 Right of Way.
k. There are no known historic sites on the property. This project will be funded with
public money.
I. There are no known non-compliance issues with any DEQ Agencies
2. Stormwater Information
a. White Oak River Basin, Halls Creek Stream,SA; HQW, Index Number 19-41-16-3.
b. Stormwater Design proposed is High Density Commercial State Stormwater. Town of
Swansboro does not have a Phase 2 Stormwater program.
c. Phase 1 area will be approximately 75% impervious.
d. There will be one wet detention basin in phase 1. Stormwater will be collected in
inlet and conveyed with RCP storm pipe.
e. It is the intent that all built upon area will be collected. If the site needs to be raised
by grading, a minor amount may need to discharge to Highway 24.
f. This project is not affected by CAMA buffers and State River Buffers.
g. This site does not have any Coastal Management Areas of Environmental Concern.
h. Off-Site Runoff will be routed around the site. Off-site runoff will not be allowed into
the proposed BMP.
i. Road construction across other properties is not necessary to access this project.
j. ECS performed an on-site evaluation of the soils on January 23, 2017.
Determination of infiltration rates was attempted at both the Phase 1 and Phase 2
stormwater treatment locations; however both locations revealed substandard rates,
so they are not conducive to infiltration. Seasonal high water tables were determined
to be between 22 and 24 inches. See attached report.

STORMWATER NARRATIVE
Project:
Swansboro ABC Liquor Store
Location:
1055 West Corbett Avenue
Swansboro, North Carolina 28584
Prepared for:
Onslow county ABC Board
485 Center Street
Jacksonville, NC 28546
eCRISER
TROUTMAN
TANNER
Prepared by:
Mark T. Arcuri, PE
Criser Troutman Tanner Consulting Engineers
3809 Peachtree Avenue
Suite 102
Wilmington, NC 28403
March 30, 2017
Firm License No. F0113
C&T Job 7910

ECS SOUTHEAST, LLP „Se Stancia,ff Szz-
'C_•o l truct!o•• Mvt�`icf. • E _ • .
•
January 24, 2017
Ms. Neta Grady
Onslow County ABC Board
485 Center Street
Jacksonville, North Carolina 28403
Reference: Report of Seasonal High Water Table Estimation and Infiltration Testing
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
Dear Ms. Grady:
ECS Southeast, LLP (ECS) recently conducted a seasonal high water table (SHWT) estimation
and infiltration testing within the stormwater best management practice (BMP) area(s) at the
ABC Store site at 1055 West Corbett Avenue in Swansboro, Onslow County, North Carolina.
This letter, with attachments, is the report of our testing.
Field Testing
On January 23, 2017, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations shown on the attached Boring Location Plan (Figure 1).
ECS located the borings using GPS equipment. The purpose of this exploration was to obtain
subsurface information of the in situ soils for the stormwater BMP area(s). ECS explored the
subsurface soil and groundwater conditions by advancing one hand auger boring into the
existing ground surface at each of the requested boring locations. ECS visually classified the
subsurface soils and obtained representative samples of each soil type encountered. ECS also
recorded the SHWT and groundwater elevation observed at the time of the hand auger borings.
The attached Infiltration Testing Form provides a summary of the subsurface conditions
encountered at the hand auger boring locations.
The SHWT and groundwater elevation was estimated at the boring locations below the existing
grade elevation. A summary of the findings are as follows:
Location SHWT Groundwater
B-1 16 inches 24 inches
B-2 18 inches 22 inches
ECS has conducted two infiltration tests utilizing a compact constant head permeameter near
the hand auger borings in order to estimate the infiltration rate for the subsurface soils.
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon. Tests in clayey conditions are conducted and calculated up to 30 minute intervals.
If an exact hydraulic conductivity is necessary for these locations, then ECS recommends
collecting samples by advancing Shelby tubes and performing laboratory permeability testing.

Report of SHV T Estimation and Infiltration Testing
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
January 24, 2017
Field Test Results
below is a summary of the infiltration test results:
Location Description Depth Inches/
hour
B-1 Gray/orange sandy CLAY 16 inches <0.001
B-2 Gray/orange sandy CLAY 10 inches <0.001
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at(910) 686-9114.
Respectfully,
ECS SOUTHEAST, LLP
K. Brooks Wall W. Brandon Fulton, PSC, PWS, LSS
Project Manager Environmental Department Manager
bwall(c�ecslimited.com bfultone.ecslimited.com
910-686-9114 704-525-5152
Attachments: Figure 1 - Boring Location Plan
Infiltration Testing Form
ASFE Document
2

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( APPROXIMATE BORING LOCATIONS
r1
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SCALE SHOWN ABOVE
s
Swansboro ABC Store t
I Swansboro, New Hanover County, Figure 1—Boring Location Plan
,r'
North Carolina � -
k� �.. ,` • ..11 Provided by: Google Earth and
ECS Project#49.3792 . ) Charles F. Riggs&Assoc.
January 23,2017
KBW l Int

Infiltration Testing Form
Swansboro ABC Store
Swansboro, Onslow County, North Carolina
ECS Project No. 49.3792
January 23, 2017
Location Depth USCS Soil Description
B-1 0-16" SM Black silty SAND
16"-36" CL Gray/orange sandy CLAY
Seasonal High Water Table was estimated to be at 16 inches below the
existing grade elevation.
Groundwater was encountered at 24 inches below the existing grade
elevation.
Test was conducted at 16 inches below existing grade elevation
Infiltration Rate: <0.001 inches per hour
Location Depth USCS Soil Description
B-2 0-6" SM Black silty SAND
6"-36" CL Gray/orange sandy CLAY
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation.
Groundwater was encountered at 22 inches below the existing grade
elevation.
Test was conducted at 10 inches below existing grade elevation
Infiltration Rate: <0.001 inches per hour

Important Information About Your
000technical Report
--)
Subsurface problems am a principal cause of construction delays, cost overruns, claims, and disputes
The following information is provided to help you manage your risks.
Geotechnical Services Are Performed for • elevation,configuration,location,orientation,or weight of the
Specific Purposes, Persons,and Projects proposed structure,
Geotechnical engineers structure their services to meet the specific needs of • composition of the design team,or
their clients.A geotechnical engineering study conducted for a civil engineer • project ownership.
may not fulfill the needs of a construction contractor or even another civil
engineer.Because each geotechnical engineering study is unique,each geo- As a general rule, always inform your geotechnical engineer of project
technical engineering report is unique,prepared solelyf or the client.No one changes - even minor ones -and request an assessment of their impact.
except you should rely on your geotechnical engineering report without first Geotechnical engineers cannot accept responsibility or liability for problems
conferring with the geotechnical engineer who prepared it.And no one-not that occur because their reports do not consider developments of which they
even you-should apply the report for any purpose or project except the one were not informed.
originally contemplated.
Subsurface Conditions Can Change
Read the Full Report A geotechnical engineering report is based on conditions that existed at the
Serious problems have occurred because those relying on a geotechnical time the study was performed. Do not rely on a geotechnical engineering
engineering report did not read it all.Do not rely on an executive summary. report whose adequacy may have been affected by:the passage of time;by
Do not read selected elements only. man-made events,such as construction on or adjacent to the site;or by natu-
ral events,such as floods,earthquakes,or groundwater fluctuations.Always
A Geotechnical Engineering RReep�ort Is Based on contact the geotechnical engineer before applying the report to determine if it
A Uniqve Set of Project-Specillc Factors is still reliable.A minor amount of additional testing or analysis could prevent
Geotechnical engineers consider a number of unique,project-specific factors major problems.
when establishing the scope of a study.Typical factors include:the client's
goals,objectives,and risk management preferences;the general nature of the Most Geotechnical Fimhngs Are Professional
structure involved, its size,and configuration;the location of the structure Opinions
on the site;and other planned or existing site improvements,such as access Site exploration identifies subsurface conditions only at those points where
roads,parking lots,and underground utilities.Unless the geotechnical engi- subsurface tests are conducted or samples are taken.Geotechnical engineers
neer who conducted the study specifically indicates otherwise,do not rely on review field and laboratory data and then apply their professional judgment
a geotechnical engineering report that was: to render an opinion about subsurface conditions throughout the site.Actual
•not prepared for you, subsurface conditions may differ-sometimes significantly from those indi-
• not prepared for your project, cated in your report.Retaining the geotechnical engineer who developed your
• not prepared for the specific site explored,or report to provide construction observation is the most effective method of
•completed before important project changes were made. managing the risks associated with unanticipated conditions.
Typical changes that can erode the reliability of an existing geotechnical A Report's Recommendations Are Not Final
engineering report include those that affect: Do not overrely on the construction recommendations included in your re-
•the function of the proposed structure,as when it's changed from a port. Those recommendations are not final,because geotechnical engineers
parking garage to an office building,or from alight industrial plant develop them principally from judgment and opinion.Geotechnical engineers
to a refrigerated warehouse, can finalize their recommendations only by observing actual

I
subsurface conditions revealed during construction.The geotechnical engi- to disappointments, claims, and disputes. To help reduce the risk of such
neer who developed your report cannot assume responsibility or liability for outcomes,geotechnical engineers commonly include a variety of explanatory
the report's recommendations if that engineer does not perform construction provisions in their reports. Sometimes labeled "limitations" many of these
observation. provisions indicate where geotechnical engineers' responsibilities begin
and end,to help others recognize their own responsibilities and risks. Read
A Geotechnical Engineering Report Is Subject to these provisions closely.Ask questions.Your geotechnical engineer should
Misinterpretation respond fully and frankly.
Other design team members' misinterpretation of geotechnical engineer-
ing reports has resulted in costly problems. Lower that risk by having your Geoanvironmental Concerns Are Not Covered
geotechnical engineer confer with appropriate members of the design team The equipment, techniques, and personnel used to perform a geoenviron-
after submitting the report.Also retain your geotechnical engineer to review mental study differ significantly from those used to perform a geotechnical
pertinent elements of the design team's plans and specifications.Contractors study.For that reason,a geotechnical engineering report does not usually re-
can also misinterpret a geotechnical engineering report. Reduce that risk by late any geoenvironmental findings,conclusions,or recommendations;e.g.,
having your geotechnical engineer participate in prebid and preconstruction about the likelihood of encountering underground storage tanks or regulated
conferences,and by providing construction observation. contaminants. Unanticipated environmental problems have led to numerous
project failures.If you have not yet obtained your own geoenvironmental in-
Do Not Redraw tits Engineer's Logs formation,ask your geotechnical consultant for risk management guidance.
Geotechnical engineers prepare final boring and testing logs based upon Do not rely on an environmental report prepared for someone else.
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should Wahl Professional Assistance To Deal with Mold
never be redrawn for inclusion in architectural or other design drawings. Diverse strategies can be applied during building design,construction, op-
Only photographic or electronic reproduction is acceptable, but recognize eration,and maintenance to prevent significant amounts of mold from grow-
that separating logs from the report can elevate risk. ing on indoor surfaces.To be effective,all such strategies should be devised
for the express purpose of mold prevention,integrated into a comprehensive
Give Contractors a Complete E 4 4 and plan,and executed with diligent oversight by a professional mold prevention
Guidance consultant. Because just a small amount of water or moisture can lead to
Some owners and design professionals mistakenly believe they can make the development of severe mold infestations,a number of mold prevention.
contractors liable for unanticipated subsurface conditions by limiting what strategies focus on keeping building surfaces dry. While groundwater,wa-
they provide for bid preparation.To help prevent costly problems,give con- ter infiltration, and similar issues may have been addressed as part of the
tractors the complete geotechnical engineering report,lout preface it with a geotechnical engineering study whose findings are conveyed in-this report,
clearly written letter of transmittal.In that letter,advise contractors that the the geotechnical engineer in charge of this project is not a mold prevention
report was not prepared for purposes of bid development and that the report's consultant; none of the services performed in connection with
accuracy is limited;encourage them to confer with the geotechnical engineer the geotechnical engineer's study were designed or conducted
who prepared the report(a modest fee may be required)and/or to conduct ad- for the purpose of mold prevention.Proper implementation of
ditional study to obtain the specific types of information they need or prefer. the recommendations conveyed in this report will not of itself
A prebid conference can also be valuable.Be sure contractors have sufficient he sufficient to prevent mold from growing in or on the struc-
time to perform additional study.Only then might you be in a position to give ture involved.
contractors the best information available to you,while requiring them to at
least share some of the financial responsibilities stemming from unantici- Rely on Your ASFE-Member Geotechnical
pated conditions. Engineer For Additional Assistance
Membership in ASFE/The Best People on Earth exposes geotechnical engi-
Read Responsibility Provisions Closely neers to a wide array of risk management techniques that can be of genuine
Some clients,design professionals,and contractors do not recognize that benefit for everyone involved with a construction project. Confer with your
geotechnical engineering is far less exact than other engineering disciplines. ASFE-member geotechnical engineer for more information.
This lack of understanding has created unrealistic expectations that have led
ASFE E
The Bent People on Earth
8811 Colesville Road/Suite G106,Silver Spring,MD 20910
Telephone:'301/565-2733 Facsimile:301/589-2017
e-mail:[e-mail] www.asfe.org
Copyright2004 by ASFE,Inc.Duplication,reproduction,or copying of this document,in whole or in part,by any means whatsoever,is strictly prohibited,except with ASFB specific
written permission.Excerpting,quoting,or otherwise extracting wording from this document is permitted only with the express written permission of ASFE,and only for purposes
of scholarly research or book review.Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report.Any other firm,
individual,or other entity that so uses this document without being anASFE member could be committing negligent or intentional(fraudulent)misrepresentation.
IIGER06045.0M

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2016-01930 County: Onslow U.S.G.S.Quad:NC-HUBERT
GENERAL PERMIT(REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Onslow County ABC Board Agent: Kim Williams
Ms.Neta Grady Land Management Grouts Inc
409 Center Street 3805 Wrightsville Avenue,Suite 15
Jacksonville,NC 28546
Size(acres) 3.1 Nearest.Town Swansboro
Nearest Waterway Cartwheel Branch River Basin Onslow Bay
USGS HUC 03020301 Coordinates Latitude:34.6998607815351
Longitude:-77.1465299041753
Location description: The project area is located at 1071 Corbett Avenue,Onslow County,North Carolina.
Description of projects area and activity:This NWP 39 verification authorizes permanent impacts to 0.078 acre of non-riparian
wetlands for the construction of an ABC store and its associated parking,access and stormwater facilities. The remaining
wetlands onsite are not to be filled or disturbed by construction activities.
Applicable Law: El Section 404(Clean Water Act,33 USC 1344)
El Sections 10(Rivers and Harbors Act.33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number:39
SEE ATTACHED RGP or NWP GENERAL,REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 12/14/16 and additional information received
1/16/17. 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 authorization is modified,
suspended or revoked, If, prior to the expiration date identified below, the nationwide 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 permit authorization expires or is suspended,revoked,or is modified,such that the
activity would no longer comply with the twins 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 permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide 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(252)264-3901.
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 Brennan Boole at(910)251-4694 or Brenn . oolev( )usace.army.mil,
Corps Regulatoiy Official: Date: February 9.2017.
Expiration Date of Verification: March 18,2017

Action Id. SAW-2016-01930 County: Onslow
NWP 39 Special Conditions
3. Wetland and Stream Avoidance/Minimization Areas: The Permittee shall avoid the remaining onsite
wetlands,(as detailed on the attached drawings). These natural wetland/stream areas were avoided as part of
the permit application review process and therefore will not be disturbed by any dredging, filling,mechanized
land clearing, agricultural activities, or other construction work whatsoever.

Action ID Number: SAW-2016-01930 County: Onslow
Permittee: Onslow County ABC Board,Ms.Neta Grady
Project Name: 1071 Corbett Avenue Onslow County ABC Board
Date Verification Issued: February 9,2017
Project Manager:Brennan Dooley
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:Brennan Dooley
69 Darlington Avenue
Wilmington,NC 28403
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 CIass 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 Per.mittee Date

Determination of Jurisdiction:
A. ❑ There are waters,including wetlands, on the above described project area that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC§ 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403).This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part
331). However,you may request an approved JD,which is an appealable action,by contacting the Corps district for further
instruction. Please note,if work is authorized by either a general or nationwide permit,and you wish to request an appeal of an
approved JD,the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403)and Section 404 of the Clean Water Act(CWA)(33 USC§
1344). Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. There are waters,including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act(CWA.)(33 USC§ 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action, Please reference
jurisdictional determination issued . Action ID:SAW-
Basis For Determination: The project area meets the criteria as described in the.1987 Corps Wetland
Delineation Manual and is adjacent to Cartwheel Branch. The approved jurisdictional determination form Is attached.
Remarks: A survey accurately depicting the wetland boundary within the project area is attached and signed,dated
2/9/17.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps'Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the.Natural Resources Conservation Service,prior to starting work.
F. Appeals information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site, If you object to this
determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed.you will find a
Notification of Appeal Process(NAP)fact sheet and request for appeal(RFA)form. If you.request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW,Room 10M 15
Atlanta,Georgia 30303-8801
Phone:[phone]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by 4/9/17.

**It is not necessary to submit an RFA form to e Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: q1/4-_—
Eric Reusch
Date of JD; February 9,2017
Expiration Date of ID: February 9,2022
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 our Customer Satisfaction Survey, located online at
ltttj:''co i?smdnu,usaee.army.rni.Ltem ape./f p==.i36:4:0.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Onslow County ABC Board,Ms.Nets File Number:SAW-2016-01930 IDa February 9,Feb 9,2017
Gra_dy,
Attached is: See Section below
❑ INITIAL PROFFERED PERMIT(Standard Permit or Letter of permission) A
❑ PROFFERED PERMIT(Standard Permit or Letter of permission) B
❑ PERMIT DENIAL C
® APPROVED JURISDICTIONAL DETERMINATION D
❑I PRELIMINARY JURISDICTIONAL DETERMINATION
e
SECTION I-The following identifies your rights and options regarding an administrative appeal of the above decision.
. Additional information may be found at:,_it*:'tti,t IV.AMC artny.M issiorr.`C'ivri'L
or Corps regulations at 33 CFR Part 331.
A: INTTIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all
rights to appeal the permit,including its terms and conditions,and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request
that the permit be modified accordingly.You must complete Section II of this form and return the form to the district
engineer, Your objections must be received by the district engineer within 60 days of the date of this notice,or you will.
forfeit your right to appeal the permit in the future. Upon receipt of your letter,the district engineer will evaluate your
objections and.may: (a)modify the permit to address all of your concerns,(b)modify the permit to address some of your
objections,or(c)not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections,the district engineer will send you a proffered permit for your reconsideration,as indicated in
Section 13 below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization, if you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all
rights to appeal the permit,including its terms and conditions,and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety,and waive all rights to appeal the approved JD,
• APPEAL: if you disagree with the approved JD,you may appeal the approved 3D under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

•
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish,you may request an approved JD(which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II-REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION:The appeal is limited to a review of the administrative record,the Corps memorandum for the
record ofthe appeal conference or meeting,and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However,you may provide additional information to clarify the location of information that is already in the administrative
record,
POINT OF CONTACT FOR QUESTIONS OR INFORMATION'
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division,Attn: Mr.Jason Steele,Administrative Appeal Review Officer
Brennan Dooley CESAD-PDO
69 Darlington Avenue U.S.Army Corps of Engineers,South Atlantic Division
Wilmington,NC 28403 60 Forsyth Street,Room 1 OM15
Atlanta,Georgia 30303-8801
Phone:[phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government
consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation,and will have the opportunity to participate in all site investi lions,
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn:Brennan Dooley,69 Darlington Avenue,Wilmington,North
Carolina 28403
For Permit denials,Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer,Commander,U.S.Army Engineer Division,South Atlantic,Attn:Mr.Jason Steele,Administrative Appeal
Officer,CFSAD-PDO,60 Forsyth Street,Room I0M15,Atlanta,Georgia 30303-8801
Phone:(404)562,5137

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S.Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION(JD):February 9,2017
B. DISTRICT OFFICE,FILE NAME,AND NUMBER:Wilmington District,1071 Corbett Avenue_Onslow County ABC Board,
SAW-2016-01930
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:North Carolina County/parish/borough:Onslow City: Swansboro
Center coordinates of site(lat/long in degree decimal format): Lat.34.69986078:15351°N,Long.77.1465299041753°W
Universal Transverse Mercator:18 303396.75 3841856.69
Name of nearest waterbody:Cartwheel Branch
Name of nearest Traditional Navigable Water(TN W)into which the aquatic resource flows:White Oak River
Name of watershed or Hydrologic Unit Code(HUC):White Oak River,03020301
®Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
❑Check if other sites(e.g.,offsite mitigation sites,disposal sites,etc...)are associated with this action and are recorded on a different
ID form:
D. REVIEW PEW ORM.ED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
❑Office(Desk)Determination. Date:
►mot Field Determination, Date(s):9/27/16
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION,
There;Are no "navigable Waters of the U.S."within Rivers and Harbors Act(RHA)jurisdiction(as defined by 33 CFR part 329)in the
review area.[Required]
(]Waters subject to the ebb and flow of the tide.
Waters are presently used,or have been used in the past,or may be susceptible for use to transport interstate or foreign commerce,
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
Therese"waters of the U.S."within Clean Water Act(CWA)jurisdiction(as defined by 33 CFR part 328)in the review area.[Required]
1.. Waters of the U.S.
a. Indicate presence of waters of U.S.in review area(check all that apply):'
❑TN Ws,including territorial seas
❑Wetlands adjacent to TNWs
❑Relatively permanent waters (RPWs)that flow directly or indirectly into TNWs
❑Non-RPWs that flow directly or indirectly into TNWs
❑Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
►I Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
❑Impoundments of jurisdictional waters
❑isolated(interstate or intrastate)waters,including isolated wetlands
b. Identify(estimate)size of waters of the U.S.in the review area:
Non-wetland waters: linear feet, wide,and/or acres.
Wetlands:0.516 acres.
c. Limits(boundaries)of jurisdiction based on: 987 Delineation Manual
Elevation of established OHWM(if known):
2. Non-regulated waters/wetlands(check if applicable):3
0 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be.not jurisdictional.
Explain:
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TN Ws
Boxes checked below shall be supported by completing the appropriate sections in Section Ill below.
2 For purposes of this form,an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least."seasonally"
(e.g.,typically 3 months).
3 Supporting documentation is presented in Section III.F.

-2-
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW,complete
Section I1T.A.1 and Section IJI.D.I.only;if the aquatic resoar-ce is a wetland adjacent to a TNW,complete Sections"ILA.]and 2
and Section IILD.I.;otherwise,see Section IILB below.
L TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is`adjacent":
B. CHARACTERISTICS OF TRIBUTARY(THAT IS NOT A TNW)AND ITS ADJACENT WETLANDS(IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands,if any,and it helps
determine whether or not the standards for jurisdiction established under Rnpnnos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWe where the tributaries are"relatively permanent
waters"(RPWs),i.e.tributaries that typically flow year-round or have continuous flow at least seasonally(e.g.,typically 3
months).A wetland that directly abuts an RPW is also jurisdictional.If the aquatic resource is not a TNW,but has year-round
(perennial)flow,skip to Section ID.D.2.If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section IILD.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation.Corps districts and
EPA regions will Include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial(and its adjacent wetlands if any)and a traditional navigable water,even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW,or a wetland directly abutting an RPW,a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW.If the tributary has adjacent wetlands,the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands.This significant nexus evaluation that combines,for
analytical purposes,the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary,or its adjacent wetlands,or both.If the JD covers a tributary with adjacent wetlands,complete Section IILB.1 for
the tributary,Section III.B.2 for any onsite wetlands,and Section III.B.3 for all wetlands adjacent to that tributary,both onsite
and offsite.The determination whether a significant nexus exists is determined in Section IILC below.
1. Characteristics of non-TNWs that flow directly or Indirectly into TNW
(i) General Area Conditions:
Watershed size:230 acres
Drainage area:230 acres
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a.) Relationship with TNW:
Tributary flows directly into TNW.
+�i Tributary flows through 41 tributaries before entering TNW.
Project waters are 2 river miles from TIdW.
Project waters are .1 2 river miles from RPW,
Project waters are ]2 aerial(straight)miles from TNW.
Project waters are 1-2 aerial(straight).miles from RPW.
Project waters cross or serve as state boundaries.Explain:No
Identify flow route to TNW3: The relevant reach for this analysis is the UT to Cartwheel Branch,from where it
begins north of Highway 24 to Its convergence with Cartwheel Branch.(see attached map). The UT flows into
Cartwheel Branch,which becomes a TNW approximately 0.6 miles downstream from its convergence with the
UT(relevant reach).
Tributary stream order,if known:1st
(b) General Tributary Characteristics(check all that anpiy):
4Note that the Instructional Guidebook contains additional information regarding swats,ditches,washes,and erosional features generally and in the add
West.
$Flow route can be described by identifying,e.g.,tributary a,which flows through the review area,to flow into tributary b,which than flows into TNW.

-3-
Tributary is: 0 Natural
❑Artificial(man-made). Explain:
®Manipulated (man-altered). Explain:The UT has been piped under Norris Road. Aside from
the road crossing the feature appears to be natural.
Tributary properties with respect to top of bank(estimate):
Average width:3-4 feet
Average depth:2-3 feet
Average side slopes:":1.
Primary tributary substrate composition(check all that apply):
Sills ®Sands ❑Concrete
❑Cobbles ❑Gravel El Muck
❑Bedrock ❑Vegetation. Type/%cover:
❑Other.Explain:
Tributary condition/stability[e.g.,highly eroding,sloughing banks]. Explain:relatively stable
Presence of run/riffle/pool complexes. Explain:
Tributary geometry;Mennderutg
Tributary gradient(approximate average slope):3%
(c) Flow:
Tributary provides for:perennial
Estimate average number of flow events in review area/year:20(or greater)
Describe flow regime:Perennial
Other information on duration and volume:The UT shows up on the USGS Tope as a perennial blue line stream.
The watershed size is approximately 230 acres.
Surface flow is:Confined. Characteristics:Confined to banks of the UT.
Subsurface flow:Unknown. Explain findings:
❑Dye(or other)test performed:
Tributary has(check all that apply):
❑Bed and banks
Cs OHWM6(cheek all indicators that apply):
ti clear,natural line impressed on the bank El the presence of litter and debris
110 changes in the character of soil ❑destruction of terrestrial vegetation
C. shelving ®the presence of wrack line
E vegetation matted down,bent,or absent ❑sediment sorting
►I leaf litter disturbed or washed away ®scour
FBI sediment deposition ❑multiple observed or predicted flow events
®water staining CI abrupt change in plant community
❑other(list):
❑Discontinuous OHWM 7 Explain:.
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction(check all that apply):
❑High Tide Line indicated by: ❑Mean High Water Mark indicated by:
❑oil or scum line along shore objects ❑survey to available datum;
❑fine shell or debris deposits(foreshore) ❑physical markings;
❑physical markings/characteristics []vegetation lines/changes in vegetation types.
❑tidal gauges
❑other(list):
(iii) Chemical Characteristics:
Characterize tributary(e.g.,water color is clear,discolored,oily film.;water quality;general watershed characteristics,etc.).
Explain:
Identify specific pollutants,if known:nutrients,pollutants and sediment from surrounding development.
(iv) Biological Characteristics: Channel supports(check all that apply):
C Riparian corridor. Characteristics(type,average width):20'
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction(e.g.,where the stream temporarily flows underground,or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OFIWM that is unrelated to the waterbody's flow
regime(c,g.,flow over a rock outcrop or through a culvert),the agencies will look for indicators of flow above and below the break
?Ibid. •

-4•
®Wetland fringe. Characteristics:approximately 10 acres of wetlands are directly abutting the relevant reach of the
UT.
...I Habitat for.
l Federally Listed species. Explain findings:
®Fish/spawn areas. Explain findings:Based on perennial flow and connection to tidal waters,the relevant reach
provides suitable habitat for fish.
[�Other environmental.Iy:sensitive species. Explain findings:
®Aquatic/wildtife diversity. Explain findings:Based on perennial flow,abutting riparian wetlands,and connection to
tidal waters,the relevant reach provides suitable habitat for amphibians and birds.
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size:0.516 acres
Wetland type. Explain:PFO
Wetland quality. Explain:low quality,site has been manipulated
Project wetlands cross or serve as state boundaries.Explain;No,wetlands are entirely in NC.
(b) General Flow Relationship with Non-TNW:
Flow is:Ephemeral flow Explain:Observed drainage patterns leaving the site based on aerial imagery.A culvert
is present and carries flow from the wetland to the relevant reach,
Surface flow is:Discrete and confisned.
Characteristics:
Subsurface flow:Unlniown. Explain findings:
❑Dye(or other)test performed:
tc) Wetland Adjacency Determination with Non-TNW:
❑Directly abutting
►�1 Not directly abutting
rat Discrete wetland hydrologic connection. Explain:The wetland in the review area leaves the site through a
culvert.that flows into a roadside ditch that is partially piped which then flows under Highway 24 into a
�-y UT of Cartwheel Branch,which becomes a TNW(see attached maps).
0 Ecological connection, Explain:
0 Separated by berm/bawler. Explain:
(d) Proximity(Relationship)to TNW
Project wetlands are'1-2 river miles from TNW.
Project waters are 4-2 aerial(straight)miles from TNW,
Flow is from:Wetland to navigable waters.
Estimate approximate location of wetland as within the 100.500-year floodplain.
(ii) Chemical Characteristics:
Characterize wetland system(e.g.,watet color is clear,brown,oil film on surface;water quality;general watershed
characteristics;etc.). Explain:The watershed is forested with some commercial and residential development scattered
throughout.Water color is clear.
Identify specific pollutants,if known:
(ill) Biological Characteristics. Wetland supports(check all that apply):
Q Riparian buffer. Characteristics(type,average width):
El Vegetation type/percent corer. Explain:Pious taeda(10%),Ligustrum sineuse(100°%)
Habitat for:
0 Federally Listed species. Explain findings:
❑Fish/spawn areas.Explain findings:
Other environmentally-sensitive species. Explain findings:
RI Aquatic/wildlife diversity. Explain findings:Provides habitat for small mammals,amphibians and birds.
3. Characteristics of all wetlands adjacent to the tributary(ifany)
All wetland(s)being considered.in the cumulative analysis:B
Approximately 11 acres in total are being considered in the cumulative analysis.
For each wetland,specify the following:

- 5-
Directly abuts?(Y/N) Size(in acres) I)irectly_abuts?(Y/N) Size(in acres)
N 0.516(ansite)
y 10(offsite)
Summarize overall biological,chemical and physical functions being performed:According to NWI data there are two
other adjacent wetlands within the watershed of the relevant reach.Wetland is in the flowpath of runoff from
surrounding development. As such these wetlands provide habitat,remove nitrogen through anerobic processes and
provides areas for sediment to collect prior to reaching Cartwheel Branch.
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical,physical,and biological integrity
of a TNW. For each of the following situations,a significant nexus exists if the tributary,in combination with all of its adjacent
wetlands,has more than a speculative or insubstantial effect on the chemical,physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include,but are not limited to the volume,duration,and frequency of the flow
of water in the tributary and its proximity to a TNW,and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance(e.g.between a
tributary and its adjacent wetland or between a tributary and the TNW).Similarly,the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW,as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook.Factors to consider include,for example:
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to catty pollutants or flood waters to
TNWs,or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),provide habitat and lifecycle support functions for fish and
other species,such as feeding,nesting,spawning,or rearing young for species that are present in the TNW?
• Does the tributary,in combination with its adjacent wetlands(if any),have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
* Does the tributary,in combination with its adjacent wetlands(if any),have other relationships to the physical,chemical,or
biological integrity of the TNW?
Note:the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below,based on the tributary itself;then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands,where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below,based on the tributary in combination with all of its
adjacent wetlands,then go to Section IILD:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW.Explain findings of
presence or absence of significant nexus below,based on the tributary in combination with all of its adjacent wetlands,then
•
go to Section IILD:
The tributary(relevant reach)in combination with the onsitc wetland and the similarly situated wetlands are collectively
performing functions consistent with the following:Biological:The tributary and its adjacent wetlands are essential in providing
organic carbon and nutrients in the form of their collective primary productivity to downstream waters,resulting in the nourishment
of downstream foodwebs.Chemical:The tributary and its wetlands arc providing important collective functions of removal of
excess nutrients which are contributed by runoff from surrounding uplands,reducing nitrogen and phosphorus loading downstream
and effectively preventing oxygen depletion.Physical:The tributary and its wetlands are performing flow maintenance functions,
including retaining runoff inflow and storing rain water temporarily.Flow maintenance results in the reduction of downstream peak
flows,helping to maintain seasonal flow volumes.The tributary and its wetlands have the capacity to carry pollutants and flood
waters to the TNW.Based on the collective functions described above and their importance to the biological,chemical and physical
integrity of the TNW(Cartwheel Branch),it has been determined that there is a significant nexus between the onsite wetland,the
tributary(relevant reach)and its similarly situated wetlands and the downstream TNW.
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS.THE SUBJECT WATERS/WETLANDS ARE(CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
❑TNWs: linear feet, wide,Or acres.

-6-
❑Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
©Tributaries of TNWs where tributaries typically flow year-round are jurisdictional.Provide data and rationale indicating that
tributary is perennial:
O Tributaries of TNW where tributaries have continuous flow"seasonally"(e.g.,typically three months each year)are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑Tributary waters: linear feel wide.
Q Other non-wetland waters: acres.
Identify type(s)ofwaters:
3. Non-RPWss that flow directly or indirectly into TNWs.
❑Wateibody that is not a TNW or an RPW,but flows directly or indirectly into a TNW,and it has a significant nexus with a
TNW is jurisdictional.Data supporting this conclusion is provided at Section II1.C•
Provide estimates for jutisdichunal waters within the review area.(check all that apply):
[]Tributary waters: linear feet, wide.
0 Other non-wetland waters: acres.
Identify type(s)of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly Into TNWs.
❑Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
,0 Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that
tributary is perennial in Section III.D.2,above.Provide rationale indicating that wetland is directly abutting an RPW:
❑Wetlands directly abutting an RPW where tributaries typically flow"seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale hi Section III.D.2,above.Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
►:(Wetlands that do not directly abut as RPW,but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands,have a significant nexus with a TNW are jurisidictional.Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates tirr jurisdictional wetlands in the review area:0.516 acres, •
6. Wetlands adjacent to non--RPWs that flow directly or Indirectly into TNWs.
❑Wetlands adjacent to such waters,and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands,have a significant nexus with a TN W are jurisdictional.Data supporting this
conclusion is provided at Section lll.C.
Provide estimates for jug isdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule,the impoundment of a jurisdictional tributary remains jurisdictional.
❑Demonstrate that impoundment was created from"waters of the U.S.,"or
[I Demonstrate that water meets the criteria for one of the categories presented.above(1-6),or
❑Demonstrate that water is isolated with a nexus to commerce(see E below).
E. ISOLATED[INTERSTATE QR INTRA-STATE]WATERS,INCLUDING ISOLATED WETLANDS,THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE,INCLUDING ANY
KCR WATERS(CRECK ALL THAT APPLY_):t0
[]which are or could be used by interstate or foreign travellers for recreational or other purposes.
®see Footnote#3.
Ta complete the analysis tofer to the key in Section Ill.D.6 of the Instructional Guidebook.
1R Prior to asserting or declining CWA jurisdiction based solely on this category,Corps District%will elevate the action to Corps and CPA IIQ for
review consistent with the process described in the Carps/EPA MeutnrwrdumRegarding OVA Act Jurisdlcdan Following Rtrpano.t.

-7-
❑from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
❑which are or could be used for industrial purposes by industries in interstate commerce.
❑Interstate isolated waters. Explain:
0 Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area(check all that apply):
❑Tributary waters: linear feet, wide.
❑Other non-wetland waters: acres.
Identify type(s)of waters:
❑Wetlands: acmes.
F. NON-JURISDICTIONAL WATERS,INCLUDING WETLANDS(CHECK ALL THAT APPLY):
❑If potential wetlands were assessed within the review area,these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
❑Review area included isolated waters with no substantial nexus to interstate(or foreign)commerce,
0 Prior to the Jan 2001 Supreme Court decision in"SWANCC,"the review area would have been regulated based solely on the
"Migratory Bird Rule"(MBR).
❑Waters do not meet the"Significant Nexus"standard,where such a finding is required for jurisdiction. Explain:
❑Other:(explain,if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area,where the sole potential basis of juris.diction is the MBR
factors(i.e.,presence of migratory birds,presence of endangered species,use of water for irrigated agriculture),using best professional
judgment(check all that apply):
'❑Non-wetland waters(i.e.,rivers,streams): linear feet, wide.
❑Lakes/ponds: acres,
❑Other non-wetland waters: acres.List type of aquatic resource:
❑Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the"Significant Nexus"standard,where such
a finding is required for jurisdiction(check all that apply):
El Non-wetland waters(i.e.,rivers,streams): linear feet, wide.
❑Lakes/ponds: acres.
❑Other non-wetland waters: acres. List type of aquatic resource:
❑Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD(check all that apply—checked items shall be included in case file and,where checked
and requested,appropriately reference sources below):
ict Maps,plans,plots or plat submitted by or on behalf of the applicant/consultant
El Data sheets prepared/submitted by or on behalf of the applicant/consultant.
e.4 Office concurs with data sheets/delineation report.
❑Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters'study:
❑ U.S.Geological Survey Hydrologic Atlas:
❑USGS NHD data.
❑USGS S and 12 digit HUC maps.
® U.S.Geological Survey map(s).Cite scale&quad name:I:24K;NC-HUBERT
r..1 USDA Natural Resources Conservation Service Soil Survey.Citation:NRCS Soil Survey
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100=year Flood lain Elevation is: (National Geodectic Vertical Datum of 1929)
!..? Photographs:Ell Aerial(Name&Date):1998 NAPP and 2012 NC ONE Map
or❑Other(Name&Date):
❑ Previous determination(s). File no,and date of response letter:
❑ Applicable/supporting case law:
❑ Applicable/supporting scientific literature:
El Other information(please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

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