SW8130913_Historical File_20201013

Burd, Tina J
From: Burd, Tina J
Sent: Thursday, August 6, 2020 8:45 AM
To: [e-mail]; Jonathan McDaniel
Subject: SW8 130913 - Stevenson Chevy Swansboro
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Minor Modification Application for the subject project on July 27, 2020. The project has been
assigned to Garrett Zorda and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
f D__ _0 - " - AJ
7-S'sJ
;r/rain � this addresv, s subjeci to the
E..a1N and may be drscfosed to '.bird Parties.

Application Completeness Review Checklist (Non-Transfersj - Short Version
Project Name: 7rE VZ, C V Y �uj ;s a("'r Date De'ivered to `,h'IRO:
Project CountyjLocation: d t.s.�; 'laSv ��� BIMS Received/Accented Date: r r --
2008 Coastal 1995 Coasta: BIMS ACRnowiedged Date':
Rule(s): 02017 Coastal
Phase 11 ElUn.iv,ersa! ❑1988 Coastal
Permit Action: view
Major Mod Inor Moc 1 Renew2l
Permit Type: 'HD/ LD / :'J Ouerali HD &LD Combo
General Permit / Offshe 1 Exernm Rescission
Development Type: Commercial esidentiai / Othe?
Subdivided?: Subdivision or n €e Lo
Permittee Type & Documents Needed:
�Proraerty Owner(s.+ MPurchasep Lessee
ElViabie7 EViabiey E]Viabie7
�Deed 1:1-Purchase Agmt Lease
17Not Subdivided: Deed
E]Subdivi, ion: Common Area Geed
New Permit #i`:
� Existing Permit #: .S i Jc5 f
Expnation Date': 0 f 11/Zo Z j
L_J 011site to SW8:
01-ot is in master Permit?
F1PE Cert on ile?
F1HOA Developer
E]Viabie? ®Vianie?
MEiection M=nutes
Paperwork
®Application
Fee: M$505 (within 6mo) Check#E(s): _ �No Fee
FISu pplement2 (I new form or for older farms. 1 original per SCM)
FIO&M`
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided`
Project Narrative
USGS Map (or on file?) Subject to SA?: N Subject to ORW?: Y9
Plans (2 Sets)
PE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
Enter BIMS Acknowledged Date on this Sheet
For New Projects -Enter New oermit # on Supplements & Deec Restic+sion - empiates.
3if w/in 6 months and they are requesting a mod. STOP. reeds a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME: 6Ak1kE 1 j
;a:l"�'Qll\F.ererence Li:rarylF'rcceaures\Checksists\ComoieLeness Review CnecKiis� 2o2o of 41

TO: Ms. Georgette Scott
NCDEQ - Stormwater Section
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
LETTER OF TRANSMITTAL
RECEIVED
JUL 2 7 2020
NCDEQ
WILMINGTON RO
DATE: July 22, 2020
REF: Team Chevrolet of Swansboro
Building Addition
Onslow County, NC
Stormwater Minor Modification
One (1) original and one (1) copy of the Stormwater Application Form; One (1) Stormwater Narrative, Two (2) copies
of the Plans (sheets 1 - 2 of 2), One (1) color portion of the Hubert USGS Map, and One (1) copy of the property
deed (Bk 3159, Pg 257).
DELIVERY VIA:
❑x
Regular Mail
❑ Hand
❑ Federal Express
❑
UPS Overnight
❑ UPS Ground
❑ Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
O For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
1X1 a ►7Ti 1 L11 0
Jofn M. Perrin, EI
Staff Engineer
Copies To: 1vis. Kristin Dillard - Team Automotive Group (LOT Only)
Mr. Brian Howell - Jackson Builders (LOT Only)
(if enclosures are not as noted, kindly notify us at once)
JMP/TeamChevroletofSwansboroBuildingAddition/LOT/Scott.TeamChevroletOfSwansboroBuildingAddition.StormwaterMod.07.22.20

STEVENSON CHEVY SWANSBORO
Stormwater Modification Narrative
July 2020
This project involves a proposed building addition on the existing property of the Team
Chevrolet dealership in Swansboro (Previously Stevenson Chevy Swansboro). The project site is
located along Hwy 24, approximately 1,300 ft east of the intersection between Hwy 24 and SR
1434. This addition will only modify a portion of the future BUA from the existing SW Permit
(SW8 130913). The proposed building addition is located in the existing parking area and the
additional runoff will be routed along existing grades/conveyances of the existing parking lot and
existing ditches. The addition will not change the drainage or how the runoff is currently
conveyed to the permitted wetland. The existing wetland has already been designed and
permitted to have the capacity to accommodate this additional BUA. Please refer to the attached
plans for additional information on the modification.
JUL 2 7 2020 ,
JMP/TeamChevroletOfSwansboroBuildingAddition/Nan•atives/TeamChevyBuildingAddition. StormwaterNarrative.07.22.20

Book: 3159 Page:257
IUNN�����
Doc LD: �704BS70403 Type. CRP
Recorded: 12/16/2008 % 191: C p AM
Fee + St.520.t1Q Page I of 3
„tlas Tax: S1,5t10.00
0"low County NC
Rebecca L. PPo�lard Rep. of Deeds
13K3159 PG257-259
This irm went was prepared by: Tisdale, McConnell & Bar& ,
Licensed North Carolina attorneys.
Delinquent taxes, if any, to be paid by the closing attorney to the
Onslow County Tart Collector upon disbursement of closing
proceeds.
'Phis deed ww&M to
TW
Drlr
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $00AD -
Parcel Identifier No.1313 98• Verified by County on the _ day of
By:
Mail/Box to: Mr. & Mrs. John a. SkFyMV& 791 West Firco= Kggd. Swansboro, NC 28594
This instrument was prepared by: TISDALE, McCONNELL & BARDILL. LLP, ATTORNEYS AT LAW
Brief description for the Index: Two Tracts, Map Book 57, page 68
THIS DEED made this 10th day of December. 2W, by and between
GRANTOR
BRENDA WILLIAMS, UNMARRIED, FWA BRENDA E.
MEADOWS ELLL% AND TERRY E. MEADOWS AND
WIFE, GWENDOLYN MCLAIN MEADOWS
JOHN O. STEVENSON AND WIFE„ SUSAN B.
STEVENSON
Enter in appropriate block for each party: name, address, and, if appropriate. character of entity, e.g, corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall lackide
singular, plural, masculine, feminine or neuter as required by comexL
WTINESSETH, that the Grantor, for a 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 Grantee in fee simple. all that certain lotor parcel of land situated
in o Township, Q l w County, North Carolina and more particularly described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE AS IF
FULLY HEREIN SET OUT.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 37S. page 4U.
TO HAVE AND TO BOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple_
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to cormey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all person whomsoever, other than the following exceptions:
NC Bar Association Form No. 3 01976, Revised 01977, 2002 F
Printed by Agreement with the NC Bar Association - 1981 - Chicago Title Insumcc Company JUL 2 7 2020

Book: 3159 Page:259
EXHIBIT "A'*
RE: Warranty Deed from Brenda Williams, Unmarried, and Terry E. Meadows and wife,
Gwendolyn McLain Meadows, to John O. Stevenson and wife, Susan B. Stevenson, dated
December 10,1008
Lying and being in Swansboro Township, Onslow County, North Carolina, and being more
particularly described as hollows:
f3)3 - Iep. / Of- /313- 9d'
Being all of Tract l and Tract 2 as shown on that plat entitled "Flat for John O. Stevenson and
Susan B. Stevenson" prepared by Lanier Surveying Company, dated December 12, 2008 and
1 recorded on December 12, 2008 in Map Book 57, page 68, Slide M-902, Onslow County
% Registry.
JUL 272020
BY

CounW.bNSLOW V = 400 ft ,
Deed:12135748 Area: 14.709 acre
Pag®: Closing Distance = 0.01 ft OaS �eE� Pr0
Traci Closing Error = 0.00 %
User:SANDY Perimeter = 4884.30 ft
CALLS
1 2
2 3
3 4
4 5
5 6
6 7
7 8
8 9
10 11
11 12
BEARING DISTANCE
SE
60 13 2
278.24 R = 2869.95 Counter
SW
23 6 3
133.00
SE
64 16 25
127.99
NW
64 1626
127.99
NE
23 6 3
133.00
SE
64 16 25
127.99 R = 2869.95 Counter
SW
23 6 3
471.47
NE
39 44 21
277.77
SW
38 21 5
1182.57
NW
61 52 27
451.03
NE
3443 21
1373.13
�F 1
JUL 2 7 2020
BY:

1 o 1
ng " Or. N,
f
1 ­5
V11

COASTAL SITE DESIGN, PC
PO BOX 4041
Wilmington, NC 28406
Phone: [phone]
Fax: [phone]
License # C-2710
May 26, 2015
Christine Nelson
Express Review Permitting
N.C. Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Designer's Certification
Stevenson Chevrolet Swansboro
Onslow County
CSD Project No. 12-0280
Dear Christine:
Enclosed please find the following items for the referenced project:
- original Stormwater Wetlands As -Built Drawing
- original Designer's Certification
We appreciate your assistance in this matter. Please call if you require any additional information.
Sincerely,
Howard Resnik, PE, LEEDO AP
Encl.: As noted above
cc: AM King Group
IVED
MAY72.8 2015

LEGEND
EXISTING BOUNDARY
CONTOUR LINE & ELEVATION
WETLANDS
u�.
v�
123 LF RETAINING WALLN,,,,
(BY OTHERS)
TOW = 34.5
J -
123 LF RETAINING WALL
(BYtTHERS)
TOW = 34.5
C
MATCHLINE A -A
f
t
e�
F
s.
i \
i
DEEP POOL
1, 200 SF
OUTLET STRUCTURE
10 CY CL 11 RIPRAP 1.5 FT DEEP
PLACE NONWOVEN GE07ECH RLTER
FABRIC UNDER RIPRAP
SEE DETAIL (]HIS SHEET)
INV EL = 3iff 32.33
F.E.S W/ 5 CY CL Il RIPRAP
14 LF - 15' CL N RCP
ANTI -SEEP COLLAR
SEE DETAIL (THIS SHEET)
EMERGENCY SPILLWAY
EL = 3i 33.9
f r _ _..
owl
DEEP POOL
1,200 S j
3
BOTTOM = JO FT!
i
z
i
t
_......
r'
f
f l
.✓Y i
EMERGENCY SPILLWAY
EL = 060 319
EMERGENCY SPILLWAY
`•,� EL = 3fi 34.1
� r
bi 4
PERMANENT POOL EL 33.$ 32.96
,.�.�-� •� � SURFACE AREA 032.
TEMPORARY POOL EL 4# ji.9
SURFACE AREA 0 33.9 =50,242
t
PERMANENT POOL EL. = 33.# 3296
I
SURFACE AREA 0 32.96 = 41,937 SF
TEMPORARY POOL EL = 3+.8.33.9
i
1 ( �` `
SURFACE AREA 0 33.9 = 50,242 SF
/
t k,
V
EMERGENCY SPILLWAY
E1 = 34.2
SHALLOW WATER
SHALLOW LAND
SHALLOP ;TER
19,20 SF
BOTTOM .32,5 FT,
//
TOP OF BERM
EL 34.5 FT
`-..�.
w,. - .... ... _
■
�.. `"-..,33r. �.. - •" ' _ " INV. _.. 29.99 ^ �•2 �■ ■
INV= 30.11\"
.-`
,f.
SHALLOW ��"'LANO
19,200 S
EL-33FT
,t
t
:z
STORM WA TER WETLANDS BASIN
TOTAL SURFACE AREA 50,42 SF
(SURFACE AREA 0 TRE)
P.P. EL = 33r# 32.96 FT'
T.P. EL. = 3f:0• 33.9 FT
20 10 0 20 40 60
STORMWATER WETLANDS DETAIL »
SCALE IN FEET 1 = 20
GPS INFORMATION
BENCHMARK REF NORTH CAROLINA GEODETIC NETWORK
JACKSONVILLE CORS
MOREHEAD CITY CORS
CASTLE HAYNE CORS
STATE PLANE NAD 83 NORTH CAROLINA 3200 (NSRS 2007) FEET
WETLANDS SUMMAR Y,*
AS DATA:
1. IMPERVIOUS AREA PERMITTED
AS -BUILT DATA
366,452 SF (8.41 ACRES)
2 NORMAL POOL SURFACE AREA
41,937 sf
3. NORMAL POOL ELEVATION
32.96
4. WETLANDS DEPTH (DEEPEST POINT)
3.0 FT
5 WETLANDS BOTTOM ELEVATION (DEEPEST POINT)
30.0
6. ORIRCE INVERT ELEVATION
3296
Z OUTLET BOX CREST ELEVATION
33.9
& STATE STORAGE VOLUME
41,481 CF
9. 10.1 FT VEGETATED SHELF
PRESENT
is 10 FT ACCESS
PRESENT
11. FOREBAY
PRESENT
12. PRIMARY SPILLWAY ELEVATION
34.2
13. EMERGENCY SPILLWAY ELEVATION
33.9
14. ORIRCE SIZE
4.0
15. SIDESLOPES (TYPICAL)
J.• 1
16. INV. OF PIPES FROM OUTLET STRUCTURE
32.82
IZ CREST LENGTH OF GRATES
4'
SURFACE AREA REQUIRED = 44,283 SF
SURFACE AREA PROVIDED = 50,242 SF 0 ELEV 33.9
1.5" STORAGE VOLUME REQUIRED = 44,283 CF
1.5" STORAGE VOLUME PROVIDED = 50,242 CF
1.5" STORAGE DRAWDOWN 71ME = 2.08 DAYS
FOREBAY
1,600 SF
BOTTOM = 3$0 FT
r
EMERGENCY SPILLWAY �--
-` EL=34:f34.0_
STORM wwr "A TER WETLANDS DETAIL (CONT.
DEVIA TONS FROM
DESIGN DRA WINU ND:
DESIGN ASBUILT STATE MIN.
NORMAL POOL ELEVATION 33.0 32.96
EMERGENCY SPILLWAY 34.2 319
SURFACE AREA PP 41,748 41,937
SURFACE AREA TP 48,000 50,242 44,283
C-
STORAGE 44,874 41,481 44,283
DRAROOM TIME (DAYS) 2.15 2.08
52 FT TOP OF
EMBANKMENT
A ELEVATION = 34.5
NOTE. TOTAL REQUIRED SPILLWAY EQUALS 250 LF. FlVE (5) 50 FT SPILLWAYS
LOCATED THROUGH OUT STORMWATER WETLANDS BERM. SEE BASIN DETAIL
(THIS SHEET).
EMERGENCY SPILL WA Y
FRONT VIEW
NOT TO SCALE
A S- BUIL TS
AS -BUILT NOTES:
1. AS -BUILT SURVEY PERFORMED AND PROVIDED BY JOHN L. PIERCE & ASSOCIATES, P.A.
DRAWING LABELED "STORMWATER BMP RECORD DRAWING for STEVESON CHEVROLET"
SIGNED AND SEALED BY JOHN L. PIERCE L--:2596
DATED 5-21-15.
2. ELEVATIONS RELATIVE TO NAVD 1988
C�,
_...............
jFOREDAY 1,6-yyC/��{0 S�-F'�_.............._.
OT
♦ _.l r.
.r
ell
` .-
A
� u
) k.
NOTES:
1. ALL BUILDING ROOF DRAINS AND HVAC CONDENSATE MUST BE DIRECTED INTO THE STORM DRAINAGE
COLLECTION SYSTEM AND NOT ALLOWED TO DRAIN THROUGH STREET / PARKING LOT.
2. PORTABLE PUMP TO BE USED TO DRAIN WETLANDS IN CASE OF EMERGENCY. PUMP TO BE
PLACED ON TOP OF BERM WITH SCREEN ATTACHED TO HOSE INLET AND COVERED WITH STONE.
HOSE OUTLET TO DRAIN ACROSS STABLE UPLAND AREA SUFFlCIENT TO RESTRAIN EROSION.
J. WETLANDS SIDESLOPES TO BE STABILIZED AND PERMANENTLY VEGETATED PER LANDSCAPE PLAN.
WELDED FABRICATED TRASH
RACK W/SQUARE OPENINGS
SQUARE OPENINGS < 6' 15" RCP
4-0"
SEE DETAIL
R THIS SHEET
o �
'v�• FOR
44 (RASH RACK
I L
y v y y y y y
4" 0?IFICE ASSEMBLY
5 - 0" CL-4""CAP WITH INV EL
GRATE PLAN 'VIEW 9+0- 3296 FT
Box PLAN WEw
7
OUTLET STRUCTURE DETAILS
NOT TO SCALE
NOTE' COLLAR TO BE POURED AFTER 6"
PIPES ARE IN PLACE.
REINFORCING AS NECESSARY.
7.
.° V. �.
IS
MIN
ANTI -SEEP COLLAR
NOT TO SCALE
VARIES VARIES VARIES
EMBANKMENT TOP= 34.5 (SETTLED), 34.75 (CONSTRUCTED)
EMERGENCY SPILLWAY = 3+il 33.9 ANTI -SEEP
�y STATE STORAGE TOP OF GRATES = 3f8. 33.9 D COLLAR
C PPE = 3+0 32.96 SEE DETAIL
AA
13 LF 15 RCP lE(OUT) 3f.8 32.33
�i�/%/\��l//�/% SEDIMENT CLEANOUT EL = 30.5 -
�/� A BOTTOM EL= 30.0 ANTI -SEEP COLLAR, BOTTOM EL= 31.4
A -DEEP P001 BOTTOM = 30.0 '///�� BOTTOM SWM STRUCTURE a= 29.5
B -SHALLOW WATER = 32.5 �/��/�//��//i/�'/%/���%/�//�/%/�� lE 33:9 J2.82
C -SHALLOW LAND = 310
D -TEMP. POOL ELEV = 3+.8.33.9
TYPICAL WETLANDS BASIN CROSS- SEC TION
NOT TO SCALE
CL B RIP RAP W1 GEOTEX
NONWOVEN FILTER FABRIC
(TO SURROUND ENTIRE
OUTLET STRUCTURE)
TOP OF BOX AT 3
F BOX EL= 34.5
4" PVC SCREW PLUG EL= 304 33.9
4" ORIRCE ASSEMBLY
4" CROSS 1
SKIMMER CONNECTION
TO BE CAPPED ONCE f 15" RCP
SKIMMER IS REMOVED OUTLET PIPE
WSEL = 33•B• 3296 = 35fr323d+3282
12" 2 Fl SUMP
S B FOR a.EANOUT
12"
U.SIC.' = ' :. •" ••
•GiR GRDU'%• ' ... . .
3 6"BASE EL = z` 29.32
1
4" CAP TO REMAIN UNTIL SKIMMER
1S REMOVED SECTION VIEV
WETLANDS BOTTOM
ELEI= 30
WETLANDS OUTLET STRUCTURE DETAILS
NOT TO SCALE
INV EL 0 36# J2.96
PLAN VIEW
LICENSE , C-2710
COASTAL
SITE
DESIGN PC
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL'
P.O. Box 4041
Wilmington, NC 28406
(910) 791- 4441
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DA TE: 5-27 -15
HORZ. SCALE.- 1 " = 60'
VEERT. SCALE: N/A
DRAWN BY- RL W
CHECKED BY' HSR
PROJECT NO.: 12- 0280
C*9 Co 14
Sheet
No. Of