20151200 Ver 1_More Info Received_20151229

jouthern environmental Group, Inc.
5315 South College Road, Suite l— • Wilmington, north Carolina 28+12
910+522711 • ear• 910452.2899 • [e-mail]
Ww .scgil.us
D
9 December 2015
Electronic Mail
Mr. John Policarpo
Wilmington Regulatory Field Office
US Army Corps of Engineers (USACE)
69 Darlington Avenue
Wilmington, NC 28403
John.N Policarpo(a�usace.i! .mil
Re: Response to USACE Notice of Incomplete Application
7815 Ocean Hwy. E. - Quality Self Storage Used Car Dealership
Town Creek Township, Brunswick County, North Carolina
USACE AID# - SAW -2015-02133
NC DWR Project # -15-1200
Dear John,
��L9pb�
DEC --�D
2 9 2015 I
7.01 ]
Below you will find SEGi's response to your 3 December 2015, Notice of Incomplete Application, for JC Rentals, LLC
(herein referred to as the "Applicant") Individual Permit application:
1. Please provide an existing conditions plan sheet as it is difficult to detennine where existing features are on the
proposed site plan. Please show the former railroad bed and the jurisdictional connection (culvert) between the
wetlands on the north side of the former railroad bed and those wetlands on the subject site. The railroad bed
delneates the boundary of wetlands on the north side of the project area. Please indicate if the culvert connection
and fonner railroad bed will remain or be removed.
The culvert is to be removed. A note has been added to the site plan to denote this proposed action. In addition, an
addendum to the site plan has been created to illustrate the former railroad bed and location of the jurisdictional
culvert (see Attachment 1).
2. Please indicate if the proposed retaining wall on the north side of the project area will be constructed along the
entire length of the wetland boundary.
The retaining wall will not extend along the entire length of the wetland boundary line. The site plan has been
enhanced to illustrate the limits of the structure and notes added, to ensure construction of the wall will not
encroach within 1' of the wetland boundary line (see Attachment 1).
3. }our alternatives analysis did not take into account two adjoining lots to the east of the existing storage facility
currently owned by the applicant. 117nile although these lots are not road frontage lots, the overall property owned
by the applicant does /have road frontage. Mwiy businesses do not have road frontage but are located behind
existing development and are accessed through internal roadways. Please explain why the applicant cannot utilize
the property currently owned by him to achieve the proposed project. This should be considered in the applicants'
ability to avoid and minimize impacts to waters of the U.S., including jurisdictional wetlands, to the maximum
extent practicable. An alternative is practicable if it is available and capable of being done after taking into
consideration cost, existing technology, and logistics in light of overall project purposes.
SEGi has received the following text from the Applicant:

SE -6i
We would like to open a high quality, used car lot within property we own, as we see this as a great business
opportunity for the Leland area. Currently, there are no high quality used, car lots in the area that we are
proposing Leland is growing much faster than the average city in the United States. Used car lots are an
expanding market. Therefore, a high quality, used car lot should be very successful in this area. By locating
this lot directly on Hwy. 17, the visibility would be outstanding from passing traffic.
Nationally, interest rates are low, gas is cheap, and the national economy continues to make headway—all of
which has helped fuel the success of the automotive industry. From 2009 to 2014, new and used car
dealerships together grew over 16%, adding nearly 166,000 jobs and $1.8 million to the economy. New car
dealers were stagnant from 2001 to 2007 (when it lost 1%), the industry dropped 18% during the recession,
leveled out, and then grew an encouraging 16% from 2009 to 2014. Used car dealers, on the other hand, saw
a 20% upsurge from 2001 to 2007, lost only 15% to the recession, and climbed twice as fast as new
cars (29%) from 2009 to 2014.
In order to achieve this goal, it is necessary to fill the area between the former railroad bed and Hwy 17
This is where we would park inventory cars. The visibility, from Hwy 17, is dramatically superior to the rest
of the property. Especially in the car business, road frontage is paramount to the success of a dealership
Most people will not go out of their way to find a used car dealership. It is more likely they will find a used
car on a lot that the see on a road they are traveling.
Lastly, and most importantly, the rest of the property serves as a storage facility, which includes indoors and
outdoors storage capabilities, making this portion of the property off limits to unauthorized personnel and/or
customers. Therefore, the area is not workable, as employees of the car lot and potential buyers would have
to penetrate the secure perimeter of the storage facility. From a security perspective, we cannot have used car
sales take place within the storage facility.
4. The amount of mitigation will be determined after all of the proposed losses to waters of the US have been
reviewed.
Please call to discuss.
5. Please provide contact information for the NCDOT for the US Route 17 and Goodman Road (State Route 1414)
rights-of-way. Because both of these roads abut the project site, the NCDOT should be notified in the public notice.
NCDOT
Highway Division 3
Benjamin T. Hughes, PE
5501 Barbados Blvd.
Castle Hayne, NC 28429
It is SEGi's hope the information found within and attached to this correspondence is sufficient to complete the IP
application. However, should you have questions or concerns or need additional information, please feel free to contact me at
910.228.1841. Thank you in advance for your assistance with this project.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
cc: Ms. Karen Higgins – NC DWR 401 and Buffer Unit Raleigh (hard copy)
Mr. Chad Coburn – NC DWR 401 Buffer Unit WiiRO (chad.coburn(d)ncdenr.gov)
Enclosures: (1)

QUALITY SELF STORA
PARKING AREA
LOCATED IN
BRUNSWICK COUNTY, NORTH CAROLINA
DATE: APRIL 2015
SCALE: I"= 60'
OWNER I DEVELOPER:
QUALITY SELF STORAGE, INC.
Leland, NC
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' 1. BOUNDARY SURVEYED IN MARCH, 1999. RUN OF MORGAN
_ JC RENTALS
•
BRANCH TAKEN FROM A MAP PREPARED BY SHERWIN_D. CRIBB, PLS.
DB 2098 PG 34
3. A PORTION OF THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA.
C
4. FOR REFERENCE SEE AN UNRECORDED MAP OF SURVEY FOR C. FRANKY THOMAS PREPARED
d / a
BY SHERWIN D. CRIBB, RLS DATED MARCH 4, 1993.
- 5. 16.551 TOTAL ACRES. 0 6D 120
JC RENTALS
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16.551
ACRES TOTAL
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-------------
U.S. HWY. 17
(RIGHT OF WAY VARIES)
LINE BEARING DISTANCE
1 S 10°03'48'W 85.17
2 S 74°43'52'W 44.53
3 S 24°50'03'W 46.18
4 S 79°51'25'W 38.92
5 S 57°18'56'W 23.18
B S 83°59'43'W 26.84
7 S 78°45'12°W 43.17
8 N 89°07'00'W 45.32
-9 S 84°47'42'W 56.13
10 S 57°30'57'W 22.42
SRE PLAN
QUALITY SELF STORAGE
OVERALL SITE
PRELIMINARY PLAN
' OWNER OVAJIV SEESTCRAGc. TNG DSH
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Rev.Na BEv1sONs o„E HANOVER DEScER5Q IGN SERVICES, P.A.
[A+O SLRY=YWt” EM'+AVLV19 H.LMVrR9
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NOTES:
' 1. BOUNDARY SURVEYED IN MARCH, 1999. RUN OF MORGAN
•
BRANCH TAKEN FROM A MAP PREPARED BY SHERWIN_D. CRIBB, PLS.
2. AREA COMPUTED BY COORDINATE METHOD.
3. A PORTION OF THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA.
C
4. FOR REFERENCE SEE AN UNRECORDED MAP OF SURVEY FOR C. FRANKY THOMAS PREPARED
BY SHERWIN D. CRIBB, RLS DATED MARCH 4, 1993.
- 5. 16.551 TOTAL ACRES. 0 6D 120
SRE PLAN
QUALITY SELF STORAGE
OVERALL SITE
PRELIMINARY PLAN
' OWNER OVAJIV SEESTCRAGc. TNG DSH
�°a.ra Nc zs+s• mo,r.erawsrazs ^"'""`
Rev.Na BEv1sONs o„E HANOVER DEScER5Q IGN SERVICES, P.A.
[A+O SLRY=YWt” EM'+AVLV19 H.LMVrR9

QUALITY SELF
STORAGECom'.,IN
30.74
PARKING AREA
29 S 04°19'17"E 36.90
21.54
L38
30 S 28°3741 "E 45.59
46.03
L41
UO L39
31 S 40°2522"W 34.86
42.13
RUN OF MORGAN BRANCH
32 S 63°55'51 "W 68.54
23.97
(DRAINS TO TOWN CREEK)
33 S 53°55'57"W 66.89
TIE LINES
LOCATED IN
34 S 60°32'12"W 33.88
LINE BEARING DISTANCE
BRUNSWICK COUNTY, NORTH CAROLINA
35 S 53°2444"W 48.45
75 S 45°38'30"E 27.49
DATE: APRIL 2015
SCALE: 1 "= 30'
OWNER I DEVELOPER:
QUALITY SELF STORAGE, INC.
Leland, NC
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b'4r1%'N 81'01'31'E 249.91 TOT. RIJy
by BL LL4L D '40,y N68.43D7�
sill
EDGE OF PAVEMENT
35 U.S. HWY. 17
(RIGHT OF WAY VARIES)
30 PRELIMINARY PLAN
GENERAL NOTES;
1. Tbb InaJ b Id M cvn,erala%4 .Paadalm, a ealai
2 NO IMPERVIOUS SURFACE AREAS BEING PROPOSED
3 NOUMMES ARE i -W PROPOSED
4 A SEDIMENTATION AtiD EROSIAV CONTROL PERMIT WILL BE REWIRED
5 A STCRMV,ITCR PCRVR O(CMPTION I.CTTCR MAY OC RCDUIRCD
6 AWE 10 FYL PERMR WILL BE REQUIRED
® PROPOSED RETAINING WALL
PROPOSED WETLAND FILL AREA 29835 S.F.M.68 An)
NOTE'A'ELL' 1. PLAN AS SHOWN REQUIRES A WETLAND FILL PERMIT FOR 0.68 ACRES OF FILL.
2. 6 745 C.Y. OF FILL PROPOSED IN WETLAND AREA
3. TOTAL PROJECT AREA 1.85 ACRE
STABILIZATION TIME FRAMESR
SIRE /ADI BEKPVTE31
SITE AREA DESCRIPTIW
STABILIZATIEN
Perimeter dikes• seules, dl tdw and slopes
7 DAYS
High G4allty Vater CHM Zwz
7 DAYS
Stapes st oper them 311
7 DAYS
Slopes 311 or Platter
14 DAYS
Alt otter anon ■Ith slopes flatter thou M 1
l4 DAYS
J
APP—
LOCATION
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0 30 60 90
STABILIZATION TIIC FRAICP
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L97 I S 23°57'17" W I46.53'
L98 N46°48'04' W 35.70'
L99 S 71 °5944' W 1 413Y
L10D I S 57"16'39" W 44.09
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UTKIRES HAS BEEN OETERA NEO QALL'NCOfEG 'ATLEAST
48 HOURS BEFORE COMMEACING CONSTM CT/GJJ
3 M baa whlUl ary not/aOrlbpa b ba daargl l"r
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ACT1Y1�' QUALITY SELF STORAGE
a� rs
PROPOSED GRASSED PARKING AREA
t�'pHrt,TNbfAIEfD �Nm""��b"F'AWbtE nP ATpC,b�uL
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OWNER dJALRY SEF STORAGE WG OSH
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REV.N0. REV6IONS DATE HANOVER DESIGN SERVICES, P.A. �..�
(A.W 5fAP1£YLW9 ENGw'EERaafA,p AANwGF3

MLLCIL 1111IClll I lU TCUZIyUI IOU LU UJMk-r- I" FMN, VVILI l dUUUI IUUI I I 1 1--J- I J
QUALITY SELF STORAGE., INC;A.
I
17"E
36.90
rti.Nnrr u,a', awLs., aLw.
E \ S 1 /NG GOND, / 'ONS
30 S28°3741"E
4559
7 DAYS
PARKING AREA
31 S402522"W
32 S 63°5551 "W
34.86
68.54
14 DAYS
All other areas with slopes flatter then 4,1
33 S 53°5557"W
66.89
101.53'
LOCATED IN
34 S 60°32'12"W
3388
105A5'
BRUNSWICK COUNTY, NORTH CAROLINA
35 S53°2444'W
48.45
27.12'
DATE: APRIL 2015
36 S 60°31'38"W
30.74
18.57'
SCALE: 1'- 30'
37 S 52°3827"W
21.54
47.13'
OWNER I DEVELOPER:
QUALITY SELF STORAGE, INC.
38 S61°0825"W
39 S 50°12'43"W
46.03
42.13
�"--`--��-- —i---1
I PROJECT LIMITS I
Leland, NC RUN OF MORGAN BRANCH
40 S69°0175"W
23.97
LT_-------------�
(DRAINS TO TOWN CREEK)
�Gyy�RFs
e
41 S 75°2325"W
33 45
23.76'
TAKEN A MAP PREPARED
`
'
N 23°04'13" W
v
(e BY SHERWIN D. CRIBB, RLS
L91
S 62'04'58"W
I
L92
S 01°39'23" E
43.35'
C6
S 04°57'27' W
21.59'
I
L94
44
�1-4'.1411
64.68'
l
S 81'21'10" W
Os
L96
L3�
33.37'
...
S 23'67'17"W
L33 _ — L.32
MORE GENERAL NOTES \ 140
f—r-ALESTAES TOBRUNSLYICK COUNT+'9TANDAROS
APPLII'ABLE STATE 6 LOGY CODES
2 CONTRACTOR TO COORDINATE ANYREOUIREO —C 6Itt
THE STATEAMD ME R:NN (ONTRACIT`F RE9PONSIRLE FORANY
AOLTTroNAL FYOUIR�D PCRMNS.
J CMESHALLBETAKENDURIHGFI.NAL GRADING TO ENSIb�POSITM1'E
ORMNAGE TO RECEIVING STRUCTURES ALL STORM NATER RUNOFF FROM
BUILT UPON AREAS:, a IMPERVIOUS SURFACES a ROOF ORAIMAGEI
TO BE DIRECTED rO STORAI SEWER COLLECTION SYSTEM (.., STOW MLETS
O—CNOSIBYSWALES OVERLAND FLOW, AXXTIO—GRADING OR
LMIO^CARING INLETS
CONTRACT0's u*cPWJSIBLEF ORcoROINAr1ONCoA FsrFLGCAiIONS
RFLMES WTTS WSCOMICCTroHS OR CONIY_CHON9OT CKISTNLG
UTILRIE4YRTH APPLICA9! E AUTitt1RR1ES
5 C!EARa/GAND GRUSBING OF SITE TLT INC_LOE REMOVAL OF EnST/NG
CURB ASPHALT INLETS AID ANI'OiIIER STRCICTURES INCLUDING TREES
CLEARED
FOR
DE3RL5 EXISTING ON BNE TA.LIMDSS OMERDTO BE
CLEARED FOR CON.S1TtUCTYON Si(ALL REMAIN UAILE39OiHERWISE DIRECTED
LEGEND
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O� EW^TIM: SAMTARY
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= R METER
FM FIRE HYDRANT
PAs=IVWERPOLE
C P. =GCNPUTEO POIM
+A9.0 INOGTES SPOT ELEVATION
NETLN,O6
U.S. HWY. 17
(RIGHT OF WAY VARIES)
TIE LINES
LiNE BEARING DISTANCE
75 S 45°3830"E 27.49
PRELIMINARY
PLAN
iTADILIiATIffI TING >a
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Nld, OrI,H Mhr (IwYa mw
ilape" etegs� Yrs a 1
sumea a I : Fm4�
GENERAL NOTES
+ TNa rtNPb "a formnreyAla'x mmrM'nn asel4c
1 NOkIPEAVKU3 SURFACE AREAS BEING PROPOSED
1 NO UTILITIES ARE BEING PROPOSED
CASEDIMENTATION AND EROS CLANTROL PERMIT'A BE REOL'IRED
5 ASTORMWATER PEPot9T FKEI.naTION LETTER NAY SE REOU-0,
0 A WET�Jr-PERMITWkL BE REQUIRED.
--f©x"' PROPOSED WETLAND FILL AREA 29835 SF.(0.68 M.)
NOTE WELL: 1. PLAN AS SHOWN REQUIRES A WETLAND FILL PERMIT FOR 0.66 ACRES OF FILL.
2.6.745 C.Y. OF FILL PROPOSED IN WETLAND AREA
3. TOTAL PROJECT AREA 1 65 ACRE
1
STABILIZATION TIME FRAMES,
14
SITE AREA DESCRIPTION
STABILIZATION
Pe Ivmter dikes, swat", ditches and slopes
7 DAYS
High Quality Yater (HOW Zones
7 DAYS
Slopes steeper than 3,1
7 DAYS
Slopes 311 ar flatter
14 DAYS
All other areas with slopes flatter then 4,1
1 14 DAYS
0 30 60 90
STANDARD NOTES
f TlmmatnT mnmm,rg ultlngw,rltl vNhse.ws °Named fmm
awnaNa ramro6 naAanw Te m6wPa'wlyaFTe
C°rrL 1a b tlefa'mre Me e[xt eA+'atans aIq braAns
°Fan esalbg uW/c. at all °rossugs pdb
rTrorrmg barch °uavn'm vacua eleerasms ae Nn
Tan a,deafe4m Ppn IheCMvntlx sfa+tl mrYat Te
Desg/Erpnear DeAv°p°t vGg n+pl mlemvn'f
AIIl'romltn OSCTAmeJ LY WrtYg Tat "oWlnecssllaro
e moQfsMm oflhvs" pHna Map bs amglN m T° ulfan4°n
dTa ORsgn ElgMevr Luka-° PaM.Jk9 �' mnsburNn
2 NOGONSTRUCTION IS TO BEGINBEFptE LOG1ION OF EXISTNlG
UTILITIES HAS BEEN DETERMINED CALL WC ONE CALL'ATLEAST
49 hMRS BEFORE CGMNENCING CONSTRUCTION
3 AP boas "T4l, a,a Mrepu rW b is rANW b
mnsk,em snae 5e waseA.e»Fler v+Tear wag
oTm.,ae aaeceJ
e rna cProam N,vrpaas�LW br mrrmleg e,lTr a°a amsA>,
Cumq ovabiKnun at h,, eapmse Pang areas Magas
"alele4 b—p MJustM ,, mda ar Te Ergnea
5 N°Yeatr.Jvua e"yhafaempe+l medmNP
manb o maee ro, aanao✓q msutyeJa, am uAe—ann
oar ra4uwonrroorlrem "m sr ore manwblMar ae ale
respnLtA:rya/Te mRav
Cmbcf°r InronslNa sx geafedxAmf ImY,g n romsarT
B E:ben,. cola alNa ea Lase, ro.nure mbrkrsm sagaren°nsat
ar -hrf Rmv.g+
T ConGTnYorb mean am: anmtva,"mwK Rpb°aa m n b don
msaveY ro ma raa°w�r.Nraadrra, a.sau.
H Cmfvcbrn Irw°a.+bl°br onbaarg as ngvkNpermb
NOTE WELL, L J
se nsAs d►slic rlrlwr scrlYlTr snag t sTAm® nTRIN �
Is ffi asTs Q el fMEOIN Oles w 4a ALY6 AIL a1NFal
NIiT it fiAeR® YI7NIN K G4L1Yla Y,Ti 6 QAtE F. IYIT SITE PLAN
ftm"'' QUALITY SELF STORAGE D¢,5
TMs NN�Nmaro R aT°.Nam"aN m"°TTwa. PROPOSED GRASSED PARKING AREA
Nn,munuasr [ra maTN"casivcA sN®Erwa°"aN°mri MORL /�Ld
«+rimsFa+aT rNvn uarhmin °f Sew ro.arNrT EXISTING CONDITIONS a4Uv5vac5;auNrY, s[.xrnGnLV.aM
N,iaaJey °I wega°a. ane uNvc+ ragJraE
ed.-�srl wM a,4i meatl.hd e° 4x mro°^�r
v oarama, OWNER 0VAlITY SEF STORAGE INC OSM
Lelsle NC ,Baa, PI�Irr9+0383-Mza "'b"NS
HANOVER DESIGN SERVICES, P.A. b3
. No. VEVA— DATE [ANOSURVETYWS EAI VE£Rse LAnro
LINE
I BEARING
DISTANCE
LBO
N 51'27'17" E
83.96'
L81
N 55'22.35" E
85.17'
L82
N 60'3647" E
101.53'
L83
N 59°55'30" E
105A5'
L84
S 67°00'26" E
27.12'
L85
N 53"25'10" E
18.57'
L86
S 79'05'06"r
47.13'
L87
S 56'32'41"E
60.40'
L88
S 53'09'06'W
72.25'
L69
N 67'07'02" W
23.76'
L90
N 23°04'13" W
38.32'
L91
S 62'04'58"W
29.15'
L92
S 01°39'23" E
43.35'
L93
S 04°57'27' W
21.59'
L94
N 73'59'49" W
64.68'
L95
S 81'21'10" W
41.30'
L96
S 23°5642" W
33.37'
L97
S 23'67'17"W
46.53'
L98
N 46°46104" W
35.70'
L99
S 71'5944" W
41.33'
L700
S 57016'39' W
44.09'
L101
S 68'25'57"W
16.99'
L102
1 N 33°38'29" W
1 25.97'
STANDARD NOTES
f TlmmatnT mnmm,rg ultlngw,rltl vNhse.ws °Named fmm
awnaNa ramro6 naAanw Te m6wPa'wlyaFTe
C°rrL 1a b tlefa'mre Me e[xt eA+'atans aIq braAns
°Fan esalbg uW/c. at all °rossugs pdb
rTrorrmg barch °uavn'm vacua eleerasms ae Nn
Tan a,deafe4m Ppn IheCMvntlx sfa+tl mrYat Te
Desg/Erpnear DeAv°p°t vGg n+pl mlemvn'f
AIIl'romltn OSCTAmeJ LY WrtYg Tat "oWlnecssllaro
e moQfsMm oflhvs" pHna Map bs amglN m T° ulfan4°n
dTa ORsgn ElgMevr Luka-° PaM.Jk9 �' mnsburNn
2 NOGONSTRUCTION IS TO BEGINBEFptE LOG1ION OF EXISTNlG
UTILITIES HAS BEEN DETERMINED CALL WC ONE CALL'ATLEAST
49 hMRS BEFORE CGMNENCING CONSTRUCTION
3 AP boas "T4l, a,a Mrepu rW b is rANW b
mnsk,em snae 5e waseA.e»Fler v+Tear wag
oTm.,ae aaeceJ
e rna cProam N,vrpaas�LW br mrrmleg e,lTr a°a amsA>,
Cumq ovabiKnun at h,, eapmse Pang areas Magas
"alele4 b—p MJustM ,, mda ar Te Ergnea
5 N°Yeatr.Jvua e"yhafaempe+l medmNP
manb o maee ro, aanao✓q msutyeJa, am uAe—ann
oar ra4uwonrroorlrem "m sr ore manwblMar ae ale
respnLtA:rya/Te mRav
Cmbcf°r InronslNa sx geafedxAmf ImY,g n romsarT
B E:ben,. cola alNa ea Lase, ro.nure mbrkrsm sagaren°nsat
ar -hrf Rmv.g+
T ConGTnYorb mean am: anmtva,"mwK Rpb°aa m n b don
msaveY ro ma raa°w�r.Nraadrra, a.sau.
H Cmfvcbrn Irw°a.+bl°br onbaarg as ngvkNpermb
NOTE WELL, L J
se nsAs d►slic rlrlwr scrlYlTr snag t sTAm® nTRIN �
Is ffi asTs Q el fMEOIN Oles w 4a ALY6 AIL a1NFal
NIiT it fiAeR® YI7NIN K G4L1Yla Y,Ti 6 QAtE F. IYIT SITE PLAN
ftm"'' QUALITY SELF STORAGE D¢,5
TMs NN�Nmaro R aT°.Nam"aN m"°TTwa. PROPOSED GRASSED PARKING AREA
Nn,munuasr [ra maTN"casivcA sN®Erwa°"aN°mri MORL /�Ld
«+rimsFa+aT rNvn uarhmin °f Sew ro.arNrT EXISTING CONDITIONS a4Uv5vac5;auNrY, s[.xrnGnLV.aM
N,iaaJey °I wega°a. ane uNvc+ ragJraE
ed.-�srl wM a,4i meatl.hd e° 4x mro°^�r
v oarama, OWNER 0VAlITY SEF STORAGE INC OSM
Lelsle NC ,Baa, PI�Irr9+0383-Mza "'b"NS
HANOVER DESIGN SERVICES, P.A. b3
. No. VEVA— DATE [ANOSURVETYWS EAI VE£Rse LAnro

jouthern environmental Group, Inc.
53 15 South College Road, Suite 1_ Wilmington, north Carolina 2841 2
910452.2]11 • rax. 9 10 452 2899 • o4,ce@segqu5
WWW segs us
9 December 2015
Electronic Mail
Mr. John Pohcarpo
Wilmington Regulatory Field Office
US Anny Corps of Engineers (USACE)
69 Darlington Avenue
Wilmington NC 28403
John.N.Policarpo(a l sace.army.mi1
Re: Response to USACE Notice of Incomplete Application
7815 Ocean Hwy. E. - Quality Self Storage Used Car Dealership
Town Creek Township, Brunswick County, North Carolina
USACE AID# - SAW -2015-02133
NC DWR Project #1-15-1200
Dear John,
[SEGi Project #115-007.011
Below you will find SEGi^s response to your 3 December 2015, Notice of Incomplete Application, for JC Rentals, LLC
(herein referred to as the "Applicant") Individual Permit application:
1. Please provide an existing conditions plan sheet as it is difficult to deternine where existing features are on the
proposed site plan. Please show the former railroad bed and the jurisdictional connection (culvert) between the
wetlands on the north side of the former railroad bed and those wetlands on the subject site. The railroad bed
delineates the boundary of wetlands on the north side of the project area. Please indicate if the culvert comteclion
and fonner railroad bed will remain or be removed.
The culvert is to be removed. A note has been added to the site plan to denote this proposed action. In addition, an
addendum to the site plan has been created to illustrate the former railroad bed and location of the jurisdictional
culvert (see Attachment 1).
2. Please indicate if the proposed retaining wall on the north side of the project area will be constructed along the
entire length of the wetland boundary.
The retaining wall will not extend along the entire length of the wetland boundary line. The site plan has been
enhanced to illustrate the limits of the structure and notes added, to ensure construction of the wall will not
encroach within 1' of the wetland boundary line (see Attachment 1).
3. lour alternatives analysis did not take into account two adjoining lots to the east of the existing storage facility
currently owned by the applicant. lfqiile although these lots are not road frontage lots, the overall property owned
by the applicant does have road frontage. Arany businesses do not have road fiontage but are located behind
existing development and are accessed through internal roadways. Please explain wiry the applicant cannot utilize
the property currently owned by him to achieve the proposed project. This should be considered in the applicants'
ability to avoid and minimize impacts to waters of the US, including jurisdictional wetlands, to the maxinnunn
extent practicable. An alternative is practicable if it is available and capable of being done after taking into
consideration cost, existing technology, and logistics in light of overall project purposes.
SEGi has received the following text from the Applicant:

SF Gj
We would like to open a high quality, used car lot within property we own, as we see this as a great business
opportunity for the Leland area. Currently, there are no high quality used, car lots in the area that we are
proposing. Leland is growing much faster than the average city in the United States. Used car lots are an
expanding market. Therefore, a high quality, used car lot should be very successful in this area. By locating
this lot directly on Hwy 17, the visibility would be outstanding from passing traffic
Nationally, interest rates are low gas is cheap, and the national economy continues to make headway—all of
which has helped fuel the success of the automotive industry. From 2009 to 2014, new and used car
dealerships together grew over 16%, adding nearly 166,000 jobs and $1.8 million to the economy New car
dealers were stagnant from 2001 to 2007 (when it lost 1%), the industry dropped 18% during the recession,
leveled out, and then grew an encouraging 16% from 2009 to 2014. Used car dealers, on the other hand, saw
a 20% upsurge from 2001 to 2007, lost only 15% to the recession, and climbed twice as fast as new
cars (29%) from 2009 to 2014.
In order to achieve this goal, it is necessary to fill the area between the former railroad bed and Hwy 17.
This is where we would park inventory cars. The visibility, from Hwy 17, is dramatically superior to the rest
of the property. Especially in the car business, road frontage is paramount to the success of a dealership.
Most people will not go out of their way to find a used car dealership. It is more likely they will find a used
car on a lot that the see on a road they are traveling.
Lastly, and most i nportantly, the rest of the property serves as a storage facility, which includes indoors and
outdoors storage capabilities, making this portion of the property off limits to unauthorized personnel and/or
customers. Therefore, the area is not workable, as employees of the car lot and potential buyers would have
to penetrate the secure perimeter of the storage facility. From a security perspective, we cannot have used car
sales take place within the storage facility.
The amount of mitigation will be detennined after all of the proposed losses to waters of the US have been
reviewed.
Please call to discuss.
5 Please provide contact in fornnatron for the NCDOT for the US Route 17 and Goodman Road (State Route 1414)
rights-of-way. Because both of these roads abut the project site, the NCDOT should be notified in the public notice.
NCDOT
Highway Division 3
Benjamin T. Hughes, PE
5501 Barbados Blvd.
Castle Hayne, NC 28429
It is SEGi's hope the information found within and attached to this correspondence is sufficient to complete the IP
application. However, should you have questions or concerns or need additional information, please feel free to contact me at
910.228.1841. Thank you in advance for your assistance with this project.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
cc: Ms. Karen Higgins – NC DWR 401 and Buffer Unit Raleigh (hard copy)
Mr. Chad Coburn – NC DWR 401 Buffer Unit WiRO (chad.coburn(&ncdenr.gov)
Enclosures: (l)

QUALITY SELF STORAGE,
PARKING AREA\\\
LOCATED IN
BRUNSWICK COUNTY, NORTH CAROLINA
DATE: APRIL 2015
SCALE: 1"= 60'
OWNER/DEVELOPER:
QUALITY SELF STORAGE, INC.
Leland, NC
Q�
1
1
1
1
/
/ L T4s
I
DB 3437 PG 0322
\ L /
9 �
\\ ,
�s
lA
KATHY BRYANT ETALS
DB 2929 PG 0934
Attachment 1 to Response to USACE RFAI, with addendum 12-9-15
INQ.R�
'S 10`03'48"W
85,17
2 S 74°43'52"W
h G
3 S 24"50'03'W
�
\Fq
Y�'YFR 'VOR
0414 04y
BERKSHIFE COINCIDENCE LLC
\\\
23.16
DB 2149 PG 513
DOROTH JONES
JOE BRYANT TRUSTEE \\ DB 3154 PC E38
MOORS ETALS
43.17
DB 3601 PG E96
45.32
9 S 84°4742"W
56.13
10 S 57'30'57"W
22.42
Ica
/
CORNELIUS BROWN / 9
DB 1338 PG 0301 /
/ Lb
/. Je y
F
J. z `,
ft
j PROJECT LIMITS
1
U.S. HWY. 17
(RIGHT OF WAY VARIES)
M
/ 4s
L9 L1 L6
-+ u
9n _ I
JC RENTALS
(� DB 2098 PG 34
\ IY
1
1
I
1 JC RENTALS
16.551 ACRES TOTAL 1 DB 2075 PG 832
I
z- -----------
EVA MAE KNOX
09 829 PG 829
NOTES:
LILA HINSON
DB 478 PG 974
1 �
LINE BEARING DISTANCE
'S 10`03'48"W
85,17
2 S 74°43'52"W
44.53
3 S 24"50'03'W
46.18
4 S 79"51'25"W
38.92
5 S 57°18'56W
23.16
6 S 83'59'43-W26.84
7 S 78`45'12"W
43.17
8 N 89"07'00'W
45.32
9 S 84°4742"W
56.13
10 S 57'30'57"W
22.42
1, BOUNDARY SURVEYED IN MARCH, 1999. RUN OF MORGAN
BRANCH TAKEN FROM A MAP PREPARED BY SHERWIN D. CRIBB. PLS.
2. AREA COMPUTED BY COORDINATE METHOD.
3. A-ORTION OF THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA.
4. FOR REFERENCE SEE AN UNRECORDED MAP OF SURVEY FOR C. FRANKY THOMAS PREPARED
BY SHERWIN D. CRIBB, RLS DATED MARCH 4, 1993.
5. 16.551 TOTAL ACRES. 0 60 120
SITE PLAN
QUALITY SELF STORAGE 0/D7$
OVERALL SITE
PRELIMINARY PLAN
OWNE4 °VtimsSF $T^.WiGc MC OSN
Leb.4 N.^. 2915' pnorn910.1911625 P""�
�ry.�a RgoNs °qTE HANOVER DESIGN SERVICES, PA.

�•�
Attachment 1 to Response -to USACE RFAI;:
with"addendum, 12-9-.15 ;; T ✓
Q (BJAL l TY SELF
S TURA GE
I lC.
.
'EXISTING "CONDITIONS
29 S17"E 36.90
30 S28 3741"E 4559
°
G."AREA
PARKIN A=REA
31S 40°25'22"W 34.86
32 S68.84 �I
53°5551"W
33 S 53°5557"W 66.89
TIEL1NES
_ s
LOCATED,IN {•.
34 S60°32'12"W 33.88
LINE BEARING DISTANCE:,
_
BRUNSWICK COUNTY, NORTH CAROLINA`
DATE: APRIL 2015-'- , •_
35 S 53 2444"W 48.45
36 S'60°31'38"W 30.74
75 S 45°38'30"E 27.49- -'
-
�4,
ON 1.1
-
SCALE:
'
`
1'b 30' . - ,
37 S 52°3827"W 21.54-
NOT TO SCALE
_
OWNER lDEVELOPER:
QUALITY SELF STORAGE, INC° -
38 s61 °0.925'W' 46.03 f��-�. -
39 S 50�l2'43'W 42.13 i, ROJ ECT- I M'ITS - • _ .I
-
-
- -- _
-
RUN OF MORGAN BRANCH,
Leland, NC-- _
• . - -��yL - .. ° (DRAINS TO TOWN CREEK)..
TAKEN FROM A MAP PREPARED
.L
40.5 69°01'15'W 23.97 .L _ _._ - -
141 S 75°2325"W 33.45-
�.J ' __
-
8Y SHERWW D. CRIBB; RLS - - - - -
`' _ LINE HEARING'DISTANCE .,
L7 - _ t L80 N 51°271717 " E
tea• Ly' �•'- - _ - _ 182 N 60`3647" E -101,53'
I LS \.� ,� - L83 ' N 59°55'30" E - 105A5'
L4 ' _ _ y - - ' L84 , S 67`0926" E 27J2'. _
• \ �sy SFT `I - - - _- _' SOS _ - _ \ - L85 N53°25'10"E 18.57' -
Al .,�,- ~ ` 3� L86 S 79°05'06' E 47.13'
L32L87 S56°32'41"E" 60.40''
L341 L33 _ _ _ - t• - • L88 S 53'09'06'W - , 72.25' .
~ ,. ^ - `_ - .,• `L38•-: - _L35 _ �` - �� , - L89 N 67'07'02" W 23.76' _
` 'L47J- - 91 - , L38• _ 137 I -.� _ = - J - = tea,- L90 N 23'04'13"W 38.32'
_ LROAD BED PP q, 'Jy - ' 29.15'
LD LROAD REDIA - �- I}pN L91 S 62°0 58'
UPIANDS 1_ _ _ _ _ _ _ \ FFICE BLDG L92 S 01'39'23" E 43.35'
L93 S 04°5727" W ' 21.59'
J OLD RAIL RED �A b -- _ 1
.• . _ - - L95 N 73"59'49" W " ' 64,68•
�Q �0 J3 ILROA BED _ - Z-�� L95 5 81°2710" W 41.30'
MORE.GENERAL ,N07ES.z • _ fir- _ - _ - - tL�rv� E . 46.53'
f -' 'Jd�TN�S L96 S 23°5642" W 33.37
aL iaUinON rG ERuusvlcx crownY srulnnRns s • �� ' iNLA
V�'<'4'ACP 3i+'�� _ L97 S 23°5717" W '
�- L98 - N 46°48'04" W _ X35.70'
IAF1RlCABLE STATESLCYA LODES _ T �!� �••`'.'•`•., L
p'
41
-" W .33'
71'
'L 5 5
- -(1 99
p coNrawCroRrocaoRUTAAi_.WrR�anr��rRn�r�cc�TRal>rrn .1 _ _ _ - y,�. '�!'.' -
Y O p�
THE STATEAND THE n!NA (:ONTRACi('R RESPrkIS�BLE FL`J7 AA 1042'91.;44 D9'
� - "-���' ��- • L700 W '
NAL RCOUIRDC RMR - - -
AODITq R S
1F.99 -
L101 .
- 07" W
- °2
- 5 68 5'S
R + a'•
l
HAL BETAKEN R,N FIVAL GRAOMG ENSUREPOS M1'E
3 CARES L DIT G i0 •'l I - / � A.
L91 ' - •1
'rte -
_ FFFrax"
- TO RECEN'D1^ UCNRES ALL
STORM F!p.CJ
DrwrN„E .,srn a - -25.97
- v" L102 N 33'36'29" W
BUILT WON.IRFA4rid IMPERVRTUS SURFALFS an"ROOFDRNI•NGE) 7y _ 9 - •��� - - \ ��, �d• ,
ORAISE T,COLLECTIOMSYSTEN,. STGRMMLErs ' - �L99-' - �� . •�/�� �.�''. �1"•,•„ ��
TO BE OrRECTEO TO Sr ( (�.[\I�• - _ � _ • -�
• OR PCNGSIDY SWAlE50VER1.V13 FLOW AODInONK GRADVNG CR • _ (/ C ''�'-�r � � _ .�' \ \ •T •° ' ,� - _ . _
LANO5CAPING METS 1 - - '1_ 1\ - x. - '•�• I �(�`- I °D%• ' -
e eCwra,LpGR�REs✓'cwslw.e sa+cooT+aw+noN OF IwrGunoNsf jy-
I-M1CNrSDIS TIONS OR CONAL ,b OrOITVIG _ �'� ✓ 77 ��' "•���" _ i�
urumEs wrrH,�vucuaUnaamZs ^�� y ' , p - _ Z - - _ �-�� ' J '\ I _ . • - r
3 C°�LRING AND GRUBBING OF SITE TO WC DE REMOVAL OF EXLSTWG - _ •1 - - '`,\• r_ _'\' - '•�� �I/ - `.•I'I. STANDARD NOIES." i
. CURB SPIfALT IN -M. ANO NJf' OTHER SML&-T ES INCUDING TREES A 1 - _ \ ,I� A ��' _ •,� f vlmmxrci cc�cun[:9 9ti•rM l� ,�'as d[enaO Gom '
5TUMPSANDDEBR,SEXISTN ONSITE TREESW`IREGUIREDTOBE . pA�, I • :1w
CIEAREOFORCCWSTRUCT�ON_SNALLREWWLIN ESSOTYER,NSEMECTED \ - �� �i- ��, �v I - �, �„ .,-•'�' ••� I y .wl.'ads rectae 11 sru00a Nvreepw,sMJ'HyWlhe ,
� _ _ ���"� _ I � •Cwra°Kinarlamr<✓,e e,x: ee.-aev,.r�enuoa•, ,
°IdnAo[,re,�Tua°mea eau �.a:5„ys R•lrb
• f \\:'-' - � " - ' S - I � -, � � ' iia: �' • ' 9 canTN rA(nn //eCual4e,.nT<v e.....
`^ N 1'0731 .E w 2 91 TOT. \ 4'41{y i' ^. ; :. tlMrr y,� Iee m PC.n, IN, CIM -w-
6 lire
l� `7V 'ii ,_43'OTE _ L••: - Otp E1,We be-P.-IMwa oo+sewm _
'-a9I'-
' _ ` ` _ -. �' _ _�., _ _ = _ _ _ _ _ _ _ ! { MO M "r�.A.id1E d ma a>:,yn E o�aa9 nD wa• m,.,m.[T�• ;k
_ ' 1 NO CONSTRUCTttXJ IS TO BEGIN BEFORE .00ATpJOFEX15lkJG
I _y.-:. 1•' _ _ -- - �� _ • �'(. i f 'a 7,7
UnLITIES HAS BEEN DETERMWEO CALL-NCONE-CALL-A7LEAST', .
ac HOURSBE�ORECOMMENCWGCONSTRLCT/ON
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-�' PROPOSED WETLAND FILL AREA 29835 S.F. (0.687�c) • NOTE yFl I .
MR e,TA" Y snf YI11cNT .CTITTT7 SAIL E 3TMLLMY YITIIX _
LEGEND ' _ - NOTE WELL: 1:yPLAN A$ SHOWN REQUIRES A WETLAND FILL PERMIT FOR 0.68 ACRES OF FILL. IS L'07R1G D1T5 at !L f/IlLmliR MR M0 AS .L/& ALL
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_ 3. TOTAL PROJ ECT AREA 1.85 AC RE_;
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- Irr = wwrea vALaE r rh1, m,,a a Aa Io•a°n,.rAnm ,e:opprx, veal„ - .. _ _ , _ _ _
- - Li1Tld Ati dev5l pI'or'e 9.0.38},.15 .°k°v:
-WATERNETER ' 1 AlOIMPERVKJVS SURFACEAREAS BEfNC PRO°OSED Perlrleter dikes, efolK, dltChfs and slopes 7 DAYS _ _ • - ' - - ,
FM =.IRE HYDRANT L ND VriLR1E5 A4°_ BEING PROPOSED " r - - = - `'
PN = PoIYERPo� 4 A SEO,MEWATION ANO EROS[ON CP TROL pc�r MIT WiL BE REWIRED High Oun l l ty Vn4er [ HM ZoXrs 7- DAYS
Cp "� „CI ­p r �. 5 ASTORMI-TERPERM1ATE.YEENTIPYI RA•AYBEREWIRE6 Slopes than 3, - 7 Days 1 - HANOVER DESIGN SERVICES, P.A. y"3
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P steeper I - Rc .NO. t, REVIiX)NS DATE NOSURVEVGY+S'EnGuvE£RSie,no P[A"r.ERS --
a4B.D 1431(SF_S SPOT ELEYAVDN- s1Vs.n
,- Slopes 3,-1 or Flatter -14 DAYS
3
All other cress i1th slopes Flatter than 4, 1 14 DAYS u.,..w.�• - " -- ... "�� - - -