20151200 Ver 1_Public Notice_20160202

Burdette, Jennifer a
From: Spencer, Thekla M SAW <[e-mail]>
Sent: Tuesday, February 02, 2016 9:23 AM
Subject: US Army Corps of Engineers Public Notice
As you requested, you are hereby notified that the Wilmington District, United States Corps of Engineers, has issued a
Public Notice. The text of this document can be found on the Public Notices portion of the Regulatory Division Home
Page. Each Public Notice is available in ADOBE ACROBAT (.pdf) format for viewing, printing or download
at hlgp://www.saw.usace.arrny.rnil/Missions/lie rug 1at.oryPermit.Pro�uam a5px.
The current notice involves:
Corps Action ID#: SAW -2015-02133
Issue Date: February 1, 2016
Applicant: JC Rentals, LLC
Expiration Date: March 2, 2016
Point of Contact: Mr. John N. Policarpo, Project Manager
Project Description:
The Wilmington District, Corps of Engineers (Corps) received an application from JC Rentals, LLC seeking Department
of the Army authorization to place fill material in 0.68 -acres of palustrine, emergent wetlands, associated with the
construction of a commercial development in Leland, Brunswick County, North Carolina.
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1 I
1�.�1
US Army Corps PUBLIC NOTICE
Of Engineers
Wilmington District
Issue Date: February 1, 2016
Comment Deadline: March 2, 2016
Corps Action ID Number: SAW -2015-02133
The Wilmington District, Corps of Engineers (Corps) received an application from JC
Rentals, LLC seeking Department of the Army authorization to place fill material in
0.68 -acres of palustrine, emergent wetlands, associated with the construction of a
commercial development in Leland, Brunswick County, North Carolina.
Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at:
http://www.saw.usace.army.mil/Missions/Regulaton PermitProgram.aspx
Applicant:
AGENT (if applicable):
Authority
JC Rentals, LLC
c/o Jonathan Crane
100 Edgewater Lane
Wilmington, North Carolina 28403
Dana Lutheran
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, North Carolina 28412
The Corps evaluates this application and decides whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of the following Statutory
Authorities:
® Section 404 of the Clean Water Act (33 U.S.C. 1344)
❑ Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403)
❑ Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972
(33 U.S.C. 1413)

Location
Directions to Site:
The project site is an undeveloped portion of a parcel of land located at the northwest
intersection of U.S. Route 17 and Goodman Road NE, at 7815 Ocean Highway East, in
Leland, Brunswick County, North Carolina.
Project Area (acres): 1.85 -acres Nearest Town: Leland
Nearest Waterway: Morgan Branch River Basin: Cape Fear
Latitude and Longitude: 34.19528 N, -78.06879 W
Existing Site Conditions
The property is located at 7815 Ocean Highway East (Property No. 0570008605), in
Leland, Brunswick County, North Carolina. The project area consists of 1.85 -acres of
undeveloped, maintained land, which is a portion of a larger 16.54 -acre developed parcel
containing a self -storage facility. The project area acts as a stormwater management
facility in that runoff from adjacent high ground collects in a depressional area. This
water is then discharged through a pipe under an abandoned railroad bed into forested
wetlands of Morgan Branch. The project area is bordered by U.S. Route 17 to the
southeast, Goodman Road NE to the southwest, Morgan Branch and forested wetlands to
the northwest, and residential property to the northeast.
Applicant's Stated Purpose
The basic project purpose is to construct a commercial development at the project site.
The overall project purpose is to construct a used car dealership with road frontage along
U.S. Route 17.
Project Description
The project involves the placement of fill in 0.68 -acre of palustrine, emergent wetlands to
construct a used car dealership that will include parking areas, an internal roadway,
utilities, and landscaping. The 1.85 -acre project area is part of a larger parcel of land.
Avoidance and Minimization
The applicant provided the following information in support of efforts to avoid and/or
minimize impacts to the aquatic environment: Due to the nature of the activity and the
small size of the project area, the project has minimized adverse impacts to the maximum
extent practicable while still being able to achieve the project purpose. The wetlands are
located throughout the project area as the site is a dpression that collects runoff from
adjacent high ground.
2

Compensatory Mitigation
The applicant offered the following compensatory mitigation plan to offset unavoidable
functional loss to the aquatic environment: To offset impacts to 0.68 -acre of freshwater
wetlands, the applicant proposes to purchase mitigation bank credits at a 2:1 ratio.
Specifically, 1.4 -credits of riparian wetland credits would be purchased from the Lower
Cape Fear Umbrella Mitigation Bank.
Essential Fish Habitat
Pursuant to the Magnuson -Stevens Fishery Conservation and Management Act, this
Public Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The
Corps' initial determination is that the proposed project would not effect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management
Councils or the National Marine Fisheries Service.
Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of
33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version
of the National Register of Historic Places and initially determines that:
❑ Should historic properties, or properties eligible for inclusion in the National
Register, be present within the Corps' permit area; the proposed activity requiring
the DA permit (the undertaking) is a type of activity that will have no potential to
cause an effect to an historic properties.
® No historic properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area; therefore, there will be no
historic properties affected. The Corps subsequently requests concurrence from
the SHPO (or THPO).
❑ Properties ineligible for inclusion in the National Register are present within the
Corps' permit area; there will be no historic properties affected by the proposed
work. The Corps subsequently requests concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register,
are present within the Corps' permit area; however, the undertaking will have no
adverse effect on these historic properties. The Corps subsequently requests
concurrence from the SHPO (or THPO).

❑ Historic properties, or properties eligible for inclusion in the National Register,
are present within the Corps' permit area; moreover, the undertaking may have an
adverse effect on these historic properties. The Corps subsequently initiates
consultation with the SHPO (or THPO).
❑ The proposed work takes place in an area known to have the potential for the
presence of prehistoric and historic cultural resources; however, the area has not
been formally surveyed for the presence of cultural resources. No sites eligible
for inclusion in the National Register of Historic Places are known to be present
in the vicinity of the proposed work. Additional work may be necessary to
identify and assess any historic or prehistoric resources that may be present.
The District Engineer's final eligibility and effect determination will be based upon
coordination with the SHPO and/or THPO, as appropriate and required, and with full
consideration given to the proposed undertaking's potential direct and indirect effects on
historic properties within the Corps-indentified permit area.
Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area,
examined all information provided by the applicant and consulted the latest North
Carolina Natural Heritage Database. Based on available information:
❑ The Corps determines that the proposed project would not affect federally listed
endangered or threatened species or their formally designated critical habitat.
❑ The Corps determines that the proposed project may affect federally listed
endangered or threatened species or their formally designated critical habitat.
The Corps initiates consultation under Section 7 of the ESA and will not
make a permit decision until the consultation process is complete.
® The Corps is not aware of the presence of species listed as threatened or
endangered or their critical habitat formally designated pursuant to the
Endangered Species Act of 1973 (ESA) within the project area. The Corps will
make a final determination on the effects of the proposed project upon additional
review of the project and completion of any necessary biological assessment
and/or consultation with the U.S. Fish and Wildlife Service and/or National
Marine Fisheries Service.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate
State agencies for review.
4

North Carolina Division of Water Resources (NCDWR): The Corps will generally not
make a final permit decision until the NCDWR issues, denies, or waives the state
Certification as required by Section 401 of the Clean Water Act (PL 92-500). The receipt
of the application and this public notice, combined with the appropriate application fee, at
the NCDWR Central Office in Raleigh constitutes initial receipt of an application for a
401 Certification. A waiver will be deemed to occur if the NCDWR fails to act on this
request for certification within sixty days of receipt of a complete application. Additional
information regarding the 401 Certification may be reviewed at the NCDWR Central
Office, 401 and Buffer Permitting Unit, 512 North Salisbury Street, Raleigh, North
Carolina 27604-2260. All persons desiring to make comments regarding the application
for a 401 Certification should do so, in writing, by to:
NCDWR Central Office
Attention: Ms. Karen Higgins, 401 and Buffer Permitting Unit
(USPS mailing address): 1650 Mail Service Center, Raleigh, NC 27699-1650
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal Management (NCDCM):
❑ The application did not include a certification that the proposed work complies
with and would be conducted in a manner that is consistent with the approved
North Carolina Coastal Zone Management Program. Pursuant to 33 CFR 325.2
(b)(2) the Corps cannot issue a Department of Army (DA) permit for the
proposed work until the applicant submits such a certification to the Corps and
the NCDCM, and the NCDCM notifies the Corps that it concurs with the
applicant's consistency certification. As the application did not include the
consistency certification, the Corps will request, upon receipt„ concurrence or
objection from the NCDCM.
® Based upon all available information, the Corps determines that this application
for a Department of Army (DA) permit does not involve an activity which would
affect the coastal zone, which is defined by the Coastal Zone Management (CZM)
Act (16 U.S.C. § 1453).
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts including cumulative impacts of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. All factors

which may be relevant to the proposal will be considered including the cumulative effects
thereof, among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidated State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal. To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing shall be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
The Corps of Engineers, Wilmington District will receive written comments pertinent to
the proposed work, as outlined above, until 5pm, March 2, 2016. Comments should be
submitted to John N. Policarpo, Wilmington Regulatory Field Office,
69 Darlington Avenue, Wilmington, North Carolina 28403 , at [phone].
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QUALITY SELF STORAGE,
PARKING AREA \\`\
LOCATEDIN \
BRUNSWICK COUNTY, NORTH CAROLINA `
DATE: APRIL 2015 ``\ KATHY BRYANT ETALS
SCALE: 1"= 60' \ DB 2929 PG 0934
\
OWNER I DEVELOPER: \\
QUALITY SELF STORAGE, INC. \\`
Leland, NC \ 5
\
\
b `
h \
\ / SHIRLEY MCDONALD
DB 3437 PG 0322
\ L /
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OMpO/ H�/ •
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CORNELIUS BROWN / a
DB 1338 PG 0301 /
/• / 126 F
/
PROJECT LIMITv
I! 71 Thi
i 1!71,
! � �I lF1 �III)1
a —Z—
Attachment 1 t0 Response t0 USACE RFAI, With addendum 12-9-15
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BERKSHIRE COINCIDENCE LLC
R01 DB 249PG 533
`\ DOROTH JONES MOORE ETALS \\ ANO O� gq'tiCy
JOE BRYANT TRUSTEE \\ DB 3154 PG 638 \\\ R7ge Faq
DB 3601 PG 695 \\ ' R<s"1'FO
\ S�j 2.9.38'1N =563°3236"W
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/; %"'�' '"� � .,,., (�q� �.. • 9`.. , DB 2098 PG 34
° JC RENTAL
16.551 ACRES TOTAL DB 2075 PG 832
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-°46,2°4U2--TL 69 1
i LILA HINSON
D8478 PG 974
1
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g EVA MAE KNOX �
DB 829 PG 829
1
i
1
i
1
1
LINE BEARING DISTANCE
1 S 10°03'48"W 85.17
2 S 7443'52"W 44.53
3 S 24°50'03W 46.18
4 S 79°51'25"W 38.92
5 S 5718'56"W 23.18
6 S 83°59'43"W 26.84
7 S 78"45'12"W 43.17
8 N 8907'00"W 45.32
9 S 84°4742"W 56.13
10 S 57°30'57W 22.42
---------------------------------------------
NOTES:
U.S. H WY. 17 1. BOUNDARY SURVEYED IN MARCH, 1999. RUN OF MORGAN
(RIGHT OF WAY VARIES) 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.
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 °'-30-75
OVERALL SITE
BRUNSM—TY, N°Rr OLINA
PRELIMINARY PLAN
OWNER'OUALITY SEF STORAGE, INC. cn. OSH
Leland. NC28451 phone[phone]
R- NO. RewsioNs DATE HANOVER DESIGN SERVICES, P.A. "'71
LAND SURVEYORS, ENGINEERS& LANG PLANNERS
M"j, (e�J)xsazmz ,�

Attamment i t0 F<esDon
QUALITY SELF STORAGEC;-.1 IN
PARKING AREA 29 SO4°19'1"E 36.90
30 S 28°37411 "E 45.59
BEARING
31 S 40°2522W
34.86
Perimeter dikes, swates, ditches and slopes
7 DAYS
High Quality Mater (HOW) Zones
32 S 63°55'51 "W
68.54
7 DAYS
Slopes 3l 1 or flatter
14 DAYS
33 S 53°5557"W
66.89
TIE LINES
LOCATED IN
S 67000'26' E
34 S 60°32'12"W
33.88
LINE BEARING DISTANCE
BRUNSWICK COUNTY, NORTH CAROLINA
L86
35 S 53°2444"W
48.45
75 S 45°38'30"E 27.49
DATE: APRIL 2015
60.40'
36 S 60°31'38"W
30.74
72.25'
SCALE: 1 "= 30'
N 67°07'02" W
37 S 52°3827"W
21.54
N 23'04'13" W
OWNER I DEVELOPER:
L91
38 S 61°0825"W
46.03
L92
QUALITY SELF STORAGE, INC.
43.35'
39 S 50°1243"W
42.13
21.59'
Leland, NC
RUN OF MORGAN BRANCH
40 S 69°01'15"W
23.97
S 81°21'10" W
41.30'
DRAINS TO TOWN CREEK
41 S 75°2325"W
33.45
c'
` Fs
TAKEN FROM A MAP PREPARED
L98
N 46048'04" W
35.70'
<8
SHERWIN D. CRIBB, RLS
.4,BY
L y
44.09'
L101
S 68025'57" W
16.99'
L102
N 33°38'29" W
sa
�w
MAINTAIN ., .. A
4,qlvo
MORE GENERAL N07ES:
1. ALL CONSTRUCTION TO BRUNSWICKCOUNTY STANDARDS
APPLICABLE STATES LOCAL CODES.
2 CON TRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
THE STATE AND THE TOWN. CONTRACTOR RESPONSIBLE FOR ANY
ADDITIONAL REpUIRED PERMITS
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES. ALL STORM WATER RUNOFF FROM
BUILT UPON AREAS (re. IMPERVIOUS SURFACES and ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM tLe. STORM INLETS
OR PONDS) BY SWALES, OVERLAND FLOW, ADDITIONAL GRADING, OR
LANDSCAPING INLETS.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OFANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPL ICABLE AUTHORITIES.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOTREQUIREDTOBE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
TYPIICAL SECTION A - A
45
40
35
30
Horizontal Scale = 1 :50
Vertical Scale = 1 :5
LEGEND
IRON IN EXIST CONC. MON.
�f EXISTING SANITARY
SEWERS MANHOLE
EXISTING WATERLINE
ELP. =EXISTING IRONPIPE
EI R. = EXISTING IRON REBAR
E.C.M. = EXISTING CONCRETE MONUMENT
IS, = IRON SET
WN WATER VALVE
WIM = WATER METER
F/H= FIRE HYDRANT
P,P= POWER POLE
C.P. -COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
WETLANDS O
U.S. HWY. 17
(RIGHT OF WAY VARIES)
m M! 1� 1111111 1 1
eTV01111, 11, 111111! 111 111111111111" a
GENERAL NOTES:
1. Thy map is me for conveyance, mcodati.m, or sales.
Z NO IMPERVIOUS SURFACE AREAS BEING PROPOSED.
3, NO UTILITIES ARE BEING PROPOSED.
4, ASEDIMENTATION AND EROSION CONTROL PERMIT WILL BE REQUIRED.
5 A STORMWATER PERMIT EXEMPTION LETTER MAY BE REQUIRED.
6. A WETLAND FILL PERMIT WILL BE REQUIRED.
® PROPOSED RETAINING WALL
------ PROPOSED WETLAND FILL AREA 29835 S.F.(0.68 Ac.)
NOTE WELL: 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 FRAMESI
BEARING
SITE AREA DESCRIPTION
STABILIZATION
Perimeter dikes, swates, ditches and slopes
7 DAYS
High Quality Mater (HOW) Zones
7 DAYS
Slopes steeper than 311
7 DAYS
Slopes 3l 1 or flatter
14 DAYS
All other areas with slopes flutter than Olt
14 DAYS
105.45'
L84
LRD.V­
ATION TIME t:RA1ES-
SOIPfDIN STADILIZA
colas. smin, altcMs e1M :lope. 7 GAYS
ty tater (HMO Za 7 GAYS
glar th- 3. 1 7 M:$
ar flatter 14 61YS
areas •lth stapes flatter then a 1 14 DAYS
MOTE WELLI
ANY MEAS QFSIIE VIT=R ACTIVITY SHALL K STABILIZED DITHID
M K SSTTNLLI>m DYIIHIC N 211CCAlMF" DAYS OND AS �O/rg OF MIN S
Amvm.
rvREoiuReo vo�isiRucnoH oE�uls. or;
ar��w�r�oss�rEl�o°Es�o�a�rR��no�s° o�Aoseeaac�rvp..att
o g,o h,1M1 testing hes bean performed on site. No warranty
made for suI.Aty of subgrade, and ondercu and any required
placement Ah sdWNe.-AA shall be the responddlly
f the mnVador.
LINE
BEARING
DISTANCE
LBO
N 5102717" E
83.96'
L81
N 55°22'35" E
85.17'
L82
N 60°36'47' E
101.53'
L83
N 59°55'30' E
105.45'
L84
S 67000'26' E
27.12'
L85
N 53'25'10" E
18.57'
L86
S 79`05'06" E
47.13'
L87
S 56°32'41" E
60.40'
L88
S 53"09'06" W
72.25'
L89
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 01039'23" 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"57'17" W
46.53'
L98
N 46048'04" W
35.70'
L99
S 71`5944" W
41.33'
L100
S 57°16'39" W
44.09'
L101
S 68025'57" W
16.99'
L102
N 33°38'29" W
25.97'
1. Information concerning underground utilities was obtatead from
ev AsNe recods. 1t shell be the responsibility of the
Contracror to determine the exact elevations and locedns
ofall existing utilities at all crossings prior to
ting trench excavation. If actual clearances are leas
than indicated o, Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that w..Idoo-sslte.
a modlfiwtion of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2 NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL"AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3 All trees which are not required to be cleared for
conswct op shah be preserved wherever possible unless
mharwi- dire°tea
4. The Contractorle responsible for controlling dust and erosion
during-astoesttan at his expense. Parking areas shall be
watered to conn./ dual when ordered by the Engineer.
5. No geotechnical testing has been performed on site. No
rarity is matle far suitability ofa bg.da, and undercut and
any required replacement with suitable material shall be the
esponsibility of the contrecror.
Contractor responsible for geotechnical t-hrg as necessary
6. Extreme care shall ba taken to ensure minimum separations al
ell utility crossings.
7. Contractor to ensure that street pavement is placed se as to drain
peslttvely to the roadway Inlets and catch basins.
8 Contractor is responsible /or obtaining all requirodpermits
Us rd, NO 28,151 phone'9/0-383-1425 Nva rvo.
REV. NO. REVISIONS DATE HANOVER DESIGN SERVICES, P.A. "2
IANO SURVEYORS ENGINFERS 6 LANG P[ANNERS
3
SITE PLAN
QUALITY SELF STORAGE
PROPOSED GRASSED PARKING AREA
BRUNSWICKCOUNTY NORTHCAROLINA
g
04-0&15
°
""'"'
OWNER: QUALITY SEF STORAGE, INC.
coat DSH
Us rd, NO 28,151 phone'9/0-383-1425 Nva rvo.
REV. NO. REVISIONS DATE HANOVER DESIGN SERVICES, P.A. "2
IANO SURVEYORS ENGINFERS 6 LANG P[ANNERS
3

QUALITY SELF STORAGE.,
EXISTING CONDITIONS
29 S 04°19'17"E 36.90
30 S 28°3741 "E 45.59
PARKING AREA 31 S 40°25'22"W 34.86
32 S 63°5551 "W 68.54
33 S 53°5557W 6689
LOCATED IN
114
SITE AREA DESCRIPTION
34 S 60°32'12"W
33.88
BRUNSWICK COUNTY, NORTH CAROLINA
High Quality Vater (HOW) Zones
7 DAYS
35 S 53°2444"W
48.45
DATE: APRIL 2015
14 DAYS
Alt other areas with slopes flatter than 411
36 S 60°31'38"W
30.74
SCALE: 1 "= 30'
S 67°00'26" E
27.12'
37 S 52°3827"W
21.54
OWNER / DEVELOPER:
L86
S 79°05'06" E
38 S 61 °0825"W
46.03
QUALITY SELF STORAGE, INC.
60.40-
L88
39 S 50°1243"W
42.13
Leland, NC
N 67°07'02" W
RUN OF MORGAN BRANCH
40 S 69°01'15"W
23.97
38.32'
�7RFs
(DRAINS TO TOWN CREEK)
41 S 75°2325"W
33.45
`
43.35'
TAKEN FROM A MAP PREPARED
'
21.59'
L94
Ce
BY SHERWIN D. CRIBB, RLS
L95
I S 81"21'10" W
41.30'
U
S 23°56'42" W
33.37'
L97
s �S
\
46.53'
t2
4s
N 46"48'04" W
35.70'
si3ja
0
�9
S 71°59'44" W
L5 �3
AFP
L100
S 57°16'39" W
44.09'
L101
S 68°25'57" W16.99'
L102
N 33°38'29" W
25.97'
MORE GENERAL NOTES: \ V(
1. ALL CONSTRUCTION iO BRUNSWICK COUNTY STANDARDS
ALL
STATE & LOCAL CODES
2. CON TRACTOR TOCOORDINATEANYREQUIRED TRAFFIC CONTROL WITH
THE STATE AND THE TOWN. CONTRACTOR RESPONSIBLE FOR ANY
ADDITIONAL REQUIRED PERMITS.
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES ALL STORM WATER RUNOFF FROM
BUILT UPON AREAS (.e. IMPERVIOUS SURFACES and ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM (ae. STORM INLETS
OR PONDS) BYSWALES, OVERLAND FLOW, ADDITIONAL GRADING, OR
LANDSCAPING INLETS.
4, CONTRACTOR IS RESPONSIBLE FOR COORDINATION OFANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
5 CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
IRON IN EXIST. NO MON.
EXISTING SANITARY
SEWER & MANHOLE
EXISTING WATERLINE
El P. = EXISTING IRON PIPE
E I.R. = EXISTING IRON REBAR
E.G.M. =EXISTING CONCRETE MONUMENT
1. = IRON SET
WN=WATER VALVE
W/M =WATER METER
F/H= FIRE HYDRANT
P/P=POWER POLE
G P. = COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
WETLANDS O
GENERAL NOTES. -
11 This ,p,, not for conveyance, recordation, a -les.
X NO IMPERVIOUS SURFACEAREAS BEING PROPOSED.
3. NO UTILITIES ARE BEING PROPOSED.
4. A SEDIMENTATION AND EROSION CONTROL PERMIT WILL BE REQUIRED.
5 A STORMWATER PERMIT EXEMPTION LETTER MAY BE REQUIRED.
6 A WETLAND FILL PERMIT WILL BE REQUIRED
U.S. HWY. 17
(RIGHT OF WAY VARIES)
PROPOSED WETLAND FILL AREA 29835S.F.(0.68Ac.)
NOTE WELL: 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 FRAMESI
114
SITE AREA DESCRIPTION
STABILIZATION
Perimeter dikes, swates, ditches and slopes
7 DAYS
High Quality Vater (HOW) Zones
7 DAYS
Slopes steeper than 311
7 DAYS
Slopes 311 or £tatter
14 DAYS
Alt other areas with slopes flatter than 411
1 14 DAYS
105.45'
L84
INGMF
TIE LINES
LINE BEARING DISTANCE
75 S 45°38'30"E 27.49
0 30 60 90
STABILIZATION TIME FRAME&
SITE NWA OESI.RIPTIQi STMMJZATIDM
LINE
BEARING
DISTANCE
L80
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
105.45'
L84
S 67°00'26" E
27.12'
L85
N 53°25'10" E
18.57'
L86
S 79°05'06" E
47.13'
L87
S 56°32'41" E
60.40-
L88
S 53°09'06" W
72.25'
L89
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°5949" W
64.68'
L95
I S 81"21'10" W
41.30'
L96
S 23°56'42" W
33.37'
L97
S 23"57'17" W
46.53'
L98
N 46"48'04" W
35.70'
L99
S 71°59'44" W
41.33'
L100
S 57°16'39" W
44.09'
L101
S 68°25'57" W16.99'
L102
N 33°38'29" W
25.97'
STANDARD NOTES.•
1. Informaffon --ting underground utiltbas was obtained tom
vailable records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of all a -ling utilities at all crossings prior to
mshong trench excavation, If actual clearances are less
than indicated on Plan, the Contactor shall contact the
Design Engineer before protweding with construction.
Any condifion discovered or existing that would necessitate
a modui atton of these plans shall be brought to the attention
of the Design Engineer before pmceeding with constuctt°n.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED, CALL "NC ONE-CALL"AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION
3. All trees which are not required to be cleared for
onstanion shall be preserved wherever possible unless
otherwise directed
4. The Contractor is responsible for ronlrolling dust arra erasion
during construction at his expense. Parking areas shall be
wafered to contml dust when ordered by the Engineer.
5. No geotechnical testing has been In dormed°n site. No
w mdnty is made for suitability ofsubgrdds, and undercut and
any required replacement with potable material shall be fhe
responsibility of fhe contractor.
Contactor responsible forgeotechniral testing as necessary.
6. Extreme care shall be taken to ensure minimum separations at
all utility crossings.
7. Contractor to ensure that street pavement is placed so as to drain
positively to the roadway inlets and catch bastns.
8. Contractor is responsible tar obtaining all requtrad permits
NOTE WELL, J
ANY NGS GN -SITE MIDDMI ACYIYI71' DMil E SYADILIDm WtWN
15 YONIIG DAPS W 21 CNDWIR DAPS 40 AS ASM ILL AND
RW E SPABILM MAXIM 21 CNENDAR DAYS DT CEAE 6 AMY SITE PLAN
ACTIVITY, 04-09-15
QUALITY SELF STORAGE
IIIER neo°"n p11 R11111-a.".E npEpA"p°�s.agmo"a.""p""ps In IL PROPOSED GRASSED PARKING AREA ORZ1.=20.
o geotechnical testlng has been padormed on ate. Nowanenty EXISTING CONDITIONS uNSW1CK CCUNTv, NORTH CAROLINA -':
made m, sd,adifty or sabgrade, a"d a"dero° ane any reganed
edace -with sufesin-ndd shat be the resp-sidlty
1 the coMraclor. 77
OWNER: QUALITY SEF STORAGE, INC. DSH
LalarW. NC28451 ph,, -910-383-1425 Tau rvu
REV. NO. REASIONS DATE HANOVER DESIGN SERVICES, P.A.
GANG SURVEYORS ENG% EERS&GANOPGANNERS
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