20050402 Ver 2_CAMA Application_20170110

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Coastal Management
ENVIRONMENTAL QUALITY
�p0SJ3,a
January 4, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Karen Higgins
Division of Water Resources
ROY COOPER
Governor
- WILLIAM G. ROSS, JR. - .-
Interim Secretary
BRAXTON DAVIS
Director
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
NCWRC-Shell Rock Landing Boat Access
Project Location: Onslow County, at 248 Shell Rock Landing, Hubert.
Proposed Project: Proposes to redevelop an existing boat ramp by expanding an existing parking
lot.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
January 24, 2017. If you have any questions regarding the proposed project, please contact Ryan
Davenport, Permit officer at [phone]. Ext. 210. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
Nothing Compares„
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, N.C. 28557
[phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Wildlife Resource Commission ~
2. LOCATION OF PROJECT SITE: 248 Shell Rock Landing Rd.
Longitude: 77°09'56.01"W Latitude: 34'39'12.84"N
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -12/6/16
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received —12/1/16
Application Complete- 12/28/16
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Onslow Co.
Land Classification from LUP — Residential/Agricultural
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — N/A
Planned — N/A
(F) Type of Structures: Existing — Boat Ramp
Planned — Parking Lot
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) High Ground N/A 2ac N/A
(D) Total Area Disturbed: 2ac
(E) Primary Nursery Area: No
(F) Shellfish Classification: Closed
(G) Water Classification: SA-ORW
8. PROJECT SUMMARY: The North Carolina Wildlife Resources Commission is
proposing to redevelop an existing boat ramp by expanding an existing parking lot.

Field Investigation Report:
NCWRC
Page 02
9. NARRATIVE DESCRIPTION: The North Carolina Wildlife Resources Commission
project is located at 248 Shell Rock Landing Rd. in the Hubert area of Onslow County.
The project site is found by turning off of Hwy. 70 and onto Queens Creek Rd. in
Swansboro. At the terminus of Queens Creek Rd., turn left onto Great Neck Landing Rd.
before turning right on the Shell Rock Landing Rd. That the terminus of Shell Rock
Landing Rd. will be the Shell Rock Boating Access Area. The project is located on a high
ground cut off the AIWW.
The property is 2.9 acres in its entirety and averages +7' NHW in elevation. The property
is cleared and vegetated with various grasses. Existing on high ground is an existing gravel
parking areas. Two existing boat ramps and a floating dock provide launching access to the
public.
This area of the AIWW is classified as SA-ORW and is a not Primary Nursery Area. The
adjacent waters of the AIWW are open to the harvesting of shellfish but the basin connecting
to the ramp is closed. The Onslow County LUP classifies the area within the 575' Estuarine
Shoreline AEC as Conservation and all other areas Agricultural/Residential.
10. PROJECT DESCRIPTION: The applicant is proposing to redevelop an existing gravel
parking area into a renovated 62 space parking lot. The new parking lot would be 2ac in
size. It would provide 49 trailer spaces, 10 non -trailer spaces and 3 handicap spaces. No
portion of the parking area would be within the 30' buffer. The engineer (McGill &
Associates) has stated that the design will meet the 25% impervious limitation. This would
be accomplished by using a permeable grid in the parking areas and gravel in the driving
areas. The gravel would be a combination of #57 stone and abc stone. A sedimentation and
erosion control plan and a stormwater plan have both been applied for.
11. ANTICIPATED IMPACTS: A total of 2ac would be disturbed on high ground during
construction of this project. Temporary sedimentation could occur during construction.
This project should increase public access to Public Trust Waters. The engineer has
stated that impervious area within 575' of NEW will not exceed 25%
Name: Ryan Davenport Date: 12/29/16 Morehead City

McGill
A S SOC t ATE S
November 28, 2016
Mr. Ryan Davenport
Division of Coastal Management Morehead City Regional_ Office
400 Commerce Ave.
Morehead City, NC 28557
RE: CAMA Major Permit Submittal
Shell Rock Landing Boating Access Area
Onslow County
Mr. Davenport:
Please find the CAMA Major Application submittal package for proposed Shell Rock Landing
Boating Access Area project. Included with in this package are:
- One sets of plans
- One copy of CAMA Major Application (MP -1 and MP -3)
- Copy of Deed
- Project Narrative
The North Carolina Wildlife Resources Commission is making an electronic fee transfer in the
amount of $400 for the permit fee. Verification of that transfer will be sent to you once
completed.
After reviewing this submittal, please let me know if you need any additional information. Once
the application is accepted, please let me know of the start date for the review process. If you
have any questions or comments about this submittal package or the design, please do not
hesitate to call me at [phone] or email me at mark.hamlettnmc illengineers.com.
Sincerely,
McGILL ASSOCIATES, P.A.
,�Kd -----
RRECE
VED
Mark Hamlett, PE I
Project Manager DEC 0 12016
E n g i n e e r i n g - P l a n n i n g - F i n a n c e
McGill Associates, P.A. - 1915 Evans Road - Cary, NC 27513
Phone: [phone] -Fax: [phone]

DCN N!-1
APPLICATION for
Maior Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission
Project Name (if applicable) -
Shell Rock Landing Boating Access Area
Applicant 1: First Name
Division of Engineering Services
MI
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
Mailing Address
1720 Mail Service Center
PO Box
7� -7
City
Raleigh
State
NC
ZIP
27699
Country
Phone No.
919 - 707 - 0150 ext.
FAX No.
919 - 707 - 0162
Street Address (if different from above)
City
State
ZI P
Email
2. Agent/Contractor information
Business Name
Mcgill Associates
Agent/ Contractor 1: First Name
MI
Last Name
Mark
A
Hamlett
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1915 Evans Road
Cary
NC
ZIP
Phone No. 1
Phone No. 2
27513
919 - 378 -
9111 ext. 283
ext.
FAX No.
Contractor #
919 378 9127
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
DEC >a . 2016
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Onslow
248 Shell Rock Landing Road
1503
Subdivision Name
City
State
Zip
n/a
Swansboro
NC
28594-
Phone No.
Lot No.(s) (if many, attach additional page with list)
n/a - - ext.
n/a, , I ,
a. -In which NC riverbasin istheproject located? -- - -- - - -
b. Name of body of water nearest to proposed project -
White Oak
Intracoastal Waterway/Saunders Inlet/Onslow Bay
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural []Manmade ❑Unknown
Intracoastal Waterway/Saunders Inlet/Onslow Bay
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
Onslow County
Sfe Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
669 ft.
property = 126,324 sq. ft. (2.9 acres)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
7' ® NHW or ❑NWL
e. Vegetation on tract
Vegetation on the site consists mostly of grassed fields. Some coastal tree & shrub species are present along the canal and
Intercoastal Waterway shorelines.
f. Man-made features and uses now on tract
This parcel is currently used as a NC Wildlife Resources Commission public boat access ramp. Man-made features on the
site include a gravel driveway, gravel parking area, concrete boat ramp (2 lane), and floating dock.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Land adjacent to the project site include residential homes/lots.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
R -8M For Single Family Residential Lots
(Attach zoning compliance certificate, if applicable)
(min. 8000 sq. ft.)
❑Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
RECTUM
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
The existing site does not include any wastewater treatment facilities.
o. Describe existing drinking water supply source.
The existing site does not supply a drinking water source.
p. Describe existing storm water management or treatment systems.
The existing site has no stormwater management. There are no existing BMP's.
5. Activities and lmpacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project is for the improvement and expansion of parking opportunities at a public access boat ramp. This project will
rearrange the existing gravel surface and also increase parking by using a permeable parking surface. Concrete ADA
parking spaces and sidewalks will also be constructed. The boating access area will be open to the public 24 hours a day.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Basic site construction methods will be used. Equipment used will include an excavator, dump trucks, bulldozer, and roller.
Equipment will be stored on-site.
d. List all development activities you propose.
Construction will include a new parking area with gravel and a permeable parking surface. Concrete ADA parking spaces
and assocated sidewalks will be also be constructed.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 2.0 ❑ sq. Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Currently, water sheet flows from the property into the adjascent canal and Intercoastal Waterway. A permeable parking
surface will be used in the expansion of the existing parking lot, allowing additional water to infiltrate rather than run off. The
proposed development will not add any point discharge. Upon completion of the project water will continue to sheet/diffuse
flow to the canal and Intercoastal Waterway.
i. Will wastewater or stormwater be discharged into a wetland? []Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal.
J I a.- It 9 M. I V r -
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidonallnfonnadon
!n acldltion tg this comple1e0 applicaflon loan, (MP -1) the following items below, if ap#icable, must be submitted fn order for the application
paces _00'= mplete: Items (a) - (f) are atways'applicable to any majordeve/opment application. Please consult the application
mstructton. boldet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? if previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on proposed project to the Division of Coastal Management.
Name Watwidc Shem Hull &Others Phone No.
Address 252 Shell Rock Landing Rd Hubert, NC 28539
Name Shell Rock LLC Phone No.
Address 105 Shell Rock Landing Rd Hubert, NC 28539
Name, PhoneNo.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW8 050320 (June 1, 2005 to NCWRC)
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
T. Certffication and Permission to Enteron Land
1 understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date November 28, 2016 Print Name Jeffrey L. Hudson
Signature
Please indicate application attachments pertaining to your proposed project.
DDCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
ODCM MP -3 upland Development
❑DCM MP -4 Structures Information DEC 01 2016
252-808-2808 .. 1-888.4RCOAST www.nccoastaimanagament.net

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 2
N/A, No structures or buildings are proposed with this
project.
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes []No ❑NA
(ii) If yes, list the date submitted: November 28, 2016
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
25%
L Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
24.8%
j. Describe proposed method of sewage disposal.
N/A
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface ruoff will sheet flow from the site into the adjacent
canal and Intercoastal Waterway. Runoff will also
infiltrate through permeable pavement parking lot.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2.0 ac
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Permeable grid, #57 stone and abc will be used in the
proposed parking lot. ADA parking spaces and associated
sidewalk will be constructed using concrete.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No [INA
(ii) If yes, list the date submitted: _November 28, 2016_
k. Have the facilities described in Item (i) received state or local
approval?
[]Yes ®No [INA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
DEC 0 12016
,DCM- MHD CITY
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Y
Form DCM MP -3 (Upland d Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well, n. (1) Will water be impounded? []Yes ONo [JNA
community, public system, etc.) (ii) If yes, how many acres?
The existing site does not supply any drinking water.
o. When was the lot(s) platted and recorded?
January 10, 2008
November 28, 2016
Date
Shell Rock Landing Boating Access Area
Protect. Name
Mark Hamlett, McGill Associates, P.A.
Applicant Name `
p. if proposed development is a subdivision, will additional utilities be
Installed for this upland development?
❑Yes E]No ONA
252-808-2808 :: 1-888-4RCOAST :: www.necoastaimananoment.net
DEC 0 12016
revised: 12/26/06

SHELL ROCK LANDING BOATING ACCESS AREA
DCM MP -1
NOVEMBER 28, 2016
SHELL ROCK LANDING BOATING ACCESS
AREA
NARRATIVE
PROJECT DESCRIPTION
The Shell Rock Landing Boating Access Area project is located in Swansboro, NC at the end of
Shell Rock Landing Rd (SR 1503) near the Intercostal Waterway. The existing property is used as a
North Carolina Wildlife Resources Commission boating access area. Currently there are a gravel
parking area, paved boat ramp, and floating dock on the site. On-site parking is limited due to the
impervious surface restrictions, as the site is within the 575' AEC of the adjacent SA:ORW waters.
This project proposes to improve the parking areas on site to better serve the public and maximize
available on-site parking opportunities while also ensuring compliance with all associated permits.
Improvements to the on-site parking area include the rearranging of existing gravel and the use of a
pervious parking surface. The cross section includes filter fabric, #57 stone and a permeable plastic
grid, which is considered apervious surface as described in Session Law 2015-149, House Bill 634.
The parking lot is being expanded to increase parking for trailered and non-trailered vehicles, as well
as an increase in ADA parking.
DEC ® 12016
1 l- MHD CITY

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Shell Rock Landing
Boating Access Area
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NOTES
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASURED IN
FEET UNLESS OTHERWISE NOTED,
2) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A
COMPLETE TITLE SEARCH. THE OWNERSHIP INFORMATION WAS
OBTAINED FROM THE TAX RECORDS OF THE COUNTY REGISTRY.
A TITLE SEARCH IS RECOMMENDED.
3) AREAS COMPUTED BY COORDINATES,
4) NO EASEMENT FOUND FOR THE WATERWARD PORTION OFT IE
SHELL ROCK LLC PROPERTY
5) DATE OF SURVEY: 7/28/2016
6) NORTH CAROLINA 811 MARKED THE UTILITIES WITHIN THE RIGHT OF WAY.
7) LANIER SURVEYING CO. MARKED THE UNDERGROUND POWER LINE ONSITE.
8) CONTACT NCDENR PRIOR TO CONSTRUCTION OR LAND DISTURBING AC11VITIES
FOR PERMITS, REGULATIONS AND SETBACKS.
4
GRID TIEN
NOS MONUMENT "RUSSELL 2 RM AR
N:335226.19'
E:2542907>23' TITLE REFERENCE
ELEV: 36.48' D.B.1825, PG.803
I, ,3002, PG.225
VERTICAL DATUM D.B.1694, PG.195
NAV—D88FEET -- M.B,4 , PG, 4
HORIZONTAL DATUM- FLOOD DATA
----
&&R—THCAROLINA GNSS REAL TIME NETWORK FIRM MAP: 37205353003
N.C. STATE PLANE FEET NAD 83 (2011) EFFECTIVE DATE: NOV. 3, 2005.
PURPOSE OF SURVEYf-0 ZONING -DATA
6 -OU—ND-A,--R-,Y--S-U-",R-V-E-Y-AND—TO--P-O- GRAPHIC SURVEY ZONE: R -8M
1, BRENT A. LANIER, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS PREFORMED
AT THE 95 PERCENT CONFIDENCE LEVEL (2 SIGMA) TO MEET Lcii
GEOGRAPHIC DATA COMMITTEESTANDARDS; THAT THE HORIZONTAL
ACCURACY IS 0.01 FEET, THAT THE VERTICAL ACCURACY IS 0.01 FEET ........
AND THAT THE ORIGINAL DATA WAS OBTAINED ON 8/25/2016; THAT
�10
THE SURVEY WAS COMPLETED ON 9/l/2016; ALL COORDINATES ARE
SEAL
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SHELL ROCK LLC
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THIS DEED CALLS FOR A POINT IN
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C.C.
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WITH GRADE
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D.B. PG. = DEED BOOK, PAGE
M.B. PG. = MAP BOOK, PAGE
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RIGHT-OF-WAY
EXISTING WELL
E.I.P. = EXISTING IRON PIPE
E.I.S. = EXISTING IRON STAKE
Z E.M.N. = EXISTING MAG NAIL
S.I.S.= SET IRON STAKE
S.M. N.= SET MAG NAIL
SIGN
WOOD FENCE
CHAIN LINK / WIRE FENCE
FLOOD ZONE LINES
POWER LINES
COMMUNICATIONS LINE
CONCRETE
PARCEL 1315111
JOHN MICHAEL REMLEY AND
DIANE LYNN BURRY
D.B. 2110, PG. 438
MAG NAIL FLUSH WITH
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BOUNDARY LINE TABLE
(HIGH WATER MARK)
OLD C&CRIFTE &
CD, ASBESTOS BULKHEAD TOPOGRAPHIC "URVEY
*34*49' W 34,93, HIGH WATER LINE
STATE OF NORTH CAROLINA
LARGE LIMESTONE
OLD CONCRETE & RIP -RAP P SHELL ROCK LANDING
ASBESTOS BULKHEAD 248 SHELL ROCK LANDING ROAD
It
TOWNSHIP: SWANSBORO COUNTY.* ONSLOW STATE: NC
'v I—
F
DATESEPTEM�ER 13, 2016
Ivy SURVEYONO COMPAW
414�
401 L 624-4 W. CORBETT AVE. SCALE: 1 30' —
SWANSBORO, NC 28584
[phone]
GRAPHIC SCALE
0 30' 60' 90'
19 fn -on 1=
( IN FEET)
1 inch = 30 ft.

M
EDGE OF
PAVEMENT
`— STOP SIGN
EXISTING SPLIT
RAIL FENCE TO
REMAIN
4,
' Itu UUINUML I L mum
40'
PARKING
EXISTING CONDITIONS:
ADA TRAILER
STANDARD
PROPOSED CONDITIONS:
ADA TRAILER
ADA NON—TRAILER
STANDARD TRAILER
STANDARD NON—TRAILER
IMPERVIOUS CALCIULATIONS
EXISTING CONDITIONS:
IMPERVIOUS SURFACE
GRAVEL 27,826 SF
CON CRETE3,735 SF
TOTAL IMPERVIOUS 31,561 SF
PROPOSED CONDITIONS:
0
PERMEABLE GRID
26,450
SF
100% IMP. CREDIT
26,450
SF
REMAINING IMPERVIOUS
2:
GRAVEL
11,869
SF
CONCRETE
3,735
SF
IMPERVIOUS SURFACE
PARKING
15,171
SF
SIQEWALK
495
SF
TOTAL IMPERVIOUS
31,270
SF
TOTAL IMPERVIOUS
REDUCTION
291
SF
LIGHT
V POLE
R3 1 TIE GRAVEL TO
EXISTING CONCRETE
12" x 12"
CA MA CONCRETE BAND
BUFFER 32'
EXISTING CONCRETE ADA
4' WELDED WIRE PARKING AND SIDEWALK
REMAIN
FENCE (TY o)
LANDSCI
TOP OF TO RI
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SLOPE POLE RAIL FENCE TO
it REMAIN
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PROPERTY
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WETLANDS do
ADJACENT PROPERTY
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QRADING NOTES
1e INITIATE CONSTRUCTION SEQUENCE FOR EROSION CONTROL.
2. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO
PREVENT STANDING WATER AND ENSURE THAT STORMWATER SHEET
FLOWS AWAY FROM SITE.
3. ALL NEW GRADING SHALL MEET EXISTING GRADES WITH SMOOTH
TRANSITIONS.
4. ALL FILL SLOPES SHALL BE 4:1 OR LESS.
5. SUBGRADE BENEATH PERVIOUS GRID SHALL NOT BE COMPACTED.
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE
FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALL NOTIFY THE OWNER OR ENGINEER IF ANY
DISCREPANCIES ISIT.
7. CONTRACTOR SHALL NOTIFIY NC ONE—CALL PRIOR TO BEGINNING
CONSTRUCTION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES.
ADA NOTES
1. ADA PARKING TO BE A MAXIMUM OF 2.0% SLOPE IN ANY DIRECTION
(PARKING SPACES AND AISLES).
2® SIDEWALK SLOPES TO BE A MAXIMUM OF 5.0%.
3. SIDEWALK CROSS SLOPES TO TO A MAXIMUM OF 2,0%.
— CONTOUR
—13 1CONTOUR
CONTOUR
1' CONTOUR
. .. . .. 30' LAMA BUFFER
PERMEABLE GRID
4 CONCRETE SIDEWALK/PAD
4,1 4 & DRIVEWAY ENTRANCE
I l5
. .. . ......
.. ....... ...
GRAVEL
X X
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CLASS B
RIP RAP
Ak C
CLASS IP AP
CONCRETE DRIVEWAY APRON WITHIN NCDOT
RIGHT OF WAY. TIE TO EXISTING PAVEMENT
(SEE SHEET 6.02)
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