20050576 Ver 1_Complete File_20050516

D s-osl)
Permit Class
INTODIFICATIONIMAJOR
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Permit N
47-01
Coastal Resources Commission
' D ?(r-zl?? V l.5
D
for MAY 1 7 2005
X Major Development in an Area of Environmentab cern
pursuant to NCGS 113A-113 ktEuj6i rips R Y BRMCH
X Excavation and/or filling pursuant to NCGS 113-229
Issued to NC Wildlife Resources Commission, 1720 Mail Service Center, Raleigh, North Carolina, 27699
Authorizing development in Carteret County at adj. to Straits & North River (SR 1335) in
the community of Straits , as requested in the permittee's application dated (MP-1) dated 1119105,
(SIP-3) dated 2/4/0 including the attached workplan drawings (5) dated 2/4/0
This permit, issued on Mnv 3, 200-5 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan will be required for this project. If such approval
has yet to be granted, the permittee shall contact the Department of Environment and Natural
Resources, Land Quality Section, 127 Cardinal Drive Extension. Wilmington, NC 23403.
1) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented
to ensure that eroded materials do not enter adjacent wetlands, watercourses and property -silt
fence, diversion swales or berms, etc.)
2) In order to protect water quality, runoff from the construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
(See attached sheet for additional conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. -kn appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2006
Signed by the authorir: of the Secretary of UE\R and the
Chairman of the Coastal Resources Commission.
a'rles S. Jones. Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent ?yith the North Carolina Coastal
Signature' of PermiUee
Mana_ement Prouam.
N.C. Wildlife Resources Commission
Stormwater Management
Permit #47-01
Page 2 of 2
3) The Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission on 7/19/04 (Permit No. SW8 001243). Any violation of the
permit approved by DWQ shall be considered a violation of this CAMA permit.
General
4) No excavation, filling, or grading activity of any sort shall be allowed within wetlands or waters of the
state.
5) This major modification shall be attached to the original of Permit No. 47-01, which was issued on
4/18/01, as well as the renewal issued on 1113105, and copies of all documents shall be readily available
on site when Division personnel inspect the project for compliance.
6) All conditions and stipulations of the active permit remain in force under this major modification unless
altered herein.
NOTE: This permit does not eliminate the need to obtain any additional Federal. State, or local permits,
approvals or authorizations that may be required.
NOTE: Any development or land disturbing activity that is considered non-water dependent shall not be
authorized within 30 feet of the normal high water level unless specifically exempted by Coastal
Resource Commission (CRC) regulations in place at the time of such development.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No.
050576.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200001511.

MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhuis
WQ Supervisor: Fd BPrk
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NC Wildlife Resources Commission - Straits L
Project Number 05 0576
Recvd From DCM
Received Date 4/6/05 Recvd By Region
Project Type parking lot expansion
County Carteret
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA F_- O Y O N F__ 21-35-1 SA HQW 30,504. F_ F_
PT _0N F_F_-???1__F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
No 401 Water Quality Certification is required for this protect as proposed. JHS 04/19/2005
cc: Regional Office
Central Office Page Number 1
&05y8
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
April 4, 2005
MEMORANDUM: I ` - }
TO: Ms. Cyndi Karoly A P R G
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Pen-nit Application Review
Applicant: NC Wildlife Resources Commission / Straits Landing
Project Location: Carteret County: Adj. to Straits & North River on the mainland side of the Harker's
Island Bridge on SR 1335 in the community of Straits, NC.
Proposed Project: The applicant proposes this major modification to Permit # 47-01 to complete the
expansion of the parking area.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
April 25, 2005. If you have any questions regarding the proposed project, please contact Tere Barrett at
[phone]. When appropriate, in-depth comments with supporting data are 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
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal opportunity \ Affirmative Action Employer - 509% Recycled \ 10% Post Corsumer Paper
C
DCM ° DWQ Y
Development Type FE? (14300 1601 435100093 1625 62531 (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not involve 5250 100°0 ($250) 0°0 (SO)
the filling or excavation of any
wetlands or open water areas:

ublic cr commercial development v _
that does not involve the filling or $400 1001'.($400) 0% (s0)
excavation of any wetlands or
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of weti'ands and/or open water
areas, determine if A, B, C, or D 'j
below applies:
ja
III(A). For Private, nen-commercial 1
development, If General water Quality s250 100°5 (5250) 0°'0 (SO)
Certification No.3301 (see aCached) t
:

can be applied:
t` 4

III(B): For pubfic or commercial
development, if General water Quality 5400 100°0 (5100) 0°0 (SO) :
Certir.cation No.3301 (see a"ached)
can be applied: t `
'•d
III(C). If General VJater Quality
`
Certification No. 3301 (see a"ached) x
q
could be aGGl'ed, but DCM staff a
"
de!ermined that additional review and 5400
d 60°0 (5240) 40°o (5160)
wn"en DWQ concurrence is neede
because of ccncems related to water
quality or aquatic life: r
?0l
'
,Vater Qualify
MID). If General .
Certification No. 3301 (see a,"-ached) S400 60°0 (5240) 4q, 40°0 (5160) X
can not be applied: , t
All
_
F? r
IV. For development that involves
the filling and'cr excavation of more
5475
60°0(5295)
? 5 190 t,

(S ISO)
40%
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: NC Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: Adjacent to Straits and the North River on the mainland side of
the Harker's Island Bridge. This property lies on the northwest side of the bridge, on SR 1335, in the
community of Straits, Carteret County.
Photo Index - 2000: 55-666, grids 15 B & C, 16 C 1995: 41-502, grids 11 & 12, P & Q
State Plane Coordinates - X: 2729400 Y: 361800
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - December 01, 2004
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - cc: March 31, 2004
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification from LUP - Rural/Conservation
(B) AEC's Involved: ES
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Public Boat Launching Facility
Planned - Parking Area Expansion
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) High Ground 1.4 ac
(D) Total Area Disturbed: 1.4 ac
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUNIMARY: The North Carolina Wildlife Resources Commission constructed a public
boat ramp with limited parking under State Permit #47-01. In July of 2004, they obtained a
modification to the low-density stormwater plan to enlarge the parking area. Construction began
without modifying State Permit #47-01, and the applicant received a Notice of Violation. The
application at hand is a result of the need to complete the expansion of the parking area, and will be
handled as a Major Modification to the existing CAMA Permit, which is set to expire on December
31, 2006.
NC WRC
April 1, 2005
Page 02
9. NARRATIVE DESCRIPTION:
This proposal represents a Major Modification to State Permit #47-01, expiration 12/31/06.
The project site is a 2.56-acre tract, averaging +7' msl in elevation, currently developed as a
public boat launching facility. The property is owned by the State of North Carolina, and lies
within the Carteret County community of Straits, on the northwest side of the SR 1335 bridge to
Harker's Island. Visibility upon encroaching the site is low and potential for seeing turning
vehicles poor, due to the wooded area immediately preceding the property. The project site fronts
the North River at its confluence with Straits. An Environmental Assessment was prepared,
circulated, and a FONSI accepted for the original proposal on 10/11/00. The project has been
constructed in its entirety. Both a stormwater plan (SW8 001243) and a sedimentation/erosion
control plan (9187 S 1) were submitted and approved for the original project, and each has been
modified for this proposed expansion.
The property has a sandy beach adjacent to Straits that is conducive to public use, and
consequently, is a popular local fishing spot. The vegetation on site is sparse, consisting mostly
of stressed shrub/scrub species above the zone of tidal influence. The shoreline of the property is
vegetated sporadically with S artina alterniflora. Submerged aquatic vegetation is present adjacent
to the site, more to the west side than closer to the bridge.
The North River and Straits systems in this area are open to the taking of shellfish for
consumption; the DWQ Water Quality Classification is SA; the waters are not designated as
Primary Nursery Area by the DMF; and the Carteret County Land Use Plan classifies this area of
the county as Rural, with all AEC's classified Conservation. The body of water at the project site
is stated as .7 mile in width. Current soundings within the North River at the project location
range from -.8' nlw to -5' nlw.
As stated above, the previous permit authorized a boat ramp with access docks, a short access
channel, and low-density 140' x 125' crushed stone parking that accommodates 26 vehicles. A
vinyl bulkhead was constructed landward of the wetlands along the perimeter of the property
under the original permit, as was a system of breakwaters along the ramp. The site has proven to
be popular for launching use, and has necessitated enlarged parking. The proposal at hand is to
request a modification to the permit to allow for this parking expansion.
The WRC is proposing to grade 1.4 acres of high ground for the construction of an expanded
parking and maneuvering area. Designing to contain stormwater onsite, the applicant has devised
a "pervious" parking area that will be 220' x 125' in size. Construction will consist of subsurface
Geoweb system to allow for infiltration through stone, with an earthen berm surrounding the
parking lot to reduce flow to the adjacent waters. The Geoweb liner will be placed at the +5.1'
elevation, with 4" of collapsed Geoweb, capped with 1" stone for a finished elevation of +5.6'
msl.
NC WRC
April 1, 2005
Page 03
Because this type of system is experimental in nature, it must be considered impervious by the
DCM for purpose of AEC coverage determinations. The applicant's engineer has evaluated the
innovative stormwater system and has determined that the 6155 sf of stone parking within the
Estuarine Shoreline AEC will function with an 18% stormwater runoff rate. A weir on the
western end of the parking lot will allow for sheet overflow through a 20' x 50' vegetated swale.
The existing parking area extends to within 73' of the nhw contour. The western 40' of the
proposed parking area will extend to within 30' from the nhw contour, and to 8' at its closest
point, resulting in approximately 500 sf of parking area within 30' of the nhw contour line. The
vegetated swale will terminate 20' landward of the nhw contour.
The expanded parking area will accommodate 39 vehicles, or 50% more than does the existing.
10. ANTICIPATED IMPACTS:
The proposal will require the grading of 1.4 acres of high ground, to be surfaced with a
Geoweb "pervious" parking area. Impervious area within the Estuarine Shoreline AEC will
total 18% based on the innovative stormwater design submitted. Parking for the public ramp
will increase from 26 spaces to 39 spaces. Turbidity concerns during construction can be
addressed through proper sedimentation/erosion control measures. Approximately 500 sf of
the parking area designed as "pervious" will be constructed within 30' of the nhw contour.
Use of the facility should not change or volumes increase. Public safety should improve by
the elimination of parking on the road shoulders.
Tere Barrett April 01, 2005 Morehead City
Form DCi1I-ivIP-1
A PPLIC A ra"ff 0
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name North Carolina Wildlife Resources Commission
Address 1720 Mail Service Center
City Raleigh State
Zip 27699-1720 Day Phone
Fax [phone]SO
b. Authorized Agent:
Name
Address
city
zip
Fax
919-715-3155
,. N
'.0
C. Street address or secondary road number
SR 1335
d. Is the proposed work within the city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) North River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Expansion of the existing parking lot through the use of a pervious
system of Geovveb material and 67 stone. Outside of grading
for proper stocmvvater infiltration and the installation of the
State pervious system, no other construction is
proposed.
Day Phone
b
c. Project name (if any) NCWRC Straits Landing
Boating Access Area
NOTE: Permit will be issued in name oflandowner(s), and/or
project nante.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
b. City, town, community, or landmark
Harkers Island
C
Is the proposed activity maintenance of an existing
project, new work, or both? Both
Will the project be public, private or commercial
use? Public
a. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages.
This construction will expand parking at an existing BAA facility
that provided free public boatin, access to
North River and adjacent waters. The following equipment
will be used: bulldozer, backhoe, trackhoe, motogader and on-
liehwav damn trucks.
Form DCNI-MP-1 !'a
J
i
4. LAND AND WATER r
CHARACTERISTICS
a. Size of entire tract 2.56 acres
b. Size of individual lot(s)
1.4 Acres Lot 1, 1.16 Acres Lot 2
C. Approximate elevation of tract above MHW or NWL
Existing approx. 7.5 feet above NWL disregarding fill material
Proposed approx 5.5 feet above NWL
d. Soil type(s) and texture(s) on tract
Altavista loamy fine sand
e. Vegetation on tract Mixed grass and shrubbery. Wetland
areas have marsh elder, salt-meadow hay, and sea ox-eye. Portion
of tract to be under construction is populated with atasses onlv.
f. Man-made features now on tract Wooden bulkhead,
geographic monument, concrete boat ramps, vinyl bulkhead, vinyl
breakwater, wooden docks, concrete apron, gravel parking lot.
post and cable fence.
g. What is the CAMA Land Use Plan land classification
of the Site? (Consult the local use plan)
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
unzoned
Is the proposed project consistent with applicable
zoning? X Yes No
(attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
if yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on site? X Yes No
Coastal (marsh) X Yes No
if yes, has a delineation been conducted? no
(attach documentation, if available)
No official delineation has been conducted by USACE.
in. Describe existing wastewater treatment facilities.
N/A
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down", and residential discharges.) Surface ninoff
directed via sheettlow through grass buffers is current. Proposed is
infiltration though basin covering entire parking lot with overflow
veeetated filter. .
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 1 k" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
Form DCINI-INIP-1
• A Stormwater Certification, if one is necessary.
• 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 the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Gertrude Watson
Address 107 Marshfield Place, Cary, NC 27513
Phone [phone]

Name NCDOT
Address 139 Masontovm Rd
Ne«port, NC 28570
Phone [phone]S I I

Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits
issued for work on this project tract. Include
permit numbers, permittee, and issuing dates.
CA:%iA #47-01, NCWRC, Jan 13 05, extension of original permit
47-01
• A check for S250.00 made payable to the Department of
Environment, and Natural Resources (DENR) to cover the
costs of processing the application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) if the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environment Policy, Act.
tl ?
6. CERTIFICATION AND
PERMISSION TO ENTER ON LAND
I 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the 19 day of January , 20 05
Print Name Thomas T. Covington
Signature ?,/Itn Y roy Ur
Landoer oral uthorized , agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures
_ DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCM-NIP-3
f ,}
U PLAIN Iff 3"
D1v1A7-ff7L0--"`M-w"1vT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
Permit, Form DCM-MP-1. Be sure to complete all other Permit may also require a Stormwater Certification.
sections of the Joint Application that relate to this Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?
X Yes No
a. Type and number of buildings, facilities, units, or
structures proposed 1, pervious parldng lot system
If yes, date submitted Approved 19 July 2004
i. Describe proposed method of sewage disposal.
N/A
b. Number of lots or parcels
c. Density (give the number of residential and the units
per acre) N/A
d. Size of area to be graded, filled, or disturbed including
roads, ditches, etc, approximately 1.4 acres
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.
If applicable, has a sedimentation and erosion control
plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted 15 September 04.
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces.
67 Stone
j. Have the facilities described in item i. above received
state or local approval N/A
(attach appropriate documentation)
k. Describe location and typeof proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
storm water retention on-site through the use of
a pervious pavement system with a vegetated buffer overflow
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
N/A
in. Will water be impounded? Yes X No
If yes, how many acres?
n
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking 18% impervious,
currently, 34%
proposed
If the project was an oceanfront development, when
was the lot(s) platted and recorded? N/A
Straits Landing Boating Access Area
Applicant or Project Name
gnaturc
February 4, 2005
Date
Narrative for Straits Landing BAA Pervious Parking Lot
Proposal
Project Description
The North Carolina Wildlife Resources Commission (NCWRC) is proposing construction of a new
pervious parking area on a 2.56-acre tract of land that provides free public boating access to
North River, Back Sound, The Straits, and Core Sound. The proposed location is approximately
6.5 miles from the Atlantic Ocean and 10 miles from the Intracoastal Waterway. The existing
facility includes two single lane concrete boat ramps, two fixed docks, one floating dock, a
vertical breakwater, two vinyl retaining walls, and a bulkhead along the shoreline. Currently,
there is a 140' x 125' (approx) crushed stone parking lot on approximately 1.6 acres of land.
Entrance to the access area is directly from SR 1335. The existing parking area was designed to
conform to permit requirements, but limited the number of spaces that could be made available
to the boating public. Since its opening, the BAA has seen use much greater than planned, which
has lead to parking in non-designated areas, to include off site on DOT right-of-way, which
presents serious hazards to the public, as they are required to cross a highway to get to the
launch area. The NCDENR Division of Water Quality's stormwater regulations require that high
density areas (more that 25% impervious) have a best management practice utilized on-site as
part of the stormwater plan. An approved stormwater permit has been issued. The attached
plats show the layout features that tailor to a more effective means of stormwater control. This
narrative proposes a design that will reduce the stormwater runoff by utilizing the entire parking
area as a system to allow the stormwater to infiltrate, and increase the number of spaces for
additional use.
Site Description
North River, Back Sound, and Core Sound are classified as SA waters, and portions of Back and
Core sounds are further classified as ORW. North River has an average width of 0.7 mile at the
location of the proposed ramp, which will be just over 1 mile to Back Sound and approximately
0.5 mile from The Straits. The project site is located on the north side of the Harker's Island
Bridge on SR 1335 approximately 4 miles south of Highway 70 via SR1332 near the community of
Otway. Current land uses of the project area are as a North Carolina Wildlife Resources
Commission Boating Access Area. Current land uses adjacent to the project area include forested
areas and private property.
Adjacent Property
The adjacent property consists of the following:
1. North boundary - Adjacent to landowner Fannie Watson
2. East boundary - NCDOT maintained SR 1335
3. Southwest boundary - North River which is under USACE jurisdiction
Soils
A Carteret County Soil Survey Field Sheet delineates the project site with Altavista loamy fine
sand, which is moderately well drained. Due to the site being previously disturbed and used to
store excess soil, several soil profiles have been conducted on the site in the vicinity of the
proposed infiltration basin to determine the soil type and permeability rate. A soil infiltration rate
of 0.52 inches per hour has been designated as necessary to obtain proper infiltration based on
the design storm. The reports determined that the rate is obtainable from design grade to a
depth of 16-18" minimum, with a maximum depth to the water table. Copies of the soils reports
are included for review. Redevelopment of this access area will not require the clearing of any
wooded areas. Wooded areas adjacent to the project site will not be disturbed. No sitework is to
be undertaken waterward of the existing bulkhead, and no wetlands are to be impacted.
Hydrology
The drainage area of the 2.56-acre property has been divided into two sub-drainage areas. This
plan will give specific details for each drainage area. The first drainage area is titled "tract 2" on
page C-2. It conveys the rainwater through sheet flow to a vegetated buffer with a minimum
length of 50'. Per the stormwater permit requirements, this area will require minimal regarding
in order to obtain proper flow to the vegetated buffer. The second and larger drainage area,
"tract I," is where most of the construction is to take place. Proposed final elevation of the
parking lot is 5.6, although through the use of Geoweb and 67 stone, actual soil elevation is 5.2.
There is a compacted earth berm around almost the entire site, with an elevation of 6.0, , which
allows the entire parking lot to act as a "tub," trapping stormwater and allowing it to infiltrate at
a rate of at least 0.52" per hour. There is a weir on the western edge of the parking lot with an
elevation of 5.9, so that in the event that rainfall exceeds the infiltration rate, and the "tub" fills,
water flows over the weir section and into a vegetated filter Swale. This grassed swale is
designed to convey overflow runoff from a rain event in case the infiltration basin is overloaded.
The proposed swale has a gentle slope that naturally drains stormwater to a grassed buffer area
at the westernmost area of the property, which is at least fifty feet long.
Straits Landing Boating Access Area
Innovative Stormwater Design Narrative and Calculations
Located just before the first Harker's Island bridge, off of SR 1335 in Carteret County,
NC, is the Straits Landing Boating Access Area. Existing Development on this site
consists of a boat ramp and a small gravel parking lot. This site is located within the
White Oak River Basin, with stormwater runoff draining to the North River, stream Class
SA. A stormwater management permit has been issued to allow for proposed expansion
of the gravel parking lot, which takes the area from a low-density to a high-density
category.
The overall area of the site is 2.56 Acres, with the Area of Environmental Concern
consisting of 0.81 acres, or 35,284 SF. Previously, the impervious area of development
within the AEC was 6,155 SF, or 17%. The proposed parking lot, since not recognized as
an accepted pervious structure by the Division of Coastal Management, will be classified
as impervious for calculating the proposed impervious area. The proposed parking area
adds 5,738 SF to the existing, for a total of 11,893SF of impervious area, or 34%.
Although DCM requires that only the 4% over the maximum 30% impervious be shown
to act as pervious type of proposed structure, the Geoweb parking system, allows for
complete infiltration, which will reduce the amount of impervious area to the existing
17%.
The parking lot expansion at the BAA is proposed to be a porous parking lot system that
will allow stormwater runoff from the first 1.5 inches of rainfall to infiltrate, as required
for areas draining to SA waters. However, since an offline bypass in not provided for this
system, NCDENR has required a storage volume three times the design storm, or 4.5
inches. This will be accomplished with a porous parking lot system with additional
storage located above the surface of the parking lot. The proposed porous system will
consist of a product by Presto Products Company called Perforated Geoweb. This
product will be filled with 67 Stone (void space -35-45%) that will allow water to
infiltrate to the subgrade. It is proposed to replace the existing gravel parking area with
this porous system.
Another important aspect of the proposed porous parking lot system will be to remove
85% of the total suspended solids (TSS) resulting from the first 1.5 inches of rainfall on
the runoff. Referring to the enclosed calculation, since all of the runoff from the first 1.
inches of rainfall will be stored within the Geoweb parking system; the TSS removal
efficiency will be 100%, assuming the proposed system functions properly.

Infiltration Calculations
Determination of Water Quality Volume (WQv)
Structure acts as infiltration basin
Calculations for the IMPERVIOUS AREA WITHIN THE AEC OVER THE 30% ALLOWABLE
Calculations are for the proposed parking area only, and assuming that the entire proposed parking area within the AEC
is considered impervious for water volume calculations
WQv = (P)(Rv)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv = 0.05+0.009(1) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input Data
Total Area, A, within the AEC = 0.1317 acres 5,738 SF of proposed parking area
Impervious area = 0.1317 acres within the AEC
Percent Impervious cover, I = 100 %
Rainfall, P = 4.5 inches
Calculated Values
Rv = 0.95
WQv = 0.046918 acre-ft
= 2043.754 cf.
Drawdown Calculations
Per the NCDENR handbook "Stormwater Best Management Practices" (April 1999), drawdown of the
stormwater runoff shall occur within 5 days using a minimum infiltration rate of 0.52 inches per hour.
Input Data
WQv = 2043.754 cf.
Bottom Area = 5738 sf (flat area of proposed parking lot within AEC)
Infiltration Rate = 0.52 in/hr
Void Ratio cf Stone = 35%
Calculated Values
Volume of stone provided = 2409.96 cf
Depth of Stone = 0.42 feet
= 5 inches
Storage provided in stone = 843.486 cf
Volume of storage required above stone = 1200.268 cf
Depth of water above flat stone bed = 0.21 ft
EL Needed = 5.81 ft
elevation of overflow wier is actually 5.9
Bottom of Geoweb = 5.18 ft
Total Depth of Storage = 0.63 ft
= 7.56 inches
Drawdown Time = 14.53846 hours
= 0.605769 days
ALL WATER PONDS INSIDE THE PARKING SYSTEM WITHIN THE AEC, INFILTRATING, ALLOWING NO RUNOFF
AS SUCH, THIS STRUCTURE ACTS AS A PERVIOUS SURFACE, WHICH MAKES THE ACTUAL AMOUNT OF IMPERVIOUS
SURRFACE WITHIN THE AEC 18%
o?oF W A rER pG
O
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 19, 2004
Mr. Gordon Myers, Division Chief
NC Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699-1720
Subject: Stormwater Permit No. SW8 001243
Straits Landing Boat Ramp
High Density Project
Carteret County
Dear Mr. Myers:
OUT
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Straits Landing Boat Ramp on July 8, 2004. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW8 001243 dated July 19, 2004, for the construction of the subject project.
This permit shall be effective from the date of issuance until July 19, 2014, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWA-RPERMIT\001243.ju104
cc: Brandon Finch, P.E., The John R. McAdams Company
Katrina Marshall, Carteret County Building Inspections
Division of Coastal Management
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
4fh'?
NCDENIR
Infiltration Calculations
Determination of Water Quality Volume (WQv)
Calculations for the entire system
WQv = (P)(Rv)(A)/12
where,
WQv = water quality volume (in acre-ft)
Rv = 0.05+0.009(1) where I is percent impervious cover
A = area in acres
P = rainfall (in inches)
Input Data
Total Area, A = 0.81 acres drainage area for entire parking lot
Impervious area = 0.71 acres parking lot only
Percent Impervious cover, I = 87.5 %
Rainfall, P = 4.5 inches
Calculated Values
Rv = 0.8375
WQv = 0.254391 acre-ft
= 11081.26 cf.
Drawdown Calculations
Per the NCDENR handbook "Stormwater Best Management Practices" (April 1999), drawdown of the
stormwater runoff shall occur within 5 days using a minimum infiltration rate of 0.52 inches per hour.
Input Data
WQv = 11081.26 cf.
Bottom Area = 26326 sf (flat area of proposed parking lot)
Infiltration Rate = 0.52 in/hr
Void Ratio of Stone= 35%
Calculated Values
Volume of stone provided = 10969 cf
Depth of Stone = 0.42 feet
= 5 inches
Storage provided in stone = 3839.15 cf
Volume of storage required above stone = 7242.106 cf
Depth of water above flat stone bed = 0.27 ft
EL Needed = 5.87 ft
Bottom of Geoweb = 5.18 ft
Total Depth of Storage = 0.69 ft
8.29 inches
Drawdown Time = 15.94231 hours
= 0.664263 days
THESE CALCULATIONS SHOW THAT THE ENTIRE PERVIOUS PARKING AREA WILL WORK AS
DESIGNED, AS LONG AS AN INFILTRATION RATE OF 0.52 IN/HR IS MAINTAINED.
SOIL TESTING HAS SHOWN THAT AT THE PROPOSE ELEVATIONS, INFILTRATION RATES ARE
A MINIMUM OF 0.52 IN/HR

State Stormwater Management Systems
Permit No. SW8 001243
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Gordon Myers, NCWRC
Straits Landing Boat Ramp
Carteret County
FOR THE
construction, operation and maintenance of a GeoWeb porous pavement system, in
compliance with the provisions of 15A NCAC 2H .1000 hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until July 19, 2014, and shall be
subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The GeoWeb porous
pavement has been designed to handle the runoff generated by 4.5" of rain from
30,785 square feet of impervious area. This pavement system must be operated
with a 50' vegetated filter.
3. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans.
4. The existing Tract 2 (1.16 acres) of the project will be regraded to conform to low
density requirements, as shown on the permitted grading plan.
5. The runoff from all built-upon area within the permitted drainage area of Tract 1
of this project must be directed into the permitted stormwater control system.
Page 2 of 7
State Stormwater Management Systems'
Permit No. SW8 001243
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
GeoWeb` Above GeoWeb
a. Drainage Area, acres:
2 0.81
Onsite, ft
:
Offsite, ft2: 35,192 -
0 J
b. Total Impervious Surfaces, ft2: 30,785P,+;

C. Design Storm, inches: 4.5" (no offline bypass)
d. GeoWeb Dimensions, surface area x H, ft: 210.6'x 125'x..4167'
e. Void Ratio in GeoWeb stone: 35%
f. Bottom Elevation, FMSL: 5.18 5.6
g. Bypass Weir Elevation, FMSL: 5.6 6.0 (top of dam)
h. Permitted Storage Volume, ft3: 3,839 7,211
i. OType of Soil: Well-drained Sandy Loam
j. Expected Infiltration Rate, in/hr: .52 (minimum required)
k. Seasonal High Water Table, FMSL: 3.0
1. Time to Draw Down, hours: 8.9
M. Receiving Stream/River Basin: North River / White Oak
n. Stream Index Number: WOK04 21-35-1
o. Classification of Water Body: "SA"
(D The soils immediately beneath the proposed porous pavement do not exhibit the
necessary minimum infiltrative capacity. These soils must be removed to the depths
necessary to reveal the underlying well-drained sandy soils.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety and
operational for its intended use prior to placing the porous pavement into use.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. Sediment accumulation within the pore
spaces of the GeoWeb will render it useless for control and treatment of runoff.
3. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 3 of 7
State Stormwater Management Systems
Permit No. SW8 001243
4. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but,
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of dam slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and'
specifications.
f. Debris removal and unclogging of GeoWeb porous pavement, flow
spreader and vegetated filter.
5. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7
State Stormwater Management Systems
Permit No. SW8 001243
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems. A contingency
stormwater plan for the construction of an infiltration basin has been submitted
and must be implemented should the Division determine that the GeoWeb
porous pavement system has failed. This plan must be reviewed in detail and
approved prior to construction as a replacement measure.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 19th day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7
-.J - --A
State Stormwater Management Systems
Permit No. SW8 001243
Straits Landing Boat Ramp
Stormwater Permit No. SW8 001243
Carteret County
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7
State Stormwater Management Systems
Permit No. SW8 001243
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Page 7 of 7
OFFICE USE ONLY
Date Received Fee Paid Permit Number
If I- OC.L ??;•?!;`"/ r'3'?5 L•,-7 7 SLC.C, U?j247
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORAIWATER MANAGEMENT PERMIT`APPLICATIONTORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
North Carolina Wildlife Resources Commission
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Gordon Myers - Division Chief
3. Mailing Address for person listed in item 2 above:
1720 Mail Service Center
City: Raleigh State: NC Zip: 27699-1720
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Straits Landing Boating Access Area
5. Location of Project (street address):
S.R. 1335 at Hackers Island Bridge
City: Hackers Island -
County: Carteret County
6. Directions to project (from nearest major intersection):
7.
From the intersection of Harkers Island Road (S.R 1332) and Straits Road (S.R. 1335), continue south on S.R_
1335 until just before the first Harker's Island bride The proposed parldn lot expansion is on the right.
Latitude: N34 43.313
Name: Brandon R. Finch, PE Telephone Number: [phone]
8. Contact person who can answer questions about this project:
II.
1
Longitude: W76 34.502
of project.
PERMIT INFORMATION
Specify whether project is (check one):
? New ? Renewal
® Modification
Form SWU-101 Version 3.99 Page 1 of4
2• If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 001243 and its issue date (in known) Not known
3. Specify the type of project (check one):
? Low Density ® High Density ? Redevelop ? General Permit ? Other
4. Additional Project Requirements (check applicable blanks): -
? CAMA Major ? Sedimentation/Erosion Control ? 404/401 Permit
Information on required state permits can be obtained by contacting the c ? NPc Stormwat 1
6748 S Customer Service Center-at 1-877_623_
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to
two pages) describing stormwater management for the project.
A porous parking lots stem is ro osed to capture and infiltrate the runoff from the first 1.5 inches of rainfall.
This s stem is an alternative to infiltration basins that could have been Proposed at this site. Please find enclosed a
booklet containing detailed information, case studies, etc. regarding the ro osed roous arkin lots stem.
2. Stormwater runoff from this project drains to the White Oak
River basin.
3. Total Project Area: 2.56 acres 4. Project Built Upon Area: 32.8
5. How many drainage areas does the project have? I %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
tream Name
pDrainageAreaa ation Drainage Area 1 Drainage Area 2
North River North River
tream Class SA SA
ea
0.81 acres (35,192 sf) 1.16 acres
ervious * Area 0.4 9 acres (21,456 sf)
ervious * Area 0.17 acres (7,414 sf) 0.71 acres (30,785 sf) 016 acres (7,115 sf)
us * Area (total) 87.5%
13.8%
Im ervious * Surface Area Drainage Area 1
On-Site Buildings _ Drainage Area 2
On-Site Streets
On-Site Parking 0.68 acres (29,457 s
0.16 acres (7,115 so
On-Site Sidewalks _
Other On-Site 0.03 acres (1,328 so
Off-site -
0.71 a0,785 sf) Total: 0.16 acres (7,115 sf)
*Irn rvious area is defined as the bu?Tota
sidewalks ave l reasetc. n area ding, bu t nat limited to, buildings, roads, parking areas,
gr,
Form SWU-101 Version 3.99
Page 2 of4

How was the off-site impervious area listed above derived? Off-site impervious was measured using an ACRD
drawing file and assuming that 1/2 the roadway at the entrance (12 ft wide) drains onsite.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Dater Quality. These covenants may not be changed
or deleted without the consent of the State.
2. No more than
Impervious materials include asphalt, gravel, concrete,
wood decking or water surface of swimming pools.
brick, stone, slate or similar material but do not include
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification
prior to construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall
include all the applicable items required above, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence
from the State, and that they will be recorded prior to the sale of any lot.
V. SUPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed
specified for this project. Contact the Stormwater and General Permits Unit
availability of these forms.
Form S WU-102
Form S WU-103
Form S WU-104
Form S WU-105
Form S WU-106
Form SWU-107
Form SWU-108
Form S WU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
square feet of any lot shall be covered by structures or impervious materials.
below must be submitted for each BMP
at [phone] for the status and
Form SWU-101 Version 3.99
Page 3 of 4
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
complete package includes all of the items listed below. The complete application package should be submitted to
the appropriate DWQ Regional office.
Please indicate that you have provided the following required information by initialing in the space provided next
to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form gQF
• One copy of the applicable Supplement Form(s) for each BMP •J 1A
• Permit application processing fee of $420 (payable to NCDENR) 9af
• Detailed narrative description of stormwater treatment/management gMP
• Two copies of plans and specifications, including: g2?
-Development/Project name
-Engineer and firm
-Legend
-North arrow
-Scale
-Revision number & date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished floor elevations
-Details of roads, drainage features, collection systems, and stormv<ater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off-site), drainage easements,. pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf please complete this section.
Designated agent (individual or firm): Brandon R Finch, PE - The John R. McAdams Company, Inc.
Ming Address: P.O. Box 14005
City: Research Triangle Park State: NC Zip: 27709
Phone: [phone]
Fay:: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Lp.r.A-,,,? II X? , certify that the
information included on this permit application form is, to the best of my knowledge, correct and that the project will be
constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be
recorded, and that the proposed project complies with the requirements of 15A NCAC 2H. 1000.
Signature; ( - -
Date: 2 00 Z
j
Form SWU-101 Version 3.99 I Page 4 of 4
Permit No. SW8 001243
Modification
State of North Carolina (to be provided Dr DLL'Q/
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PER1'v1IT APPLICATION FORM
UNDERGROUND INFILTRATION TRENCH SUPPLEMENT
This form may be photocopies for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes a stormwater management permit application, an
underground infiltration trench supplement for each system, design calculations, and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION (please complete the following information):
Project Name: Straits Landing Boating Access
Contact Person: Daniel Cabe Phone Number [phone] ext. 277
For projects with multiple infiltration systems, a supplement form must be completed for each system. This
This worksheet applies to trench: Geo Web/ Tract 1
(from plans)
in Drainage Area 1
(from Form sWU--101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation.
Soils Report Summary (atta ch supporting c alculations/documentation):
Soil Type Varies (see previously submitted soils report)
Infiltration Rate Min. 0.52 Oor cf/hr/sf (circle appropriate units)
SHWT Elevation 1.6 to 3.0 MLW (Seasonal High Water Table elevation)
Trench Design Parameters
Design Volume 3591 c.f.
Design Storm 1.5 inch event (1.5 inch event for SA haters, l inch event for others)
Drawdown Time 0.37 days
Perforated Pipe Size N/A inch diameter
Perforated Pipe Length N/A ft.
No. Observation Wells 1 Near boring 5 (inay be required on a case-by-case basis)
Stone Type (if used) 3/16" to 518" Washed Stone
Stone Void Ratio Min. 35%
Trench Elevations (in feet mean sea level)
Bottom Elevation 5.2 MLW
Storage/Overflow Elevation 5.6 MLW
FORM SR'U-107 Rev 3.99 PAGE 1 OF 4
Trench Dimensions
Height
Width
ft. l Len?nth
ft Volumrovided
215 ft.
3.931 cu. ft.
In REQUIRED ITEMS CHECK-LIST,
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, November, 1995) and Administrative Code
Section: 15 A NCAC 2H. 1008.
0.42
125
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
See Attachment
a.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
System is located at least 100 feet from water supply wells.
Bottom of system is at least 2 feet above the seasonal high water table.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
Off-line system, runoff in excess of the design volume bypasses the system (bypass detail
provided).
System is designed to draw down the design storage volume to the proposed bottom elevation
under seasonal high water conditions within five days based upon infiltration through the
bottom only (a hydrogeologic evaluation may be required).
Soils have a minimum hydraulic conductivity of 0.52 inches per hour.
System is not sited on or in fill material or DWQ approval has been obtained.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
?0 b.
U C.
"EU d.
See attachment e.
f.
0 Irl C--
h.
i.
k.
9f I
See attachment
See attachment
See attachment
M.
System is sized to take into account the runoff as the ultimate built-out potential from all
surfaces draining to the system, including any off-site drainage.
System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch
event for areas draining to SA waters)
Drainage area for the device is less than 5 acres.
n. A pretreatment device (filter strip, grassed swale, sediment trap, etc.) is provided.
o. Trench bottom is covered with a layer of clean sand to an average depth of 4 inches.
P
q
FORM SWU_107 P.ev 3.99
Sides of the infiltration trench are lined with geotextile fabric.
Rock used is free of fines (washed stone) and has a large void ratio.
Side to bottom area ratio is less than 4:1.
PAGE 2 OF 4
s. Observation well(s) are provided (case-by-case basis).
t Veeetated filter is provided for overflow (50 feet for SA waters, 30 feet for other
waters) and detail is shown on plans.
!1 u A benchmark for checking sediment accumulation is provided.
IV. UNDERGROUND INFILTRATION TRENCH OPERATION AND NIMNTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly, inspect the vegetated filter and
repair and reseed any eroded areas, remove trash and accumulated sediment and mow as
needed to maintain a 6" maximum grass height.
2. Inspect the GeoWeb system for accumulated sediment annually and remove as needed. The
sediment shall be removed in the following manner. Once the location of the sediment
accumulation has been accurate) identified the individual panel(s) can be removed thereby
allowing the sediment to be collected via a vacuum truck and/or by hand After this process
the GeoWeb panel can be placed back into the original location and filled back with stone A
benchmark shall be established to accurately document the sediment accumulation. Removed
sediment shall be disposed of in an appropriate manner and shall NOT be stockpiled on the
site in a manner that allows it to erode back into the GeoWeb or surface waters.
3. Record the water level in the monitoring well after a 1" or more rain event. Chronic high water
levels (within V of the bottom of the system) shall be reported to the Division immediately.
4. If the Division determines that the system is failing, it will be repaired or replaced to design
condition immediately. If the system cannot be repaired or restored to design condition,
alternate, suitable stormwater control measures as allowed by NCAC 21-1.1000, must be
designed, permitted and constructed.
When the design depth at the benchmark reads see note below, the sediment shall be removed from the
system.
Note: A benchmark- relative to MLW has been established at the site, allov-ing accurate determination of sediment
accumulation. When the elevation of the sediment exceeds 5.3' relative to MLW and 0.1' above the designed Geo-
Web bottom elevation it v611 be remove in the manner described in Item 2 of the Maintenance and Operation
Agreement.
FORM SWU-107 Rev 3.99 PAGE 3 OF 4
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the four maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name and Title: Daniel Cabe, Program Mana er, NC Wildlife Resources Commission
Address: 1720 Mail Service Center
Phone: [phone] ext. 277 Date: March 8, 2004
Signature
Note. The legally responsible party should not be a homeowners association unless more than 50% of the lots have
nbeen sold and a resident of the subdivision has been named the president.
a Notary is for the tate f North Carolina
County of _jj , do hereby certify that
personally appeared before me this day of , 20 and acknowledge the due
execution of the forgoing infiltration basin maintenance requirements. Witness ni hand and official seal,
SEAL r?'
My commission expires:
FORM SWU-107 Rev 3.99 PAGE 4 OF 4
Permit No. SW8 001233
Modification
Underground Infiltration Trench Supplement
Attachment
Justifications for "Required Item Checklist"
a. A portion of the Geo Web system is within 50' of SA waters. However, all of the parking area is designed to allow
infiltration. Overflow does pass through a 50' vegetative filter before contacting surface water.
e. No bypass is provided; the entire parking area allows infiltration.
n_ A pretreatment device is not provided; the entire parking area allows infiltration.
o. Soils not meeting the minimum required infiltration rate of 0.52 in/hr will be removed and replaced with suitable
soils.
p. The GeoWeb will provide stabilization to the 4" deep sides.
i
FORM SWU_107 Rev 3.99 PAGE 5 OF 4
soil & Environmental Consultants, A.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
December 3, 2005
S&EC Project #: 9187 S-1
NC Wildlife Resources Commission
Division of Engineering Services
Attn: Tom Covington; Facilities Engineer
1720 Mail Services Center
512 North Salisbury Street
Raleigh, NC 27699
Re: Straits Landing Boating Access Area
Dear Mr. Covington:
Soil & Environmental Consultants, PA (S&EC) performed a detailed soils evaluation at
the Straits Landing B.A.A., located in Carteret County, NC. You provided a map
showing fifteen locations where soil borings were to be performed. At the fifteen
locations shown on the attached map, which were flagged and approximately located
with a GPS receiver, the following were performed: a profile description to seven feet
(or as deep as possible with hand augers), measurement of the observed water table,
estimated permeability, and estimated hydraulic conductivity. We were unable to
estimate depth to seasonal high water table by using low chroma colors on this site due to
the varying amounts of fill material present, however, we did note depth to saturated soil
on our profile descriptions. If more detailed water table information is needed, we
recommend installing monitoring wells in order to measure the actual water table. The
purpose of this evaluation was to provide you with additional information for designing a
porous parking lot system consisting of 4" Geoweb material filled with stone, over a -
subgrade with a minimum estimated hydraulic conductivity of 0.52 inches/hour. The
following is a brief report of the methods utilized in this evaluation and the results
obtained.
Soil/Site Evaluation
Fifteen borings were performed across the parking area (borings 1-15), and are shown on
the attached map. The depth to the measured water table observed on November 11,
2004 is shown on the profile descriptions, and the soil boring map.
The soils varied over the site, however most borings revealed soils consisting of loamy
sand and sandy loam fill material surface horizon, which contained dark colored soils
with varying amounts of shells, woody debris, etc. These soils contained a clayey
Charlotte Office, Greensboro Office:
236 LePhillip Court. Suite C 3817-E Lawndale Drive
Concord. NC 38025 Greensboro. NC 27455
Phone: [phone]»O5 Phone: [phone]
subsurface layer in their profile (typically containing a sandy clay to a sandy clay loam
textured horizon about 12" in thickness). The lower portion of the profile consisted of
fine to coarse sand that was saturated in most cases.
The soil beneath the fill appeared to be most like the Altavista Soil Series (fine loamy,
mixed, thermic Aquic Hapludults) or taxadjuncts of that series. The Altavista Series is
typically moderately well drained and formed on low terraces. The soil is strongly acid
to medium acid, with low shrink-swell potential.
Soil borings 3,4,6,7,8,11,12,13, and 15 all had sandy clay subsurface horizons that have
estimated hydraulic conductivities of less than 0.52 inches per hour, and would therefore
need to be removed and backfilled with suitable material. Soil Borings 1,2,9, and 10 all
had a sandy clay loam layer that has an estimated hydraulic conductivity of. 14 to 1.4
inches/hour. Measurements would be needed to definitively show that these layers are
above the 0.52 inches/hour threshold.
The permeability estimates are based on the soil texture and are obtained from the
USDA-NRCS (United States Department of Agriculture - Natural Resource Conservation
Service) "Field Book for Describing and Sampling Soils". No actual site specific testing
of hydraulic conductivity was performed. Since the rules require hydraulic conductivity
of 0.52"/hr, the permeability estimates were converted to conductivity on the profile
description tables. Depending on which location is chosen some clayey layers may have
to be removed to meet the 0.52"/hr hydraulic conductivity threshold..
Soil & Environmental Consultants, PA is pleased to be of service in this matter and we
look forward to assisting in the successful completion of the project. Please feel free to
call with any questions or comments.
Sincerely,
Walter Cole
Licensed Soil Scientist
Kevin Martin,
NC Licensed Soil Scientist n 1003
NOTE'- I?EJZC-: TAxLN
rrkoqr.ta LeVGL. W06 N
???PArzcL to
Fln ni .•r
• :> ?? .. mLL- LOGHT1416J5 I A4-,4:D
A AT V_.
S41L Sc?F?
STATZ
d 1 1^?fV`'.?A I iet? ? ? i
?? 1 Q03 ? 6;
?
\?FIVORT'r3 G?

Boring #1
Profile Description
Depth Texture, Structure, Munsell Color , :: ., 'USDA USDA'Estiinated
Consistency Permeability KSAT,(in/hr)

;in/hr ,.
0-5" Loamy sand (fill) 10YR5/2 6-20 >14
Weak, Medium Granular,
Very Friable
5-14" Loamy sand (fill) 10YR4/2 6-20 >14
Weak, Medium Granular,
Very Friable
14-50" Sandy loam(fill) 10YR10/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
50-56" Loamy sand 10YR4/1 6-20 >14
Weak, Medium
Granular, Very Friable
56-76" Sandy clay loam 2.5Y4/2 0.6-2 .14-1.4
Subangular blocky, 2.5Y5/3 Mottles
Friable, SS, SP, SE
76-80+" Sandy loam 10YR 4/6 2-6 1.4-14
Weak, Medium Granular, 10YR 6/1 Mottles
Very Friable
Fine Sand-Saturated 2.5 Y 511 6-20 >14
80+ Massive, Very Friable- I 10YR 6/3 Mottles
Observed Water Table: 42"
Boring #2
Profile Description
Depth Texture, Structure,
Consistency - '.':.,Munsell Color
?. USDA
Permeability '
in/hr USDA. Estimated".
KSAT (iri/hr)
0-54" Sandy loam (fill) 10YR2/1 2-6 1.4-14
Weak, Medium Granular,
Verv Friable
54-76" Loamy sand (fill) 2.5Y4/1 6-20 >14
Weak, Medium Granular,
Very Friable
With course shell
fragments

prodescriptions.tbl
66-72" Sandy loam
Weak Medium Granular,
Very Friable 2.5Y4/3 2-6 1.4-14
72-80" Sandy clay loam 2.5Y4/3 0.6-2 .14-1.4
Subangular blocky,
Friable, SS, SP, SE
80-84+" Sandy loam 2.5Y 5/3 2-6 1.4-14
Weak, Medium Granular,
Very Friable
Observed Water Table: 60"
Boring #3
Profile Description
Depth Texture, Structure;.' Munsell Color USDA:' 'USDAEstiinate'd'
Consistency Permeability... KSAT (in/hr) '.
Whr
0-8" Gravel
8-24" Sandy loam (fill) 10YR2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
24-48" Sandy loam 10YR4/2 2-6 1.4-14
Weak, Medium Granular,
Very Friable
48-60" Sandy clay 10YR4/4 .06-.2 .001-.01
Subangular blocky,
Firm, SS, SP, SE
60-80" Sandy loam 2.5Y5/4 2-6 1.4-14
Weak, Medium Granular,
Very Friable
Fine Sand - Saturated
80+ Massive, Verv Friable 10YR 5/8 6-20 >14
Observed Water Table: 72"
prodeschptioru.tbl
Boring #4
Profile Description
Depth Texture,. Structure, `'Munsell. 'Color'
_: USDEI
USDA Estimafed
Consistency Permeability. KSAT (in%hi)
in/hr.. .
0-4" Gravel
4-24" Sandy loam (fill) 10YR2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
24-48" Loamy sand 10YR4/ 2 6-20 >14
Weak, Medium Granular,
Very Friable
48-58" Sandy clay-Sandy clay 10YR4/4 .06-.2 .001-.01
loam
Subangular blocky, .6-2 .14-1.4
Firm, SS, SP, SE
58-66" Sandy loam 2.5Y5/4 2-6 1.4-14
Weak, Medium Granular,
Very Friable
Fine Sand - Saturated
66-84"+ Massive, Very Friable 10YR 5/8 6-20 >14
Observed Water Table: 54"
Boring #5
Profile Description
Depth ;Texture, Structure, 1VTunsell Color USDA ` ` -USDXEstimafed'-
Consistency Permeability ."KSAT(ir.hr
in/hr
0-4" Gravel
4-18" Sandy loam (fill) 10YR2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
18-36" Sandy loam (fill) 10YR3/2 2-6 1.4-14
Weak, Medium Granular,
Very Friable
36-60" Sandy loam 10YR2/ 1 2-6 1.4-14
Weak, Medium Granular,
Verv Friable
60-70" Coarse Sand 2.5Y5/2
Massive, Verv Friable 6-20 >14
prodescriptions.tbl
Sand -Saturated 2.5Y4/6
70+ Massive, Very Friable 2.5Y 6/1 6-20 >14
U bserved Water Table: 60"
Boring #6
Profile Description
Depth Texture, Structure, ;'MunselT Color USDA`.',`-7 "USDA .Estiriiat
ed<
Consistericg Perzrieability KSA' (ii?/hs)
how,
0-24" Sandy loam (fill) 10YR2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
24-32" Loamy sand 10YR6/2 6-20 >14
Weak, Medium Granular,
Very Friable
32-60" Sandy loam 10YR2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
60-64" Loamy sand 2.5Y5/3 6-20 >14
Weak, Medium Granular,
Very Friable
64-72" Sandy clay-Sandy clay 5Y 5/3 .06-.2 .001-.01
loam
Subangular blocky, .6-2 .14-1.4
Firm, SS, SP, SE
72-84" Sandy loam 5Y 5/3 2-6 1.4-14
Weak, Medium Granular,
Very Friable
Observed Water Table: 60"
Boring #7
Profile Description
Depth Texture, Structure, Nfunsell Color USDA USDA Estimated
Consistency Permeability, KSAT (in/hr)
in/hr .
0-4" Gravel
4-24" Sandy loam (fill) 10YR2/ 1 2-6 1.4-14
Weak, Medium Granular,
Verv Friable
prodescriptions.tbl
24-46" Sandy loam (fill) 10YR4/2 2-6 1.4-14
Weak, Medium Granular,
Very Friable
46-60" Sandy loam 10YR2/ 1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
60-72" Sandy clay 2.5Y5/4 .06-.2 .001-.01
Subangular blocky,
Firm, SS, SP, SE
Sandy clay loam-Sandy .2-6 1.4-14
72-84"+ loam 5Y 5/4
Subangular blocky, .6-2 .14-1.4
Friable, SS, SP, SE
Vbserved Water Table: >84"
Boring #8
Profile Description
Depth Texture, Structure; Mansell Color USDA LJSDAEstimated:;
Consistency Permeability KSA.T (in/hr)=
in/hr-.
0-6" Gravel
6-24" Sandy loam (fill) 2.5Y 4/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
24-40" Sandy loam (fill) 10YR2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
40-42" Sandy loam (fill) 5Y 4/2 2-6 1.4-14
Weak, Medium Granular,
Very Friable
42-57 Sandy loam 5Y 2.5/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
57-64" Sandy clay 10YR 4/4 .06-.2
001-.O1
Subangular blocky,
Firm, SS, SP, SE
Sandy clay loam-Sandy 2-6 1.4-14
64-68" loam lOYR 4/4
Subangular blocky, 6-2 .14-1.4
Friable, SS, SP, SE
prodescriptions.tbl
68-84"+ Fine Sand - Saturated
Massive, Very Friable 2.5Y 4/4 6-20 >14
vnserveci water Table: >bU"
Boring #9
Profile Description

Depth - '- Texture; Structure, 'sell C6Ior USDA:: USDA Estinnafed`
Consistency Permeability'
`
)
K
SAT (in/hr

0-4" Gravel
4-40" Loamy sand (fill) 10YR 2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
With course shell
fragments
40-48" Sandy loam 5Y 2.5/1 2-6 1.4-14
Weak Medium Granular,
Very Friable
48-60" Sandy clay loam 2.5Y4/4 0.6-2 .14-1.4
Subangular blocky,
Friable, SS, SP, SE
60-72" Sandy loam 2.5Y 4/4 2-6 1.4-14
Weak, Medium Granular,
Very Friable
72-84"+ Sand - Saturated
Massive, Very Friable 10YR 5/6 6-20 >14
observed Water Table: 66"
Boring #10
Profile Description
Depth Texture, Structure, Munsell Color USDA USDA Estimated
Consistency Permeability KSAT (iW/hr)
iri/hr
0-5" Gravel
!
5-35" Loamy sand (fill) 10YR 2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
prodescriptions.tbl
35-46" Sandy loam 5Y 2.5/1 2-6 1.4-14
Weak Medium Granular,
Very Friable
46-60" Sandy clay loam 2.5Y4/4 0.6-2 .14-1.4
Subangular blocky,
Friable, SS, SP, SE
60-74" Sandy loam 2.5Y 5/4 2-6 1.4-14
Weak Medium Granular,
Very Friable
74-84"+ Sand - Saturated 10YR 5/6
Massive, Very Friable 10 YR 6/1 6-20 >14
Mottles
Observed Water Table: 62"
Boring #11
Profile Description
Depth _ -,Texture, Structure; M_ unsell'CoIor USDA USDA Estimated
Consistency Permeability KSAT (iii/hr)

0-4" Gravel
4-12" Sandy loam (fill) 10YR 2/2 2-6 1.4-14
Weak, Medium Granular,
Very Friable
12-24" Sandy loam (fill) W/ 10YR2/1 2-6 1.4-14
wood debris
Weak, Medium Granular,
Very Friable
24-34" Loamy sand 2.5Y 5/4 2-6 1.4-14
Weak, Medium Granular,
Very Friable
34-50 Sandy clay 10 YR 4/4 .06-.2 .001-.01
Subangular blocky,
Firm, SS, SP, SE
50-62" Sandy loam 10YR 4/4 2-6 1.4-14
Weak, Medium Granular,
Very Friable
Sandy loam 2-6 1.4-14
62-72" Weak, Medium Granular, 2.5Y 4/4
Verv Friable
72-84"+ Sand - Saturated
Massive, Verv Friable 10YR 5/6 6-20 >14
Observed Water Table: 64"
prodescriptions.tbl

Boring #12
Profile Description

Depth , ; Texture, Structure, Mupsell Color USDA ° :USDA Estimated.
Consistency Permeability KSAT; (in/hr)
`iin/hr
0-4" Gravel
4-24" Sandy loam (fill) 10YR2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
24-28" Sandy loam (fill) 10YR4/3 2-6 1.4-14
Weak, Medium Granular,
Very Friable
28-40" Sandy loam 10YR 2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
40-54" Sandy clay-Sandy clay 2.5Y4/4 .06-.2 .001-.01
loam
Subangular blocky, .6-2 .14-1.4
Firm, SS, SP, SE
54-72" Sandy loam 2.5Y5/4 2-6 1.4-14
Weak, Medium Granular,
Very Friable
Fine Sand - Saturated
72-84"+ Massive, Very Friable 2.5 Y 5/4 6-20 I >14
Ubserved Water Table: 60"
Boring #13
Profile Description
Depth Texture, Structure,. " Munsell Color -USDA. USDA Estimated
Consistency Permeability 'KSA'(•i
r)
fit/hr
0-2" Gravel
2-14" Sandy loam (fill) 10YR2/ 1 2-6 1.4-14
Weak, Medium Granular,
Verv Friable
14-48" Sandy loam (fill) 10YR3/ 1 2-6 1.4-14
Weak, Medium Granular,
Verv Friable
:=descnvtions.tbl
48-52" Loamy sand 2.5Y 5/4 2-6 1.4-14
Weak, Medium Granular,
Very Friable
52-70" Sandy clay 10YR 5/6 .06-.2 .001-.01
Subangular blocky,
Firm, SS, SP, SE
70-76" Sandy clay loam 10YR 5/6 0.6-2 .14-1.4
Subangular blocky,
Firm, SS, SP, SE
Fine Sand - Saturated
76-84"+ Massive, Very Friable 2.5 Y 6/4 6-20 >14
Observed Water Table: 53"
Boring #14
Profile Description
'"Depth Texture, Structure, muns,ell Color " USDA USI)A';Esiimafed"
•consistency Permeability ' KSAT(6n hr),
in/hr
0-2" Gravel
2-48" Sandy loam 10YR2/1 2-6 1.4-14
Weak Medium Granular,
Very Friable
48-62" Loamy sand 2.5Y4/3 2-6 1.4-14
Weak, Medium Granular,
Very Friable
62-84" Sand - Saturated
Massive, Very Friable 2.5Y5/2 6-20 >14
Observed Water Table: 66"
prodesmptions.tbi
Boring #15
Profile Description
Depth Texture, Structured Mcinsell Color USDA. USDA;Esiimated
Consisten
ey
=PermeabiIify
KSAT(m/hr
)
in/hr
0-5" Gravel
5-20" Sandy loam (fill) 10YR2/ 1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
20-28" Sandy loam (fill) 10YR4/3 2-6 1.4-14
Weak, Medium Granular,
Very Friable
28-42" Sandy loam 10YR 2/1 2-6 1.4-14
Weak, Medium Granular,
Very Friable
42-54" Sandy clay-Sandy clay 2.5Y4/4 .06-.2 .001-.01
loam
Subangular blocky, .6-2 .14-1.4
Firm- Friable, SS, SP, SE
54-72" Sandy loam 2.5Y5/4 2-6 1.4-14
Weak, Medium Granular,
Very Friable
Fine Sand - Saturated
72-84"+ Massive, Very Friable 2.5 Y 5/4 6-20 >14
Observed Water Table: 64"
prodescriptons.tbl

0 901910
'
f
uaeoi AeIo Apues pue? Ae?o pues sapnloui
•sa?n?x2?
jaAel AaAelo jo
yldaQ,,1
i -(;ol 6ui?jjed laneA jo ?
do; ao Ianal punoi6 lein;eu) eoelins punoa6 6upsixa wojj aae s;uaweinseaw IId.,!

9?
j S3A t79-Zt, Wo?j= 8Z-9 WOi=1 9-0 ?.._ t7 9
ON E 3NON I 8t,-Z W02]d Z-0 99 ?L
£L
S3A ! 9L-z9 W02jd 8tb-z W02hj Z-0 i £9
ZL
S3A WO?:Id
t'5-0t, Sz-t, WO?tld J7-0 09 l
._
1 S3A 09-tI£ WMj= tlZ-tb WOH3 t-o tg LL
- 39AVW 09-9t, Wmi3 a 9£-9 W02i3 9-0 i Z9 0L
6
38A`dW 09-8 WO?:j 3 ! Oti-t W02j3 ! tl-0 99 v
S3A t79-L9
WO?j? ' 0t-9 W02J3 9-0 09 8
_ i

S3A
? ZL-09 W02i3

0t-t, W02i3

! t-0

08 L
N 09 9
S 3 A ? ZL-t,9 W 02jd 1 09-0 3NO

3NON 9£-tl W0?J3 tb-0 09

S3A 89 8t, W0?13 tlZ W0?j 3 t's
S3A 09_81 WO?tId tZ-8 W02j= 8-0 ZL £
Z
- - 38AVW WOZ:Id
ZL
08- ' ?99-0 _ 3NON 09
.
._
38AdW 9L-99 W02jd 09-0

;13113'1 '83JLVM
(?:j noHi. zS o>) 213A'dI A3AdI0 "IdIN31dW I "iIidi 13Ad21 J
AlionaN00 2138W(1N
Ali
d0 Hld3
OIifld?laAH '1S3 d0 Hld3a_____' .40 Hld3a a a3A?J3S80 JN12108
- '
i
, .2 R'i III IMILM: I'I 1 f
STRAITS LANDING BOATING ACCESS AREA
NOVEMBER 2004
[Fwd: [Fwd- NC E-Pay Remittance Advice]]
r- 11
Subject: [Fwd: [Fwd: NC E-Pay Remittance Advice]]
From: Fran McPherson <[e-mail]>
Date: Fri, 01 Apr 2005 08:22:00 -0500
To: Laurie J Dennison <[e-mail]>
I have already sent account information . Internal transfer
Fran
------- Original Message --------
Subject: [Fwd: NC E-Pay Remittance Advice]
Date:Thu, 31 Mar 2005 10:13:48 -0500
From:Ametha Dickerson <arnetha.dickerson((-?)ncmail.nct>
Organization:NC DENR
To:Fran McPherson <Fran.McPlierson a ticniail.nct>
Fran, the stormwater permit is yours ($420.00); reply back with your
deposit information. thanks.
Subject: NC E-Pay Remittance Advice
From: [e-mail]
Date: Thu, 31 Mar 2005 08:58:10 -0500
To: "[e-mail]" <[e-mail]>
TO:
DEPT OF ENVIRONMENT & NATURAL
RESOURCES CONTROLLERS OFFICE
1606 MAIL SERVICE CENTER
RE:
Direct deposit notification
Within three business days, pending agency funding approval,
your bank account will receive a direct deposit of 7,164.50
for payment number 17PT0000006631
These funds were paid by the following agency:
WILDLIFE RESOURCES COMMISSION
FIN SECT - TRADE ACCTS PAYABLE
1702 MAIL SERVICE CENTER
RALEIGH, NC 27699-1702
AGENCY CONTACT PHONE4: 919-733-4566
Please direct all questions regarding this payment/deposit to the
agency contact phone number listed directly above. This agency
maintains information regarding your payment records. Any questions
concerning payment amount and invoice information/documentation
should be directed to the agency's Accounts Payable office and they
will be happy to assist you with your inquiries.
1 of 2 4/1/2005 8:18 AM
[Fwd: [Fwd: NC E-Pay Remittance Advice]]
PLEASE DO NOT REPLY TO THIS EMAIL.
CONTACT THE PAYING AGENCY AT THE NUMBER LISTED ABOVE.
Your Invoice No Type Inv Date Invoice Amount Discount Taken Net Amount
RCGLLICENSE/0305 03/30/05 $6,344.50 $0.00 $6,344.50
SALE OF RCGL LICENSE
032805CAMAPERMIT 03/28/05 $400.00 $0.00 $400.00
CAMA MAJOR FOR NC WILDLIFE ENGINEERING STRAIT'S LANDING BA
033005STORMWATER 03/30/05 $420.00 $0.00 $420.00
STORMWATER NOTICE OF INTENT NC WRC ENG. SHELL ROCK LANDING
TOTAL: $7,164.50
This notification was sent from the North Carolina Office of the State Controller.
If this notification has been received in error, please contact the agency
listed above to make corrections.
Arnetha Dickerson <ametha.dickerson a?ncmail.nct>
NC E-Pay Remittance Advice.eml Content-Type: message/rfc822
Content-Encoding: 7bit
2 of 2 4/1/2005 8:18 AM
0 0 0
TION PLAN SUBMITTAL
NORTH CAROLINA
•
• N CW- 02000
Z 15, 2002
• ~ L -I 7, 2003
16, 2003
2, 2004
RY 2, 2005
.1 f
N M

O W
I U
~ p OTWAY LOT SYSTEM
m Q
~ 3 U.S. HWY
SHEET INDEX
1 TITLE
2 EXISTING SITE
3 PROPOSED CHANGES
s 4 EXISTING AND PROPOSED
5 GRADING SHEET
N
NN ESOURCES COMMISSION 6 PROPOSED PARKING LAYOUT
n
J Q ~Z (~l ~E CENTER
N O S
~ ~ SR 1335 r ROAD ~OLINA 27699
STRAITS ~ NORTH RIVER o
0
~ CLOUCES ~ tER Pro ect Information
J ROAD
w ASR 134 w 3)
w Size of Tract: 2.56 Acres
Area of Environmental Concern:
0.81 Acres
Existing Impervious Develo ment w/in the AEC: SITE p EC: 6,155 SF
Percent Existing Impervious Develo ment w/in the AEC: P 'in the AEC: 18%
Proposed Im envious Develo ment w/in the AEC: p p 1EC: 6,155 SF*
THE STRAITS Percent Proposed Im envious Develo ment w/in the AEC
p p /in the AEC: 18%*
~Stormwater Permit has a roved ro osed arkin s step pp p p p g Y azking system as an infiltration basin;
therefore no additional im envious surfaces will be constt~ P ill be conshvcted on site. See Innovative ~ ~ ~ ~ ~ ~ ~T ~ . c 1~ ~ ri ldg
Stormwater Design included with laps.
P 1 ~I
HARKERS ISLAND
COMPAl~TY, INC.
DESIGNS D BY JOHN R. McADAMS
MOD. 3, MODIFIED BY NC WILDLIFE
RESOURC ES CO MMISS ION FOR C AMA M~ AMA MAJOR PERMIT MODIFICATION 1~T~~~~]f ~~~~~~1~T ,p
l~l Y~ 1~11-~
1L~~~~~ ~~~~lJ~~~~
CONI ~SSI~N
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
050576

~ , ~ ~ ~s~,1~~ ~ _ ~ Y ~ 1
w I ~ ~ ~ ~ ~
+ ~ LEGEND
5.43 ~
, - - EXISTING PROPERTY LINE
5. \ EXISTING BULKHEAD ~ \ x o
a-e. / \ MLw MEAN LOW WATER ~ o ~ ~
i \ ~ so~+ / / \ ~ \ ~ MHW MEAN HIGH WATER w z I
+ . 6.76 \ \ ~ \ ~ o
4. ~ EXISTING POST & CABLE FENCE ~ ~ ] x~ \ L~
A ~ + ~ EDGE OF NCDOT R W
/ \ 4.35 ~ \ a 189 Q'i w H \ PP EXISTING POWER POLE w aN
EL=4.46 ~ i~ y +s.7s EXISTING SPOT ELEVATIONS z z
~ \ ~o boo
/ ~ ~ TRACT #1 / 6~6 s.7s PROPOSED SPOT ELEVATIONS o 0 0 a x
OWNER =STATE OF NORTH / \ E. ~ ~ ~ GRAVEL PARKING ,p ~ I
CAROLINA 4• 6.65 6.65 ~ a x ~ m ~ w~
SITE AREA = 1.4 AC. 5•~~+ ~o s i, WETLANDS w x o ~ ° ~ z
EXISTING IMPERVIOUS (GRAVEL . ~ ~o \ ~ 6.5 ~I ~ w ^ ~ ~ .o
AREA) = 0.49 AC. \ z w w xa.,
,
, _ _ . EXISTING
~ ~ ao ~ ~ m/ ~ ~ EDGE OF
, , I
PAVEMENT
L_ L _ a~ _J ,
a,
~.~x ~ ~
~ ~ a=z~ \ 4\. \ ~
7. 3 \ m
y ` , 7 ~
' \ Y ~ f s.,, m.,,, ~ \
, ~ i E1-6.89 ` 1
E N ~ 13 \ a 1 i ~ ,
~ 12 FANNIE C. WATSON ~ 11 10 ~ •s ~ 9 fi ~
o® BOOK 386, PAGE 117 ~ 8 ~ 4 i O I t ~ 2 ~
~ ~ 7 6 ` V. 3 O 1 . ~ p ~ Q
' ~ 5 y' ~ 4 U ~
~ 4 3 1 3 o a 1 ~ W t U 2
3 2 ~ , 1 ~ ~ ~ a o
1 e` i ~ ~ ~ ~ ~ z t3 ~ ~ ~ o ~ o .1
EXISTING ~ i ~ ~ ~ ~ ~ ~ ~ ~ I~ ~ N
f ? 5 t~ r N ~ \ ~ w
POST & ~ ~ ~ / ~ ~ ~ x ± 4"l 76 I
CABLE a „R ~ , / ~ ~ o ~ ~ o,~.Aq.• o ~ ® ~ e~
FENCE ~ / ~ ~ ~ ~
/ / ~ ~ wZ / ~ o i. \ r o
, , \ ~ , ~ ~ ~x ~ ~ T`
~ ~ ~ A~ w~ a ~
, ~
, EXISTING GRAVEL PARKIN LOT - ~ ~z i ~ ~ ~ ~ ~ ~ L--~ ~ two
i ~ ~ i ~ ~ / ~ r,' ~ ~ ~ ~
gi ~ / ~ U a
~ ~ / / ~ ~ ~ / / 1 a wx ~ ~ O U7 E.,
~ ~ ~ ~ / / p~W ~o
/ ~ ~z
14 ~ 1 ~ ~ U
15 ~ 16 ~ i .p i 17 ~ 1 1 i ~ ~ ~ ~
p / "r ~ - - 18 I ~ ~ / 1 ~
~ 19 22 21 ~ XISTI G F ~ x
~ ~ 20 ~ ~5 _ ~ 2F 23 25 ~ - 24 e ~ 1 . 25 26 ~ i ~ OST w
_ - ~ - - ~ ~ - ~ 1 1 ~ z - C BLE
mac- mac---- ~ / e '~4-~ i F t \ ~ i~ \ a F CE 1 1
~ / 6.0 _ - - j 1 ~ / ~ ~ EXISTING EDGE ~ ~
~ \ 1 • ~ , PAVEMENT ~6
~ / 4~ X5.5 i ~
, e ~ - ~ ~ - - ~ ~ ~ ~ ~ Q ~ \ ~ \ 0 1
/ ~ ~ _ z ~ ~ ~ ~
/~,5 , \ ~ Leo ~ J
, ~ - \ , EXI TING 11 _ _ \ O ~
B KHE o,~ _ _ \
_ ~ / ,r \ \ Q
S \ . - ~ \ 11 ~ U
y \ \ ~ ~ a \ i
11 ` \ \ \ = c~ ~ s a~ \
_ ~ , ~ \ z y \ \
y \ o ~ \ ~ - TRACT #2 1
, - i ~ O OWNER -STATE OF NORTH \a • -
15. ~ y 1 CAROLINA ~ \ Z z
, ~ \ 11 SITE AREA = 1.16 AC. \ \ ~ / ~ ~ \
, t - \ U ' EXISTING GRAVEL AREA - 0.17 AG \ \
~ ~ 1 \ \ F- ~ 1
E STING ULKH ~ \ \ N ~ \ z z \ -
~ , ~ i
y ~ ~ \ cn , r, ~ - ~ o
1(~~F~ W Y "i n 1 x MH ~ \ w ~ ~ ` U w
11 ~ y ~ ~1 \
~~W ~ \ 1 EXISTI GRAVEL LUNCH AREA ~ ~ I- 1~1 ~ ~ 1 1
ETIAND DELINE , ~ U~ND DELINEATION AREA ~ W i
, , / MlW 1'~ \ ~ :t ~
.i' r ~ ~ W1 1\ ~ I-
, \ ~e ~ 1 ~
' ,i , 1 1 1 w ~ Q
227 :~C , \ \ ;~5.,0 \ U
L.4.48 1 I •
~ ~ ~1 EXISTING BULKHEAD ~ ~ • 4 a 1 I
F1~4. 214 ~ p ,2 XrS a= . s ~
O THE STRAITS 9 CC Rq ~ PR076Cf N0. - 12 Mp ~ NCW 02000
P 0. ~ \ / ~ Y ~ ~ FILENAln3:
NCW02000-XC1 21 NC 9 ~ \ \
0.6 MILES TO THE OPPOSITE SHORT J O RE ~ ~ ngsicNEn B R F .a3 / \ \ ~ ~
_ - =2 / ~ \ ASF v-
RAMP l SCALE: _ > ,
GRAPHIC SCALE ~ \ _ / o ,y nATE: 2-4-05
zo o ~0 20 ao eo 0.-.
l a Po ~•0 .5 ~ ~~~i/ . SHEET N0.
a -0.43 I ' I r \V
P V
( IN FEET )
1 inch = 20 ft. McADAMS PR MINARY DRAPING - NOT RELEASED FOR CONSTRUCTION
FE I

~ ~ ~ J~ ~ Ili ~ ~ ~ / ~ ~ r ~ ~ ° q 4 T~ a k ~ ~ h
i 1.~ iJ x 1 .LJ
LEGEND
1 i~ N y ,/I u~ .L ! ~i ~ lia ~ ~ i~ 'a~ _ ~L ~ u ~ ~ ~ ~ S ° `~J ~ ~ 1 ~ ~ ~/I 4 `'a,o i r~ j i I
- - EXISTING PROPERTY LINE
173 PAVE a=8.88 173 a ess EXISTING BULKHEAD
~ ~ 5.43 ~ ~ Mew MEAN LOW WATER ~ ~
.32 MHw MEAN HIGH WATER m ~ a o O o
i 6-FT WIDE BERM ® ~ ~ EXISTING POST & CABLE FENCE ~ w zl
EL. 6.0 MIN. 5. ~ ¢ ~ a °o
(ELEVATION OF BERM ~ a-8.98 ;r" , 189 ~ ~ ~
1" STONE ON TOP OF GEOWEB VARIES AROUND ~ 5.07+ SECTION GEOWEB SYSTEM) ®PP_ PP EXISTING POWER POLE ~ ~ ~ ~ ,v~ EL-a.4s ~ a
(STONE SPECIFlCATIONS SHALL BE + i 8.78 a s.7s EXISTING SPOT ELEVATIONS w w a
PER THE DIRECTION OF ACF 4.53 ~ + _ w aN Fs.7s PROPOSED SPOT ELEVATIONS z ~
ENVIRONMENTAL) ~ r ~ z z~ o + V~ s~ GRAVEL PARKING ~ ~ 0 0
COMPACTED SOIL + ~ -~i BERM ~ 8.44 8.44 a ~ o 0
TOP OF PARKING LOT = EL. 5.6 3 4'35+ ~0 WETLANDS ~ F ~ o 0
4" COLLAPSED 4.35 ~ TOP OF GEOWEB = EL 5.5 (APPROX.} WGOI~PACTEO S 9PAC1`~C 5~~~ r ~ x ~ ~ U X cfl
00000 00000 00000 GEOWEB GW30V 1~ ~ D ( O~ 000000 000000 000000 SECTION (SEE DEfRTL ~ + w ~ o
00000 00000 00000 THIS SHEET) 8.78 000000 000000 000000 z ~w,.. + ~ ~ ~ • a~
00000 00000 00000 427 ~ - 000000 000000 000000 GEOTEXTILE LINER + ~ 8.85 s.e5 ` 174 z w ° ~
BOTTOM OF GEOWEB - EL. 5.2 (APPROX.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PER THE DIRECTION OF 5.71+ ' PAVE w a a EL=8.85
REPRESENTATIVES OF ACF ENVIRONMENTAL o e: ro ose ar In area is a ,
8.44
NATURAL SOILS - o wl a lna e eva lon
(INFILTRATION i RATE=0.52"/HR MIN. ~
BASED ON SOILS PARKING LOT CROSS-SECTION 6.~ ~
TESTS INCLUDED IN +6'O NTS ~ APPLICATION) i t ,
h~ ~s ? R , s'
°s ~
6 / ~b ~ 6 ~O&~PACT SAIL ~ a~ OA~4 ~S OETAI~~
s° i' / ~ Ca.~
~ am7.z3 y~~~. ~ + PAVE
~ ~ ~ h EL=7.08 q~
>
( -x o°
i >1 ' E1= T' : t- ~ e~<~ W K Z ~ ~
N~ 7 FANNIE C. WATSON ~ ~ Q V ~
DEED BOOK 368. PAGE 117 .~?i ' ~ ~ F
ti W ~ U N ~ w d O
0'~ ~1i 40 z ~ O o 0 0
220 ~ ~ ~ ~ M1 N
MI r N
~ "gip. i °n. ~ Nw W Q a
A~• W
t ,gs5~ ~~n f wz ~o W
a~ m x
' ` Geoweb and ravel arkin ' PROPOSED AREA OF NEW A ~ w ~ .kin ~ a F
~ P ~ ~ PAVEMENT AREA ~ APPROX. 2800 Ul a~ ~ ~ w z
area, a rox 28,280 SF, PP ~ ~
includin roadwa to berm. ~ Y germ. ~ ,79 ~ w °
~ PAVE ~ H EL=7.38 O y ~
s,~ ,b- ~ x EDGE OF NCDOT R W a w x
~ ~ F as
~W d°z
e,~ ~U ~ • CUMPAC SOIL U ~ o x
• ~ OAfJ (SEA OETA6L} ~ ~
~ x p
5.s .3 ~
~ a ~ W w O
~ 26 ~ °a 30 -~4,~ ,i s,~ , ~
+ , o ~ i°~: ~
~ ~ ~ s•1~. ~ ~.C~ •
i
i ~ _ 6~ ~ 125 ~
~ i ~ ti'~ ~ EXISTING EDGE OF ~ Q
~ ~ P~ PAVEMENT z
gam. _ ^ /d~ z 7 ~ ~ PAVE
~ ~ ~ ~ EL=7.90
~ GETATED FILTER 6 + S.0 'f~ _ O ~
RAPE=TRAPEZOIDAL ~~~~.~s q / ~ p+ 0
i LENGTH=50 FT ~ ~ BOTTOM WIDTH=20 FT ~~1=5.27 'i1i
u ~ DEPTH=0.5 FT ~ 5,D • . i ~ ~ ~ ~ U
LONGITUDINAL SLOPE=2.0% MAX. ~ • : i SIDE SLOPES=3:1 (H: V) ' ~
LINING=GRASS ~ ~ y F- z
.si_ C.~ ~ -
.y 6 • ~ + ;,.~.0 . ~ ~ ~ O w
' . ~ / ~ ~ 6r°~ ~ , ~ ~ , Z o
v
a ~ o +
~'~-N gg W .V GF_ ~d V /
, , ~ y ~ ~ ~ O
~ z ~
\ ~ e D' ~ ~
~ ~ ~ ,y + 17s ~ s..~ I PAYE
\ \ ~ ~ , EL=8.26
Y 9 ~ MNw ~ i ; W
'~W SA3%' . ~ _.n 9°@ 8, ~ ~ a=a.,,,, ~ r I W
~ MLW ~ MLW
D DELIP ' D DELINEATION AREA 1 ' ~ ~ ~ i--- 1 - 1
~ ML ~ W -s,;.~ ~
r ' '.r I
~ ~ ~ s 30 . U
~ ~ ~ ~
~w 208C
EL P PROJECT ND.
• 219 4.4 140 NCW-02000 221 CONC 214 X EL 5 d
CONC E1--4:41 CONC FILSNAtd6: NCW02000-XC1 EL=3.98 21B EL=4.48 J 179
TO THE STRAITS 2 "PAVE 4.14 wSNC 23 a=eas DESIGNED HY: B R F 229 i o
RMIP EL-4.12 . EL=2.86 DRANN BY: ASF
z17
GRAPHIC SCALE MILES TO THE OPPOSITE HOF 216 9 SCALS: ~ °=20' rE o ~ ~ d~,
20 0 ,o zo ao w RAMP EL 4.03 EL=1.21 p DATE: 2- 4" 0 5 243 EL=
EL m1.1{ RA240 MP SHE)!P NO.
231 EL=1.19 ` RAMP
( W FEET EL--0.55 232
1 inch = 20 ft. -Po 9233 RAMP y McADAMS EL= 0.43 34 PRELIMIN DRAWING NOT Rf-E SED FOR CONSTRUCTION
P

I I~~ ~ ~I - r-<' `,~T ~5 . 1'~I~ ~ 1 ~ ~ r ~ . ~,1 `J L ~ ! ~ °ai "v rl _~~a ~ ~1 .1~ ~.1
LEGEND
r - i ~ v ~ 0 ~ ~ _IL ~ JL w , _ ~ -"i 1 1 ~ _ C. ~ ~ ~ - - EXISTING PROPERTY LINE
1 na PAYE EL=8.68 EXISTING BULKHEAD '
Mew MEAN LOW WATER m
+ ~ 5.43 ~ ~ ~ MHw MEAN HIGH WATER x O
R
i \ EXISTING POST & CABLE FENCE ~ ~ ~ z~
5. ~ x x O
EL 6 169 ®PP PP EXISTING POWER POLE ~ ~ ~
\ i \ ,r ~ 5.07 ~ / ~ a=a.as ~ ~ ~ + ~ Q, s.7s EXISTING SPOT ELEVATIONS ~
+ / ~ w~
+ i 8.78 4. s.7s PROPOSED SPOT ELEVATIONS z~
P`~, GRAVEL PARKING ~ z z ~ o
/ + ~ t ~ O O O O
/ \ 4.35 / + \ i Ci)ti1P ~ 5(tl~. ~ \ s 3 ~ ~a i~ WETLANDS , F ~ ~ ~
s ~ g ~ x x \ W U ~C tC
~ DAM ( D'ABL~ `z^'~, W Q', Ox C"1 ~ ~ Z W
~ ~ 8.76 ~ ~ ~z ~ ~ O Z W O .-i
4. ~i/ 8.85 ~ ~ ~ na {e. W fY G., ~
1 8 P 5.71+ ~ E 1 a s.e5
I ~I i ~ •p ~ I ~I
i 8.5
~ ~ i ~
~ 5.~5 ~
~ , +
~ ~ / s °
S.~ + ~
~ ~ COMPACTED ~
~ %y DA~k ( DE o A~~.} l
~ + s.s i ,~t~° 4 ~5.6 + 175 4
, d~ ~ a~i.os ~
1
off' v e ~ d~a \ \ \ a
~ ~ ~ 1 1 0 ~ ~ °s
~ I ~ . -~j a= ~.6 w o z
N ~ ~ '~a~ ~ Z o \ o ~ s 3~~, ` ~ a
FAN~NE G WAT50N ~ ' • ~ ~ DEED BOOK 388, PAGE 117 obi a~ ~ d ca ; ~ d ~ ° ~
~ ~ w a O
~ti i \ ~ ( ~ ~ ~~a z ' M
~ i ~ i \ i ~ ~ • ~ ~ O O O ~ n N
f ~ i ~ ~ / t \ W
i ~ 7.6 ~ ~ i ~ , x p a a a ~
` / d ~ ~ ~ ~ ~ \
A / ~ a r W
i ~ ~ ~ ~ ~ ~ a ~
x ~ ~ ~ \ q ~
~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ a~
/ ~
~ i' \ ~ ~ ~z ~ ~ \ ~ wo
~ ~ \ ~ / / ~ ~ ~i U ~ 178
~ ~ - ~ _ \ \ \ PAVE ~ O U i ~ EL=7.38 H
i +~y. - ~ ~ ' ~ y ~a i DOT R W a w x EDGE OF NC
5 / ~ \ ~ \ / / ~ ~ O~ a ~ ~ ao
/ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~W ~z
~U ~
~ ~ \ / ~ / ~ . PAC ~O~L ~ o x COM ~ ~ . ° DAMI D~'AIl ~ ~ 8 _ ( )
~ / / i x0 ~w
5s _ o: Q;
~ / \ / , ~ ~ i / / i ~ ~ W W 1 1 O ~
IJ ~ a ~ ~0 / G / ~ / i
\ ~ / e .P
~ ~ ~ 8.5 ~ a a ~ t
~ ` ~ ~ a a • e 1
~ sec - wee i - - ~ ~ ~ 1 o
~ o / ~ ~ ~ awn ~CA% \ PAVEMENT
~ 5 / PAVE
~ ~ / a'' / / s - \ EI.m7.90 ~ ~ ~
i / ' ~ ~
\ \ ~
i ~ i , ~ \ U
~ ~ \ - \ o
i / ~ ~ \ O
.s, \ ~
O \ \ O ~ ~ o'
, i ~ ~ 1 y ~ \ z ~ \ \
~ ~ 1 ~ ~ o
~ e ` \J ~ ~ z
.~o~ ~ • ~ ~ . N58'30' ~ ~ 5, ~ 1a ~y ~o I- Fl.~-- ~
~ , o ~ ~ z c~
y ~ ~ ~ z
~ ~ ~ ~ ~ ~ _i ~ o
~ ~ / ~ \ \ cn \ U -
~ ~ ~ y \ x ~ it \ \ 178
~ ~ ~ ~ \ s / \ `PAVE W ~ \ EL=8,26
y p ~ . 3. \ ~ ~ ~ w ~ \ ~ /
McW MHIy s!~i ~w ~ ~ ~ ~ ~ L 8~ R ~ •r. I
~ MLW ~ / MLW W t 1
ETLAND DELINEATION AREA 1 ~ \ ~ ~ ~ ~i dv 1 ATION AREA i 1
~ ~ MlW i ~ ~ ~ ~ 1\ / a.,, ~ ~ I Q ~ ~ 1 \
~ n 1
r 1 11 v / ~ ~ ~ 1 ~ 1 \
~ 'i ,r 4. ~ 1 1 v ~ ~ ~ ~ 1
cw 11 227 ~ 11 7 1
s , ~ 1 I PROJECT N0. I t ` NCW-02000
1 1 a ~
fA J ; ~ d I FILENAJ~: - 11 Er-a. 214 ~ e I NCW02000 XC1 218 a_ , ) / ~ ` ~ 179
corlc 2 ~ ` \ ~ PAYE nESIGNED Rr: B R F EL=4.14 215 \ \ , EL-8.36 coNC 23 FT
TO TH STRAITS E1= 12 ~ \ / DBA1fN BY: =4 ASF
217 ~ \ / SCdLR: » ~ y C , 9 \ ~ =20
GRAPHIC SCALE 0.6 I S TO THE OPPOSITE SHORE 8 \ \ / j CONC .0.3 / , \ \ \ DATE:
20 0 1D 20 40 80 .1 ~ \ 2-4 05 =2 ~ ~
~i..,. I i ~ . ~ V `Y \ i SHRRT ND.
=1.19 l / \ \
( IN FEET ) EL= 0 \ PAW \
1 inch = 20 ft. 9 ~ 0 5 \ WADAMS a °o.a3 PRELIMINARY RA VOT RELEASED FOR CONSTRUCTION

T 'I ' ~ ~ ~ T ~ ~ ~ ~ "I~ e ~ ~ @, ~ ~ I ~ 1T ~J 1Lr - ~1 l~ J~J
i ~ ~ ~ Iii ' L ~ b ~ ~ _ ~J _1 i ~ ~ ~ I II~~ ~ ~ . ~ _ 173 173
- - ~ r` T -F~l T ~ F,~ ~ ~ ~ PAVE r" 1r ~ ~ ~ "I ~ 5 ~ ~ ~ r i ~ ~ ~ ~ ~ I j ~i r~ 1 ~ , i~ ~ ~~y ~I ~ I~ ~ i li EL=8,68 ' ' PAVE • • • i EL=8.68 1 bons and uantltles rk Calcu a Earthwo
~
5.43
i
~ Earthwork Calculations were erformed b usm Ea le Pomt software with the ~ p Y g g
5. _ _ .
sd, ~ ' ~ ~ohvay sr EL & ~ ~ ~ 5~ w.u~stta: / \ rismoidal volume calculation as the method. p ~ x o ° O
a ~sl y~ 5.07+ ~ / ~ ~ _ U d~ 'tP ~ w zi
<Ra ..._..a Rq , ~ ~1_ + i 6.78 ~ rn \ ~ - Y
r= @r e sj ,o 4• ~ ''~s g' y f `*te6 Total Excavated arils 1805 C a - o Y ~ ~ ~ x
b Avera e final elevation ofsite = 5.6' ~ ~ + g ~a r
R $ rV 1 ~ ~ ~ ~ 1 s 4.35 ~ ~ \
v. ya ` ` ~ ~ in 1 era e round elevation rior to installation of ervious arkin s stem = 5.2' ~ t\ F a av p P p g Y ~ w N g g ~ \ ~ t~. z ~
Q Rp h PAC S~it~~ \ z z ~A ( ~~ABL~, ~ o 0
moo ~ ~ s~ a a o 0
w - ~ ~ ~ ~ ~ a~; \ E~ d~ ?C~
~ 4. 6.85. 6,85 ` ~ na ' r' ~ ~ ~ '1 ~x PAVE w V ~i m
~TI~AEP.71NT LN ~r4 i _ - ~ ~ ` 0.=6.85 ~ Prismoidal Volume Results for area within the AEC w a ° ~
/ w ~ ~ ~0 / i`.R z ~ ~ w Ori final Surface Model: existing ~ '
~ '6:~4 \ e g ° Final Surface Model: ro osed z w ~ rn
~ ~ Cut Compaction Factor: .0 % w ~ "
~ _ - ~q ~ ` Com action Factor: 0.00 Fill p i
~ i l I' GwuBo} ,RQ 131 -1.:~.0 ~ ~ ~ ~ - I Raw Cut Volume: 27.30 cu yd
gSnnors.IS1aN F ~ ~ P ,q~~ ~ NA3fE 3i!E: rCUY - Compacted Cut Volume: 0.00 cu yd ~ Total Cut Volume: 27.30 cu d
f ~a ~ ~ i i ~ I ~ ~ Y _ _ _ ~ /
~ , r~ p~. ~ 6~ ~ ~ . Rk ' ~ a Raw Fill Volume: 18.76 cu d L ° 6,~ ~ C PAS t9l~ y _ 1~~~~re Compac ed Fill y
~~its ~ lJ t Volume: 0.00 cu d - ? ® Total Fill Volume: 18.76 cu yd
a sr«e _s~i339, ~ x ae~a~,~o~~~ ?pqE _ _ _ i WW an f fig: I° .,Menhdlberg V 5.6 i I~~... ' 139 w Ix - - ~
~~POP9 F--.q `rte J Glacesttt ~ N' k i ` ~ ? ~ ~ s; m . ~ EL=7:23 ~ _ _ - - - ~ 175 - ir'o" PAVE
i m ~ ~p]~ s ~ ~ GbckYlxkrq ~ 9~ N; BLLEHEftQN/.9 ;y~' b ~'r1 V ~ f--._ , ~~ss ~ 0.=7.06
' , a:Ol~Dil~e.3n.t"aC.A;Oi'AOC-0i.is. bi 91M)1 / CAi ^ ~ ~A gr.~.51, i 13511355 ~ ~ i.~ _ 0 ~ 1 - 1
Spoil Site Locations ~ , , . _ - - LEGEND T
, , l x~
N ~ - - EXISTING PROPERTY LINE _ ~ -
Two locations are ro osed. ~ ~ _ . , ~ _ _ - FANNIE C. WAT50N ~ . ~ ~ - ~1 ~ EXISTING BULKHEAD
Location one is the NCDOT s oil site at the end of Amos Gtlhken Rd. o® eoac 388, PACE tt7 o - - _ _ , _ P - / - . t- , g
~ f - _ - _ It is a full ermitted waste site resently m use. ti / , ~ ' ' ~ ~ Mew MEAN LOW WATER Z ~ - 0 ,,1~ z ~ o
~ ~ - 1 ~ ~ ~,e ~ MHw MEAN HIGH WATER < ~ ~
~ / - / ~ ~ _ ~ Locationtwo is 1145 Harkers Island Rd, which is owned by Ned Golden. . " " _ EXISTING POST & CABLE FENCE o ~
. ~ _ \ - 1 ~ ~ W W
r. Golden met with the Co s of En ineers on his site and was told that ~ ~ ~ _ , _ ~ _ ~ - - - ~ ~ z ~ a o - - ,69 o M o N
1 use as a s oil site and would not re uire a ermit. - it was acce tab e to ~ / _ ~ _ P P q P _ _ 0 IH O O - ~ PP EXISTING POWER POLE ~ p ~ 0.-4.48 N n a
~ +s.7s EXISTING SPOT ELEVATIONS ~ N . - ~ w
' / i _ r , . ~ , . _ ~ ~ ~ s.~s PROPOSED SPOT ELEVATIONS
~ / , ~ ~ - ~ 4-- ~ - ~ - _ . , e ~ ,
~ ~ a=eaa, - _a GRAVEL PARKING - : ~ ~ / W
~ ~ \ EDGE OF NCDOT R W ® DISTURBED ARE o
i - j- ~
_ - - - - ~ - , ~ a ~ ,7s , t, WETLANDS A ~ w ~ PAVE TT H
_ ~ ~ - - ' f ~ s• - 0..7.36 Fi V! z Qi
~ / r . _ F-1 , ~ w o
-1- - - , ~ ~ 5 ~ a" . ~ , _ .
- - - ~ ~ _ - - - _ _ - _ t / _ . . ~ - _ . _ ~ CPAC Soli. M ~ w x
. - / ~ ~ ~A (sue DAiL) O U1 x - _ ~S_ - a o
, -T- - ~ ~ z
~ _ ~ _ ~ ~ _.~ff. - ~ U ~ _ ~
~ , ~
_i, r ~ - ~ : - - - _ - - _ s.~ - - ~ 1 x o ~ ~
- _ L _ - - ~ + ~ l - ! ~ ~ ~ a
..,~--±~c-,-- a~c.,__,~.- - - - - 3.t;~ , / x ~ W
~ ~ _ ~.c ;r + F. ~ ~ - - 1 ~ - z
aG, 1 0 1
~ ~ ! ~ / ~,7 \ ~ EXISTING EDGE OF
~ ~ N r?. ~ ~ PAVEMIENT ,gyp y
~ / _ `~re~'~' S / _ \ PAVE ~ 4 -C ~ 0.=7.90
. _ ~
_ S ~ \ ~ ~
i i ~ ~1 \ ~
~ ; / / ~ 6:t ~ - ~ r ~ _ \
~ ~ \ , ~ . , ~ ~ \ ~ \ LL
~ ~ i y ~ ~ i \ Q Q
~ / ~ a ~ . . • - \ w ~ \ \ \ U
\ ~ ~ Q
\ \ \ _
. / ~ ~ \ ~ \ \ o 1
~ w 1 ~ m
. ~ ~ ~ ~ ~ O
s.c / J- ~ 15.00 ~ ,6 ~ z I-
i ~ ~ ` -
~
` 1 \ ~ ~
/ ~ ~ y ,y \ o ~ z z
~ ~ ~ \ \ 176 ~ EL=6s6
y ~ 1 1 O c~
y, •E,~/ ~w ~ a~, 5, / y \ M ~ HW ~ 1 _ ~ z ~ U _
• MLw ~ ~ \ ~ a
~ IaLw 1 \ ~ 1 Q 1 ~ 1
. i ETLAND DELI VETLAND DELINEATION AREA ~ W
~ ~ ~Il i W t~ ~ ~ ~ ~ ~ ~
1 1\ W ~ ~
i , ~ ~fl I• Ew \ 1
1 ~ 1 ~ ~ ~ ~ ~iw \ I
1\ \ ~ P t 4.5 ~ ` ` ` U
~ ~ , e~
d I i 11
\ _ PAVE •s ~ ~ +
TO TH STRAITS 7 ~ ~ to 1 a=6.36 6 ~ = z ~ ~ ~ I~xo~ECr xo. _
~ NCW 02000
I \ ~ENe~: / NCW02000-XC1
0.6 MI S TO THE OPPOSITE SHOT SHORE ~ ~ ~ T \ i I \ / DESIGNED HY: ~ ~ BRF
I ~ DRA11N BY: I ASF
~ \ / , y ~ ~ ~ ~ scalB:
GRAPHIC SCALE I ~ 1 20 I ` ~ _
o ` ~ ~ DATE: I ~ 2-4-05 ~0 .5
za o ~o so ao eo ~ ~ ~ SHEET N0. I
1 rl ~ lI ~ l .~b/
777
( IN FEET )
1 inch = 20 ft. cADAMS M
1 ~,PREL INARY DRAPING NOT, LEASED FOR CONSTRUCTION

t ~<<
N f--V f-( t ' i ~~J J~ v~y_~ 1' ~S _~It~l~i LJ L/ y ~~l~ ~i
~ ~ ~ ~ T ~ ~ ~ , I ~ - ~ r ~ m 1, ,TTI T T ~ ~ LEGEND
_ 1~,~ ~ ~1 , , -~~10 ~ ti u _ P L _ ,I~_~~ - -
. , - - EXISTING PROPERTY LINE
EXISTING BULKHEAD e
r ~Lw MEAN LOW WATER ~ ~ ~
o 00
MHw MEAN HIGH WATER v zl
~ EL=6,96 EXISTING POST & CABLE FENCE ~ o ~ ~ p
p ~ ~
/ rw Ise \ ~ ~ ~P? PP EXISTING POWER POLE ~ a
a EL-a.as + x w
sas EXISTING SPOT ELEVATIONS w a N z ~
~ e +s.7s PROPOSED SPOT ELEVATIONS . ~ z z ~ o
~ moo r ® GRAVEL PARKING a ~ 0 0
~~F~p ~ ~ ~ OEM °~~IE.~ ~H~~
i i~ WETLANDS ~ ~ x x ~J ~
~ w ao~ z d~~
~ ~ ~ a i ~ ~ • o~
z w w x a,
i ~ ~
i ~ ~
i ~
i ~ ~

~ ~ ' ~ ~
~ ~ ~
~ ~
i ~a~'CMPAC°~9 SOIL ~ DETAIL)
i
FL•7.2b 2
~,f 3
~ 4
5 ~ a=
6 0
N/~ FANNIE C. w1115ON 7 W~ ~~o
DEm BOOK 316„ PAGE 117 ~i p`~ , ~i ~ 2 g Q U ~
8 Mti C7 ; 3 W ~ U
~ 9 N W d O
z 0 0 0 0
10 ~ ~ N
11 5 M I~ N
12 W a
13
W
14 ~ O
15 eoweb and ravel arkin ~ PROP06ED AREA OF NEW a H co
~ A ~ 16 ~ PAVEMENT AREA ~ APPROX. 2800 S~ A w ~ ~ ~ ~ a~ H
area a rox 28 280 SF, AA 9 17 z~ ~ Wz
includin roadwa to berm. , g Y ~ ~
18 ~ Wo EDGE OF NCDOT R W M
' 19
20 ~ ~U w a ~E
21 39 O~ ax
~W ~°z • COMPACTED SOIL ~ U ~
22 38 DAM (SEE DETAIL) ~ ~ x
37 o~ M
36 ~ x o
35 ' ~ E" U1
x ~ a w W O p.
34 Z
33 - o
32 ~ ~ ~ ,a
Nx ~
/ EXtSi~IG EDGE OF
30 _ 9~~ ~ PAVEMENT Q
/ ~ ~ 1_ ' ~ 29 ~ ~ z
28 ~ /
i ~ ~ ~ O
27 ~ / 1 1 ~
~ 26 ~ac~ 1 Q
~ 1 25 - U
24 Y~
~ / ~ Z
23 ~
. ~ ~
- O o
z Q
J
N5B'34' ~ ~ 15.00
~ z
,y z ~
o'
Q a ~ ~
- y
A/(,W 3 '~W
5~ i ~ ~ MLW W
~ ~ , / MLW 1
ETLAND DELINEATION AREA W
MLW 1 I- 0.5.08 NN
ll

~ MAW U " 206
~ CCNC C EL=5.10 'S~3 s1.48
a-;.+~~
a=a.a3 ~ 279 B
ai 214 EI. 5.24 PROJ&CT ND. NCW-02000 ELa3.96 218 a.a,,,g ?
r T TH S ALTS ~.1a z1s 2 NCW02000-XC1
Q 4.12 ESE _ . ~p~5 2 EL=a,50 DBSIGNBD HY: B R F
217 nRd>+rr Hx: ASF
4 ~i ILES T® THE OPPOSITE SHORE ~~4.0~ 2corlc °Ee .89 `y
GRAPHIC SCALE
20 0 10 20 40 60 ne1B: 2-4-05
~ ~ ~ I I I ~Y/
~tlE51 Vu.
( W FEET )
1 inch = 20 ft.
- T RELEASED FOR CONSTRUCTION McADAMS RELIMINARY DRAWING