19970094 Ver 1_COMPLETE FILE_19960211

To: John Domey
Environmental Sciences Branch
DIVISION OF WATER QUALITY
LAMA MAJOR PERMIT APPLICATION RF,ViFW
REGIONAL OFFICE. STAFF REPORT AND RECOMMENDATIONS
REVIEWER: GREGSON--
ACTING WQ SUPERVISOR: SHIVER 5?5
DATE: February 20, 1997 $ ?W#
WETLAND INFORMATION FOR CENTRAL OFFICE, TRACKIN(T
PERMIT YR: 96 PERMIT NO.: 970094 COUNTY: New Hanover ?•. 'A?.
PROJECT NAME: NC Wildlife Resources Commission F? foe
PROJECT TYPE: Boat Ramp PERMIT TYPE: CAMA ?0 cad,
COE #: N/A DOT#: N/A`
RCD FROM CDA: DCM DATE FROM CDA: February 11, 19979???
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030624 19
*STREAM OR ADJACENT WATER BODY: AIWW
CLASS: SB # STREAM INDEX #: 18-87-24
*OPEN OR CLOSED: Closed
WL IMPACT: Yes WL TYPE: SM SIR
WL REQUESTED: 0.05 WL ACR EST: No
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: Yes
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to replace and improve existing facilities at the WRC
boat ramp facility at Wrightsville Beach.
WATER QUALITY CERT„(4011
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3025 for CAMA Major Permits
SEWAGE, DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
AREA OF FILL - WATER: 1050 sq. Ft. WETLAND: 2060 sq. Ft.
IS FILL ELIMINATING A SIGNIFICANT USE? No
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
970094.Feb
February 20, 1997
Page Two
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
The applicants proposal to impact 1700 sq. ft. of Section 404 type wetlands and 360 sq. ft. of
coastal wetlands meets the minimization criteria contained in 15A NCAC 2H .0506 (c) and (d).
This Office has no objection to the project as proposed.
The project should be done in such a manner so as to not cause turbidity outside the immediate
construction area to exceed 25 NTU.
cc: Central Files
Wilmington Regional Office Files
DCM-Tere Barrett
John Parker
I
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Wildlife Resources Commission
2. LOCATION OF PROJECT SITE: Adjacent to Lee's Cut on the northwest side of Harbor Island, the
northeast side of the Wrightsville Beach bridge at US 74&76.
Photo Index - 1995:22-255; grid 8-L,M,N 1989:175-26; grid 19-0,P,Q
State Plane Coordinates - X: 2359700 Y: 172000
RECEIVED
3. INVESTIGATION TYPE: CAMA/D&F
FEB 2 5 1997
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/17/96
Was Applicant Present - Yes ENVIRONMENTAL SCIENCES
5. PROCESSING PROCEDURE: Application Received - cc: 2/05/97
Office - Wilmington y
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wrightsville Beach
Land Classification From LUP - Municipal/Conservation
(B) AEC(s) Involved: CW, EW, PT, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - Gravel Parking, Fixed Docks, Boatramps, Bulkhead
Planned - Improvements and replacements of same
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA] .
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Snartina alterniflora 360 sf
Mixed Section 404 Wetlands 1700 sf
(B) Non-Vegetated Wetlands
(C) Other
High Ground 3672 sf 2 acres
Shallow Bottom 1050 sf
Open Water 1064 sf
(D) Total Area Disturbed: 2.2 acres
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: Applicant proposes the replacement and improvement of the NC Wildlife
Resources Commission public boating access facility at Wrightsville Beach.

NC Wildlife Resources Commission
Page 2
9. PROJECT DESCRIPTION 2/10/97
The project site is a 3.79 acre tract adjacent to Lee's Cut on the northeast side of the Wrightsville Beach bridge
at US 74-76, on Harbor Island. The property is owned by the North Carolina Wildlife Resources Commission
and maintained as a public boating access facility.
The property averages 3.5' above mean high water in elevation. There is an expansive body-of Spartina
alterniflora marsh to the north of the tract, and none to the west, or waterway side. On the south side, there
is an unimproved travelway extending underneath the bridge to access Marina St. There is an 8" culvert
connecting the waters of Lee's Cut to wetlands along the south property line. The wetlands are predominantly
Spartina alterniflora toward the west, or waterway side. Along the perimeter and transitioning eastward the
marsh becomes mixed high marsh, vegetated with Spartina ap tens, Distichlis s ip cata, Borrichia frutescens, and
Aster tenuifolius. The wetlands are higher in elevation and removed #r- o tuarine influence toward the east
end, and are vegetated with Phragmites australis and Mvrica cerifera. _4
This area of Wrightsville Beach has been heavily excavated throughout the AIWW, Lee's Cut, Mott's Channel,
and around several private and commercial facilities. It is an area conducive to extremely heavy boating
activity. The bottom composition in this area is very sandy, with shoals against the bulkhead to the west side.
There is a bulkhead (approximately 1185') extending along the north and west sides of the property, and
continuing approximately 80' along the south side. The site currently has. 3 concrete ramps, accessed by 4„
fixed piers. Although the high ground portion of the site is covered with gravel, parking is random, as there
are no designated parking spaces. There are no other facilities serving the site. This property is frequently
littered with an array of garbage and debris.
The Division of Marine Fisheries has closed the waters in this area to the taking of shellfish for consumption,
and have not designated the area as Primary Nursery Area. The Division of Water Quality has classified the
waters as SB. The Wrightsville Beach Land Use Plan classifies the area as Municipal, with Areas of
Environmental Concern classified as Conservation. The body of water is approximately 500' wide at the site.
The NCWRC wishes to improve the access site, providing more organized parking, easing ingress and egress,
and improving safety for the launching of boats. The proposal begins with the grading of approximately 2
acres in preparation for paving. The finished parking area will provide 64 spaces for vehicles with trailers, and
4 car spaces. The travelways are to be 24' in width, providing one way directional traffic. The travelways
provide a second lane for launch preparation and tie down prior to exit. The use of the unimproved roadway
under the bridge will be facilitated through paving, as well. This will be a single 14' lane, providing some relief
from the congestion of traffic attempting to access the facility from the ,east side of the bridge. The
encroachment agreement between the Commission and DOT is enclosed. The side slopes for the travelway
on the south side encroach into the delineated 404 wetland area by an average of 5', for a length of
approximately 350'.
The finished impervious surface area within the 75' AEC will be approximately 58%, up from the 54% existing.
The applicant has accounted for the excessive impervious area above the 30% allowed through grading toward
infiltration ditches containing perforated piping. The infiltration trenches are proposed to be 9' in width, and
vegetated. The subsurface piping will be surrounded by crushed stone and wrapped in filter fabric. PVC piping
will connect the system to weep holes in the bulkhead wall.
The applicant anticipates the replacement of the entire bulkhead system with a standard
timber wall. On the south side of the property the proposed bulkhead will extend into the Spartina alterniflora
for a maximum of 5', for a length of approximately 40'. On the north side, the wall will extend into the
Spartina alterniflora for an average of 1' to 2', for a length of 120'. The bulkhead is to be replaced essentially
in place, except that there is a relocation into high ground for the ramp enlargement on the northwest side,
and the southwest wall and north walls will be straightened where there is now some curvature. Relocation
of the wall on the southwest side will require the excavation. of approximately 370 square feet of high ground.
Along the south side of the ramp system, the proposed bulkhead turns perpendicular to the shoreline and
extends waterward along the side of the fixed dock for a length of 43'. This portion of the structure acts as
a breakwater.
On the west side of the property the applicant proposes the replacement and enlargement of the ramp system.
The application calls for the replacement of the three concrete ramps with 5 concrete ramps. Construction
will utilize approximately 750 cubic yards of concrete, underlain with class A erosion stone and #57 stone.
The ramp system will incorporate 70' x 100' of bottom area; approximately 32' x 105' of high ground area
to the north of the existing ramp will be excavated for a portion of this. This area will be excavated to -5'
mean low water. The existing ramp system incorporates 4806 square feet of area; the new ramp system will
incorporate approximately 2194 square feet of additional area. The end result will be 5 ramps, each 14' x
100'. There will be two fixed piers, 90' x 6', on the north and south sides of the ramps. There will be two
floating docks, 82' x 8', within the ramp system. The structures will extend approximately 38' beyond the
mean high water line, to the -6' mean low water contour. The docking structures terminate 25' from the
adjacent riparian corridors.
Spoil removed for the excavation of the ramp area to the north, and the bulkhead relocation on the southwest _
will be placed within a 275' x 60' area designated for spoil placement orx the site. The 930 cubic yards. of
_.:-.
material will be contained by siltfencing until it is dry enough to grade into the parking area.
The applicant is in the process of creating and submitting both Sedimentation/Erosion Control and Stormwater
plans.
10. ANTICIPATED IMPACTS
The bulkhead replacement and fill slopes for the parking area will require the filling of approximately 1700
square feet of the above described Section 404 wetlands and 360 square.feet of regularly flooded coastal
marsh. Approximately 3672 square feet of high ground will be excavated for the additional ramp area and the
bulkhead relocation. The grading for parking lot preparation will disturb approximately 2 acres of high ground.
Approximately 1064 square feet of open water will be incorporated with the docking system. Approximately
1050 square feet of new shallow bottom area will be filled for the ramps. Turbidity impacts can be expected
during construction of the bulkhead and ramp system. Boat launching and traffic safety at this facility should
improve with this project.
Submitted by: T. Barrett Date: 02/10/97 Office: Wilmington
® North Carolina Wildlife Resources Commission
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
January 24, 1997
Ms. Tere Barrett
DEHNR- Division of Coastal Management O
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: NCWRC Public Boating Access Facility JAN 2 7 1997
Renovations and Improvements DIVISION OF
Wrightsville Beach, New Hanover County COASTAL MAI4AGEMENT
Dear Ms. Barrett:
On behalf of the North Carolina Wildlife Resources Commission it is
hereby requested that a CAMA Major Development permit be issued for the
above referenced project. For your review, I have attached plats that illustrate
proposed development.
Proposed improvements include the following specific elements:
1. Replace 3 deteriorated concrete launch ramps (approx. 17.5 ft ,x 89
ft each) with 5 new concrete launch ramps (14 ft x 100 ft each).
2. Replace 4 fixed pier wood courtesy docks (2 @ 4.5 ft x 62 ft; 2 @ 4.5
ft x 76 ft) with 2 floating docks (8 ft. x 82 ft. each) and 2 fixed pier
wood courtesy docks (6 ft. x 90 ft. each).
3. Grade existing compacted stone parking area and surface with a
two inch layer of 1-2 type asphalt.
4. Replace approximately 1185 linear feet of deteriorated bulkhead.
Please note that the additional launch ramp length indicated in item 1 is
necessitated by the proposed elevation increase at the top of the launch
ramps. The topography of the existing facility directs parking lot surface
runoff down the launch ramps into adjacent surface waters. The proposed
site improvements include raising the elevation of the top end of the launch
ramps and adjacent maneuvering area approximately 1.1 feet to redirect
surface runoff into an adjacent grass-lined infiltration area.

Ms. Tere Barrett
January 24, 1997
page 2
The adjacent riparian landowners have been notified via certified mail.
Included herewith are the copies of the postal receipts. Signed return
receipts will be forwarded to your office once received.
Thank you for your assistance with this project. If you have any
questions or need additional information please contact me at [phone].
Sincerely,
Gordon Myers, Conserv ion Engineer
Division of Boating and I land Fisheries
O (0 ??
JAN 2 7 1997
DIVISIUiw OF
COASTAL MA14AGEMENT
enclosures: development plats
application form '
copy of property deed
copy of NCDOT Right of Way encroachment agreement
application fee ($250.00 check)
cc: file
f. lcorreslbaaproil wrightsvlapplcov
Form DCM-MP-1
APPLICATI cmvim
(To be completed by all applicants) T J AN 2 7 1997
DIVISION OF
COASTAL MANAGEMENT
b. City, town, community, or landmark
1. APPLICANT Wrightsville Beach
C. Street address or secondary road number R. f • Q
a. Landowner: wu2• %sly- TVZ;W
Name North Carolina Wildlife Resources Commission d. Is the proposed work within the city limits or planning
jurisdiction? X Yes No
Address 512 North Salisbury Street
e. Name of body of water nearest project (e.g. river,
City Raleigh - State . NC creek, sound, bay) Atlantic Intracoastal Waterway
Zip 27604-1188 Day Phone [phone]
Fax [phone]. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address Replace 3 concrete launch ramps with 5 concrete launch ramps.
Replace 4 fixed pier timber docks with 2 fixed pier docks and 2
City State floating docks. Regrade compacted ABC stone parking area and
Zip Day Phone resurface with I-2 type asphalt. Replace 1185 ft of bulkhead
Fax b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
C. Project name (if any) NCWRC Wrightsville Beach C. Will the project be public, private or commercial
Boating Access Area
use? Free public use
NOTE. Permit will be issued in name of landowner(s), and/or a. Give a brief description of purpose, use, methods of
project name construction and daily operations of proposed project.
• If more space is needed, please attach additional
pages.
2. LOCATION OF PROPOSED This facility provides free public boat access to the Wrightsville
PROJECT Beach vicinity via the Atlantic Intracoastal Waterway. Site
improvements will be constructed using the following :
bulldozer, dragline, backhoe, and motorgrader
a. County New Hanover
,Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
N/A
a. Size of entire tract 3.79
b. Size of individual lot(s) N/A
C. Approximate elevation of tract above MHW or NWL
approx 3.5 ft relative to MHW (MI.,W at -4.8 ft)
d. Soil type(s) and texture(s) on tract
Sand fill
e. Vegetation on tract Coastal Bermuda grass, assorted
coastal vegetation (including coastal wetland species)
f. Man-made features now on tract 3 concrete boat launch
ramps; compacted stone parking area, 4 fixed pier timber docks
timber bulkhead
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local use plan)
A- Conservation
X Developed/munici-
pal office industrial
Rural
h. How is the tract zoned by
GI Public/semi-public
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 runoff
o. Describe exng drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
Transitional • ed (with state application only) or
Community D ? te i t nder which the applicant claims
title t. the aff ete properties. If the applicant is not
Other gq I e owner of said property, then
JA dlsf Wipy of the deed or other instrument under
local government? DIV19 (1'qh tWowner claims title, plus written permission
COASTAL 1+%*N*GEMFNTcarry out the project.
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 whom9
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? Yes
(attach documentation, if available)
• An accurate dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" 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 DCM-MP-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 Town of Wrightsville Beach
Address P.O. Box 626, Wrightsville Beach, NC 28480
Phone [phone]
Name NC Department of Transportation
Address 124 Division Drive, Wilmington, NC 28401
Phone [phone]
Name Lee's Cut Homeowner's Association
Address P.O. Box 531, Wrightsville Beach, NC 28480
Phone
• A list of previous state or federal permits issued
for work on this project tract. Include permit
numbers, permittee, and issuing dates.
Permit No. 89-77
• A check for $250.00 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs of processing
the application.
• I A signed AEC hazard notice for projects in
oceanfront and inlet areas.
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 Carolinas
approved - eoasfal, Management Program and will
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 24th day of January '19 97
Print Name Gordon S. Myers
Signature
Landowner or A orized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
• A statement of compliance with the N.C. X DCM MP-4 Structures
Environmental Policy Act (N.C.G.S. 113A - 1 to DCM MP-5 Bridges and Culverts
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement DCM MP-6 Marina Development
documenting compliance Envi
NOTE. Please sign and date each attachment in the
ronment Policy Act. T7D-zt*l
15 D space provided at the bottom of each form.
JAN 2 7 1997
DIVISI01,4 OF
COASTAL MANAGEMENT
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)

Attach this form to Joint Application for CAMA Major 1. EXCAVATION
Permit, .Form DCM-MP-1. Be sure to complete all other . . _? -- - - .
sections of the Joint Application that relate to this
proposed project. a. Amount of material to be excavated from below MHW
or NWL in cubic yards 775 cu yd relative to N11-1W
Describe below the purpose of proposed excavation or fill
activities. All values to be given in feet. b. Type of material to be excavated sand/silt
Average Final
Existing Project
Length Width Death Death
Access channel
(MHW) or (NWL)
Canal
Boat basin
aRX?A A I
tJGW ExeAvArri-o
Boat ramp 1__--.
Replace 3 deteriorated
ramps with 5 new con(
dimesions reflect expai
R"groiu
AREA -$L2
Rock breakwater
Other
(excluding shoreline
stabilization)

Not : Depths re ative to M W
105
ncrete 1:16
to ramps 52
ion area 32
P°a i;A
ro +6.65
rs -to/x
+ -5.0
odf

C. Does the area to be excavated include coastal wetlands
(marsh), submerged aquatic vegetation (SAV's) or
other wetlands. Yes X No
d. Highground excavation in cubic yards 155 cu yd
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area All excavated material will be
graded into the site above MHW
b. Dimensions of disposal area W4 275 75" x- 1,c, *'
'FoR TYt?IPo2AKY' Gow-r*in7N19w-r PIZ1o¢
rc> dMA'nI"t?
C. Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
M yes, where? N/A
JAN 2 7 1997
DIVISIUfv OF
COASTAL MANAGEMENT
(Form DCM-MP-2
Does the disposal area include any coastal wetlands
(marsh), SAV's, or other wetlands?
Yes X No
Does the disposal area include any area in the water?
Yes X No
SHORELINE STABILIZATION b.
Type of shoreline stabilization
X Bulkhead Riprap
Length approx. 1185 ft (replacement of existing)
C.
d
Average distance waterward of MHW or NWL
0
Maximum distance waterward of MHW or NWL
5 feet at two locations approx. 90 ft. southwest of ramps
e.
Shoreline erosion during preceding 12 months
N/A
(Source of information):
f.
Type of bulkhead or riprap material Timber CCA
treated to a minimum retention of 2.5 lbs/cu ft
If yes,
(1) Amount of fill to be placed in the water
750 cu yd
(2) Dimensions of fill area 100 ft x 70 ft
(3) Purpose of fill Launch ramps/ sub-base
150 cu yd concrete, 450 cu yd class A erosion
control stone, 150 cu yd n? 57 stone
Will the fill material be placed in coastal wetlands
(marsh), SAV's, or other wetlands?
X Yes No
If yes, 2,,r?
(1... Dimensions of fill area . _ sq ft 44?.
(2) Purpose of fill parking/traffic control
improvements
5. GENERAL -_
a. How will excavated or fill material be kept on site and
erosion controlled Excavated materials will be
temporarilly stored in a 275 ft x 60 ft silt fence enclosure.
After dewatering, excavated materials will be graded into
the project site.
b
9.
h.
Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill RAtW1*' 14 c1 v?
b.
Type of fill material
existing sand fill behind bulkhead
1.
Source of fill material existing
4. I OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic dredge)?
dragline or track backhoe
Will wetlands be crossed in transporting equipment to
project site? Yes X No
if yes, explain steps that will be taken to lessen
environmental impacts.
NI GW1R.G Wytalnk6v, IIc. ?7" '$RA
Applicant or Project N me
a. Will fill material be brought to R& ("I TK H v 171 1V l
I X Yes No Sign re
JAN 2 7 1997 1 Zd, g
DIVISIU(v OF Date
COASTAL MA14AGEMENT
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units, or
structures proposed Concrete boat launch ramps (5) and
courtesy docks; (2) floating and (2) fixed pier i'
b. Number of lots or parcels N/A
c. Density (give th euumber of residential and the units
per acre) N/A
d. Size of area to be graded, filled, or disturbed including
roads, ditches, etc. approx. 2 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? Yes X No
If yes, date submitted
J-
k.
JAN 2 7 1997
DIVISION OF
COASTAL MA14AGEMENT
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division,of Environmental Management for review?:
` Yes = , X No
If yes, date submitted
Describe proposed method of sewage disposal.
N/A
Have the facilities described in item i. above received
state or local approval N/A
(attach appropriate documentation)
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).
surface runoff
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc.)
N/A
m.
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for paved surfaces. n.
launch ramps- concrete
all other paved surfaces- asphalt
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 approx 58%
Will water be impounded?
If yes, how many acres?
If the project was an oceanfront development, when
was the lot(s) platted and recorded? N/A
?Jr-wtzC- I?r?al? v, 1lcr _ ?.e, L f5AA
Applicant or Project Nam
Signature
l
Date
Yes X No
DCM-MP-4

0.
4.
TRUCTURES
and/or land disturbing activities)
this form to Joint Application for CAMA Major e:
Form DCM-MP-1. Be sure to complete all other
of the Joint Application that relate to this
d project.
Dock(s) and/pier(s)
(1) Commercial X Community Private
(2) Number 4
(3) Length 2 floating @ 82 ft 2 fixed pier @ 90 ft.
(4) Width 2 floating @ 8-& 2 fixed @ 6 ft
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property
lines 25 ft.
(9) Width of water body approx. 5001
(10)Water depth at waterward end of pier at MHW or
NWL approx. 10 ft relative to NMW
Boathouse (inel ,ding . r-e lifts)
(1-) jai Private
(2-) Length
(-3) Width
Gr-Gin r' (e.g. weed, >
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Wildlife Resources Commission
512 N. Salisbury Street
Raleigh, NC 27611
Dear Sirs:
LTX.MAI
E5F==HNR
March 4, 1997
New Hanover County
WQC 401 Project #970094
You have our approval, in accordance with the attached conditions, to place fill material in 0.05 acres of
wetlands or waters for the purpose of constructing a boat ramp at Wrightsville Beach, as you described in your
application dated 11 February 1997. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3112.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification. In addition, you should get any other federal, state or local
permits before you go ahead with your project. Also this approval will expire when the accompanying 404 or
CAMA permit expires unless otherwise specified in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker, DCM
Sin erely,
ton Howard, Jr
970094.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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