20030852 Ver 1_COMPLETE FILE_20030709

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name George & Sandra Evans County Pender
Project Number 03 0852 County2
Recvd From DCM Region' 'Wilmington
Received Date 7/9/03 Recvd By Region
Project Type residential access and construct pier & dock
Certificates Stream Stream Impacts (ft.)
Permit Wetland. Wetland Wetland Stream Class 'Acres Feet
Type Type Impact Score Index Prima Supp. Basin Req. Req. -
CAMA OTH FT _0N F__ 18-87-10 SA HQW 30,624. 0.08F
?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to the eject as proposed provided that all of the conditions listed in
General Water Quality Certification #3400 and the additional conditions listed in the written 401
Water Quality Certification are met.
The 401 Water Quality Certification was written on August 1, 2003. NML
cc: Regional Office
Central Office Page Number 1
Ake WA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
July 8, 2003
080852
MEMORANDUM
TO:
FROM:
SUBJECT:
APPLICANT:
John Dorney
Division of Water Quality, Wetlands/401 Unit
Doug Huggett
Major Permits Processing Coordinator
( G 9 2003
VATE80(?l?
ll?y????1
0
CAMA PERMIT APPLICATION REVIEW
GEORGE AND SANDRA EVANS
PROJECT LOCATION: 1133 AND 1134 N. ANDERSON BLVD., TOPSAIL BEACH.
PROPOSED PROJECT: BRIDGE COASTAL WETLANDS AND FILL 404 TYPE
WETLANDS FOR A DRIVEWAY ACCESS TO HIGH GROUND
FOR HIS PROPOSED SINGLE FAMILY RESIDENCE AND
BUILD A PIER AND DOCK.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 29, 2003. If you have any questions regarding the proposed project, please contact
Doug Huggett at [phone], ext. 245. When appropriate, in-depth comments with supporting
data is requested.
REPLY
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes are incorporated.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
July 8, 2003
MEMORANDUM
TO: John Dorney
Division of Water Quality, Wetlands/401 Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA PERMIT APPLICATION REVIEW
APPLICANT: GEORGE AND SANDRA EVANS
PROJECT LOCATION: 1133 AND 1134 N. ANDERSON BLVD., TOPSAIL BEACH.
PROPOSED PROJECT: BRIDGE COASTAL WETLANDS AND FILL 404 TYPE
WETLANDS FOR A DRIVEWAY ACCESS TO HIGH GROUND
FOR HIS PROPOSED SINGLE FAMILY RESIDENCE AND
BUILD A PIER AND DOCK.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by July 29, 2003. If you have any questions regarding the proposed project, please contact
Doug Huggett at [phone], ext. 245. When appropriate, in-depth comments with supporting
data is requested.
REPLY
SIGNED
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.
This agency objects to the project for reasons described in the attached comments.
DATE
1638 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Development Type
1. Private, noncommenaal
development that does not involve
the filling or excavation of any
wetlands or open water areas:
IL Pubfic or commercial developme
that does not involve the filling or
excavation of any wetlands or open
water areas
IIL For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, detemrine if,4 b, C, or D :_ .
below applies
ili(A? For Private, non-commercial:
development, If General water Quality
Certification Nc.3301 (see attached)
can be applied:
1144 For public or commercial
development, if General water Quard
Certification No-3301 (see attached)
can be applied: '
111(C} If General Water Quality
Certification No.3301(see attached)
could be applied. but DCM staff
determined that additional review and
written DWQ commence is needed
because of concerns related to water
quality or aquatic Life:
FEE
5250
$400
S250
$400
$400
1601435100093 1625
100%(S250)
100%($400)
l0(D? If General Water Quality
Certification No.3301.(see attached) LO
-S400 M% (S240)
can not.be applied
L
1602 435100095
0% (S0)
0% (SO)
40% (S16D) =
4,7!'
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: George and Sandra Evans
2. LOCATION OF PROJECT SITE: 1133 & 1134 N. Anderson Blvd., Topsail Beach, Adjacent to the
Atlantic ocean and Topsail Sound, Pender County
Photo Index - 2000: 25-236 K,L,M-23 1995: 25-308 J,K,L,M-13 1989: 173-23 G,H,I,J-8
State Plane Coordinates - X: 2418044.637 Y: 231383.277 GPS File: Q052914B
3. INVESTIGATION TYPE: CAMA and Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05/22/03, 05/23/03 and 05/29/03
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 06/24/03
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Topsail Beach
Land Classification From LUP - Developed / Conservation
(B) AEC(s) Involved: EW ES,PT OH
(C) Water Dependent: Yes
D) Intended Use: Private
(E) Wastewater Treatment: Existing - none
Planned - Septic Tank
(F) Type of Structures: Existing - none
Planned -House, driveway with bridge, dock and pier
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands Bridge shading
mixed high marsh vegetation 2040 sq
ft
404 type wetlands 3575 sq ft
(B) Non-Vegetated Wetlands
Open Water ier/Dock/boatsli s 1030 s ft
(C) Other
Driveway/house (highground) 10323 sq ft grading
8.
(D) Total Area Disturbed: 15938 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
PROJECT SUMMARY: The applicant proposes to bridge coastal wetlands and fill 404 type
wetlands for a driveway access to high ground for his proposed single
family residence. He also is proposing to build a pier and dock.
e ?
George and Sandra Evans
Page Two
July 1, 2003
9. PROJECT DESCRIPTION
The applicant's property is a 1.57-acre tract of land located at 1133 and 1134 N. Anderson Blvd.,
consisting of two lots, Lot 18 & 19 which runs from the ocean to the sound, in the Town of Topsail Beach,
in Pender County. The site is located just to the south side of Queens Grant Condominiums approximately
5.0 miles south of the intersection of NC Highway 50 and NC Highway 210 (Surf City stop light).
The tract encompasses property from the oceanfront (1133 N. Anderson) to the estuarine shoreline (1134
N. Anderson) on Topsail Sound. The property on the oceanside of N. Anderson Blvd. is approximately
100 feet wide by 133 feet in length. The ocean side property is vegetated with sea oats (Uniola sp.),
American Beach Grass (Ammophila breviligulata), catbrier (Smilax sp.), bear grass (Yucca filamentosa )
and Indian Blanket flower (Gaillardia pulchella). The Area of Environmental Concern (AEC) on the
ocean side consists of a 255' ocean erodible area and is therefore a Coastal Management Area of
Environmental Concern (AEC) which extends across N. Anderson Blvd. to the portion of the tract where
the proposed driveway access and some filling of 404 type wetlands is being proposed. The parcel of land
on the oceanfront is not being proposed for development at this time.
The portion of Lots 18 & 19 on the sound side of the tract consists single-family-residential lots each
measuring approximately 50' wide and approximately 685 to 690' deep. The elevation of the property is
approximately 5 feet above normal high water. There are no man-made features located on this property at
present. The vegetation on the tract varies from the side bounded by N. Anderson Blvd to the Topsail
sound side of the property. The high ground vegetation on the N. Anderson Blvd side of the tract includes:
Sweet Bay (Magnolia virginiana), Yaupon (Ilex vomitoria) Catbrier (Smilax sp.), Ragweed (Ambrosia sp.)
and Virginia Creeper (Parthenocissus quinquefolia). The lot goes into a wetland area covered with
Common Reed (Phragmites communis)that grades into a coastal wetland with Salt Grass (Distichlis
spicata), interspersed with Sea Lavender (Limoium carolinanum), Sea Ox-eye (Borrichia fmtescens) and
monospecific stands of Black-needle Rush (Juncus roemerianus). Small hummocks vegetated with Red
Cedar (Juniper virginiana), Marsh Elder (1va frutescens), Wax myrtle (Myrica cerifera) and poison Ivy
(Rhus radicans) are also scattered within this coastal wetland area. The tract grades back up into high
ground vegetated with Yaupon (Ilex vomitoria), Sweet Bay (Magnolia virginiana), Live Oaks (Quercus
sp.), Wax Myrtles (Myrica cerifera), Grape vines (Vitis sp.), and Poison Ivy (Rhus radicans). The sound
side portion of the tract is vegetated with an approximate 40-foot fringe of coastal marsh containing
Smooth Cordgrass (Spartina alterniflora), Glasswort (Salicornia sp.), Salt Meadow Hay (Spartina patens),
and some Sea Ox-eye (Borrichia frutescens).
The waters adjacent to the project are classified "SA" by the Division of Water Quality. The area is not
designated a Primary Nursery Area and is open to the taking of shellfish.
The applicant is proposing to fill approximately 143' by 25' of 404 type wetlands for a driveway access to
the high ground portion of the tract located on the sound. The applicant is also proposing to bridge 170'
by 12' of coastal wetlands to complete the access road to the high ground. The bridge would start at the
404/coastal wetland border and continueY to 4' above the marsh substrate across to the coastal/404
wetland boundary on the western (or sound) side of the property. The proposed bridge is proposed to be
constructed of pressure treated piles, structural lumber and decking. An additional 268.31' of uplands
would also need to be graded and/or filled to complete the driveway to the proposed residence. The
applicant is proposing to build an approximate 3000 sq ft residence on the upland portion of the tract along
the sound side of the property. The residence is proposed to be constructed outside the 30' buffer area, but
with a portion of the house and decks within the 75' estuarine shoreline AEC. The house is proposed to be
built on the center of the two lots on the high ground portion of the parcel located adjacent to the sound. In
George and Sandra Evans
Page Three
July 1, 2003
addition the applicant is proposing a 4-slip dock and pier also to straddle the two lot lines on the
sound side. The pier is proposed to be 5' X 60' long (measured from normal water level, from high
ground it will be approximately 70' long) that will terminate into a 10' X 25' T-head dock. The project as
proposed would provide docking space for up to four vessels. The proposed dock would have
approximately 6' of water depth at low tide.
10. ANTICIPATED IMPACTS
The proposed 404-type wetland fill for the driveway access to the high ground would result in a 3575 sq ft
of impacts. The proposed bridge would result in a 2040 sq ft of coastal wetland shading and temporary
impacts from the bridge construction. The construction of the residence with associated landscaping and
driveway on uplands would disturb approximately 9177 sq ft and would result in a 27.6% impervious area
within the 75' Area of Environmental Concern (AEC). The pier, dock, and 4 boat slips would result in the
incorporation of 1030 square feet of public trust area. Minor increases in turbidity can be expected during
construction
Submitted by: Joanne Steenhuis Date: July 1, 2003 Office: Wilmington
PROJECT NARRATIVE
EVANS RESIDENCE
1132 NORTH ANDERSON BLVD.
TOPSAIL BEACH, NC
This project includes the construction of a private residence, pier and driveway on the
property located at 1132 and 1134 North Anderson Blvd., Topsail Beach, NC. The
residence will be of stick built construction as per the NCSBC 2002 edition - Residential
covering approximately 3000 square feet. A pier shall be constructed of pressure treated
piles and lumber extending approximately sixty feet from the mean high water level and
terminating into a platform twenty five feet in length.
Access to the residence will be provided by the construction of a 581-foot driveway,
including a 170-foot single lane bridge. 143-feet of the driveway will require the
placement of fill materials in wetlands. 85.31-feet of fill maybe required in the uplands
adjacent to North Anderson Blvd. leading to the bridge. This fill will be placed in six to
nine-inch lifts such that a nine-foot wide roadway with minimum three to one side slopes
are constructed. Screened topsoil and vegetative cover shall be placed immediately upon
completion of the fill sections. An additional 183-feet of upland disturbance will result
from grading and placement of gravel to complete the driveway.
Bridge sections shall be constructed of pressure treated piles, structural lumber and
decking. Load spreading mats will be used to support Equipment required for
construction. Very minor disturbance to the delineated marsh areas is expected. Any
disturbance to the marsh shall be remediated in a timely manner.

il r'? r J . ,
Ij y
t J? 1 Y
( ?r
`-1,f
f
Form DCM•M ?-l
APPLICATION'
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name 6,eve&, r Fr/A.yS
Address 3 57 S '9 4 -P 1A N!7 AV E
City A V ag>AJ State 0 H-
b. City, town, community or landmark
Tt7.0 Cr a -,e f-51 s r4G ff
c. ' Street address or secondary road number
1[33+//3y? A.,4 AN1>1:,eo y ?3/vim.
d. Is proposed work within city limits or planning
jurisdiction? _ X Yes - No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) 1Sr+ iL S d.Jn D
,?,3D CoSF? 99.S?L-
Zip Day Phone
Fax 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Names pS A le- 2 ? irzzA 995? J AlC?.
Address 1 z2 l yr n D ,T Moa .n c lL L?I?°.
CitySyGr% G. 4y State .y c
Zip Day Phone [phone]
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
t-914 . 9,e. Aq L° s- PA--A2-
b. Is the proposed activity maintenance of an existing
project, new work, or both? A(Au>
Fax 1910 3 ZS &/53
c. Project name (if any) t. t G CSI D95r. '
NOTE: Pem* will be issued in name of kndmmer(s), and/or
project nano.
2. LOCATION OF PROPOSED
PROJECT
a. County ?S po 2
Revived 03196
C. Will theAroject be for public, private or commercial
use? t•,VAT-C.
d. 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.S?«I- ?6cs?l-F- ir_uT-o
74C S
W.Ll 6G PlrawE?_f?.>epr?sLst,1T
fD? 17P.vS ..,Ao . P (AIC-C Ml 194'4S APD
II
APR 17 2003 LU)
IN pIVISIof
OF MENT
COASTAL MANAGE
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1, f Aa ??-? -
b. Size of individual lot(s) 5 A-,-L ?Z) 6)•-71,4c-
c. Approximate elevation of tract above MHW or
NWL .15-- gee7'
d. Soil type(s) and texture(s) of tract
!5jb-4, -5#41L
e. Vegetation on tract LU t4e-L LAr---
f. Man-made features now on tract NOAI-
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local lurid use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local go t?
JkA L Is the proposed project consistent with the applicable
zoning? 4 Yes No
(Attach zoning compliance certificate, if applicabk)
j. Has a professional archaeological assessment been
done for the tract? Yes 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 the site? X Yes No
Coastal (marsh) _ ( Other
If yes, has, a delineation been conducted? c?
(Attach doaanentation, if a>alable)
m. Describe existing wastewater treatment facilities.
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.) AA-9Ne
o. Describe existing drinking water supply source.
ins Am-- c
S. 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 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 for a
detailed description.)
Pkase 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 a part of plat
requirements and it must be sufficient) detailed t
guide agency personnel aK%t , o e
APR i 7 2003
Revised 03195
DIVISION OF
rnASTAL. MANAGEMEI\
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• 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 -TP,_11tc
Address l 0-1 wt ,a, .J 5 -l?C f 1?• r.. T i"A
Phone 416 z591 44-511 a I.3!q4?-
Name S±e t EA2 -5m--4t4
Address 72caA Nt a erXAA1rmAA QM FAME TtEv?I?E
Phone 2g?os'
Name FAsAl & iffV RE TT
Address 21 cr to E.i7z:,-Ay C'7" _f_.sHE7lf'r:yam
Phone Z?3 < <
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A1C)AA5
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03195
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 I r day of
Print Name : 7/` ZLIAV?
Signature ???'
Zw d,~r ! id lgtnl
Please indicate attachments pertaining to your proposed
project-
DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
aC
_ 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.
n
L?
APR 17 2003
DIVISION OF
COASTAL MAMAGEMENT
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Fbai
Existing Project
Lonath Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Revised 03195
1. EXCAVATION
a. 'Amount of material to be excavated from below
MHW or NWL in cubic yards 4142A/45
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards 1(J??'
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
b. Dimensions of disposal area N1/¢
c. Do you claim title to disposal area? A1111,
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No ? t
If yes, where?
apR n203
Cop,gTA p,GEMENT
D` ?INj??
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes 2? No
f. Does the disposal include any area in the water?
Yes V No
b. Will fill material be placed in coastal wetlands
(marsh , SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area -//SO -V+ z
(2) Purpose of fill lue-Z
3. SHORELINE STABILIZATION
a. Type of shoreline stab' . t'on
Bulkhead " Riprap
b. Length .414
c. Average distance waterward of MH or NWL
T
d. Maximum distance waterward oMHW or NWL
41 ?n
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or rprap material
5. GENERAL
a.
b.
If yes,
(1) Amount of mat a?1 to be placed in the
water t
(2) Dimensions of fill area
(3) Purpose of fill A1.1 rr
How will excavated or fill material be kept on site
and erosion controlled? WaT ?.at,S 6k4- ?
?'Pl?ft Aar "AoE 5 6o-t .??y[J std
Si>,ePwn Pri?4- /57 _ ABC/ , e Eck- .[ W.-.5 .
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? /
w % r 7'e
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead b ckfi 1
c.
h. Type of fill material _ k
is Source of fill material ..A/
1 11.4
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X_ Yes No
Revised 03145
Will wetlands be cr3ssed in transporting equipment
to project site? _X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Pfiqe,&7/W9Wr
2-0'4-J2 M
V
Applicant r Pn4ed Name
signature
Date
APR ? 7 2003
Ol ?l MANAGEME
rnASYA
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed
-1 und:
b. Number of lots or parcels
Z.
c. Density (give the number of residential units and the
units per acre) 1 yt1? D. 5l //?,7/S
42ez AC k1-0-
d. Size of area to be graded, filled or disturbers
including roads, ditches, etc. 917 7 AF z
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 No
If yes, date submitted
f. List 'the materials (such as marl, paver stone,
asphalt, or concrete)) to be used for paved surfaces.
RAVcI /?L,? tE
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. 27016
Revised 03195
h. 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
i. Describe proposed method of sewage disposal.
Owl - 5 __5 ic=
j. Have the facilities described in Item i. above
received state or local approval? FS
(Attach appropriate documcntation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
.,/OAAC
1. Describe proposed drinking water supply source
(e. well, community, public system, etc.)
m. Will water be impounded? Yes No
If yes, how many acres9
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
Appli r Project Name
Signal
Date ApR 17 2003
DIVIS1001 FM's
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial ._Community Private
other sections of the Joint Application which relate to (2) Number ---'
this proposed project. (3) Description of buoy
(Color, insc iption, size, anchor, etc.)
a. Doc k(s) and/or Pier(s)
(1) ,^ Commercial -Community _ Private
(2) Number 1
(3) Lengths ' t (4) Width of water body
(4) Width 6 .!? 1 (5) Distance buoy(s) to be placed beyond
(5) Finger Piers Yes No shoreline
(i) Number --
(ii) Length f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width - (1) _ Commercial Community _ Private
(6) Platform(s) x Yes No (2) Number _
-
(i) Number 1 (3) Length
?
(ii) Length J0 (4) Width
(iii) Width
(7) Number of slips proposed g. Other (Give ronjpkte descripdon)
(8) Proximity of structure to adjacent riparian
property lines 3S4 '
(9) Width of water body la? 4f
(10) Water depth at waterward end of pier at
MLW or NWL (' _ O' Ti -
b. Boathouse (including covered lifts) NIA
(1) Commercial Private
(2) Length -?
(3) Width tl?
c. Groin (e.g. wood, sheetpile, etc.) ,c)%
(1) Number'
(2) Length(s) $
d. Breakwater (e.g. wood, sheetpile, etc.),, /,4
(1) Length --&-
(2) Average distancefrom MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands °c-;?-
"ace
: ?;,?
j ' ?? 6
IS 10' F
k COAST
Revised 03/95
Form DCM-MP 5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public Private X
b. Type_of bridge (construction material)
tt7 00 'i? 5-t r..? y E,r2 - P
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL SrASoyVAc -
e. Will proposed bridge replace an existing bridge?
Yes _ 4 No
If yes,
(1) Length of existing bridge 4L
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes l? No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above.
the MHW or NWL t- k
i f G 1 s= -'
i ' 1-1?1
W f f;l
iv,
4 r
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge 170 C+
h. Width of proposed bridge l Z . o rr +
i. Height of proposed bridge above wetlands
3.o To44.c X-k
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
N o.+J f
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? X Yes No
If yes, explain tfjo A?T?+G iHS+es#
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes ) No
If yes, please provide record of their action.
Revised 0319S

Form DCM-MP 5 !? j a
,
3 f
!I
3 f
J
;t}
#
(4) Will the disposal area be available for future
? Y
X N
i b. Will the orb sed-project teguire the relocation of
-
fFl
f
a ft
'iJ Oelil
i M g de
es
ma
ntenance
o -
an
c
l
j
u
s No
(5) Does the disposal area include any coastal If yes, explain in detail
wetlands (marsh), SAVs, or other wetlands?
Yes _;V No
If yes, give dimensi
if different from (2)
Z
above. [ c. Will the proposed project require the construction of
(6) Does the disposal area include any area below any temporary detour structures?
the MHW or NWL? Yes .-.Z- No Yes No
If yes, give dimension if different from No. 2 If yes, explain in detail
above. 4&
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material d. Will the proposed project require any work
described in Item d. above) to be placed below channels? Yes _9 No
MHW or NWL? Yes No If yes, complete Form DCM-MR2
If yes,
(1) Length of area to be filled e. How will excavated or fill material be kept on site
(2) Width of area to be filled - ;z and erosion controlled? PIA,-eO ,o-)
(3) Purpose of fill 5rA61 F Kl,D ?tJEr-?/cam ' l
t'
?
?
?t?
? %
?D
?
'
J
?.9l
i
?/Ji l..
,I
? lIC..Cr?
..bV? .

f Will the placement of the proposed bridge or culvert f. What type of construction equipment will be used
result in any fill (other than excavated material (for example, dragline, b ckhoe or -hydraulic
d ribed in Item d. above). to be placed within:
. dredge)?
17t
"
Coastal Wetlands _ SAVs .9 Other Wetlands P
-1?.4b-cf 66? ; -
If yes,
(1) Length of area to be filled 441.3.0 ¢
(2) Width of area to -be filled 7_ ? n -Ft g. Will wetlands be crossed in transporting equipment
(3) Purpose of fill i g to project site? -/- Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. ??aG Za,41_
g. Will the placement of the proposed bridge or culvert 7-5
result in any fill (other than excavated material
described in Item d. above) to be placed on .
highground? _k_ Yes No h. Will the placement of the proposed bridge or culvert
If yes,
06
31_F? require any shorelin stabilization?
(1) Length of area to be filled
- Yes No
(2) Width of area filled c'Sc7-?f If yes, explain in detail
(3) Purpose of fill V5 j&?2ko
4. GENERAL
a. Will the proposed r jest involve any mitigation?
Yes LX- No
If yes, explain in detail
Revised 03195
•?r?i?'r?-:
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APR 17 2003
DIVISION OF
COASTAL MANAGEMENT
r
9' w
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Name: HOLLY RIDGE Location: 034° 22'38.5" N 077° 36'55.9" W
Date: 3/18/2003 Caption: EVANS PROPERTY
Scale: 1 inch equals 2000 feet 1133 ANDERSON BLVD.
TOPSAIL BEACH, NC
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CAMA
10/9/01
I 0.7' Z
IEIP S38'30'00"E 133.21'
127.66'
85.31'
7,P
ROPOS D GRAVEL DRIVE .27-98-

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• \ ?UPLANDS? I O O

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VWETLANDS? I nl0
U0
!J I I
- -133.96'- - - - - - L 24.50 45.76'_ J 29.02' SMN
EIP N38'26'08'W
COASTAL WETLANDS 404 WETLANDS
DELINEATION I DELINEATION
I I
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FLOOD ZONE "AE"
I
c
(ELEVATION 14'+1' ` ,
) -4

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r
10/9/01
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LAMA J.H.G.
8' 10/9/01 I
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i

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LOT 17 OU
S 38'30 00 E 690.54
7'- - - - - 5 SETBACK 4
- - 66.42' o
_ / .. • .. ,.?: ? 127.66'
All PROPOSED 12' WIDE 8RIDCE ' 25 LENGTH
J/ v
LOT 18
UPLANDS WETLANDS I
1.0
- - - - - - - - - - - - - - - _ -/ - - - - - - - - - - - - `
r L18 / ---------------- {--
LOT 19 v ' J
J L39 4-40 J ?WETLANDSA =?1r I
VWETLAN
------ /MARSH\\
187.52'--- -- ?--- --
s' sEACK - 92.30'- 36.55'- - - - - - -133.96'- - - -
ASTAL WETLANDS N38'30'00"W 684.25'
.JNEATION
LOT 20
-FLOOD ZONE "AE"
(ELEVATION 12'+1')-
COASTAL WETLAND DELINEATION VERIFIED
BY JIM GREGSON, CAMA, 04-26-01
COASTAL WETLANDS \j COASTAL WE
DELINEATION v I DELINEATION
FLOOD ZONE "AE" FLOOD Z0.
(ELEVATION 13'fl') (ELEVATI01
nir,r--1
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1 I-------------,
1 I LOT 17'S
DWELLING
?C
119.98,1 '`----
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?'1 I 11 %`,12' 38'
10 o a o a ?QI I! 1? ''`
m? m? Z s ? I
in ?C I w. 'C) PROPOSED
a PROPOSED DOCK- - - - - o_ - _DWE NG.
as ad
.= ?? v I <I tO
u7
b'
(O I I
18.40'
I? iElF COASTAL WETLANDS Z'
L i I DELINEATION to
I
<i
404 WETLANDS
DELINEATION
LOT 17
------304.27'------
12' LOT 18
PROPOSED UPLANDS
GRAVEL 36
a- - -DRIVEWAY - - L ??j
?,-----------------
cc LOT 19
J L39 L40
UPLANDS L31
- x.50 ?' ?? L16
45.62'- 22.54--. - - - - - -
404 WETLANDS \ \ COASTAL WETLANDS
DELINEATION v DELINEATION
LOT 20

EDUSIE9 SOU
EARTH SIRPu
BY RETADaw w
AND vas W
Elm ff Vm
BRIDGE PROFILE
NmD m
RIPS O
TIPS SET
rd" GRAX
EARTH SI.PPUM BY
RETADM WALL AND
VDG WALL
NO WALL
THE
EACH
TO
GENERAL NOTESI
1, SPECIFICATIONS ARE LIMITED TO THIS SITE
ONLY,
2, ALL WORK IS TO BE DONE IN ACCORDANCE
WITH THE NCSBC RESIDENTAL, 2002 EDITION,
3. LVL MINIMUM GRADEI E=2.0X10^6, Fb=3100
PSI.
4. UNLESS STATED OTHERWISE, ALL LUMBER
SPECIFIED AS SOUTHERN PINE. USED AT 19%
MAXIMUM MOISTURE CONTENT, PRESSURE
TREATED WHERE EXPOSED.
4, HANGERS / CLIPS SPECIFIED AS SIMPSON
STRONG TIE, INC. INSTALLED AS PER
MANUFACTURER'S RECOMMENDATIONS OR EQUAL,
6, ANY CHANGES TO THE STRUCTURAL
SPECIFICATIONS PROVIDED HEREIN ARE TO BE
MADE ONLY WITH WRITTEN APPROVAL OF THE
ENGINEER.
REDUCED SCALE COPY
EVANS PROPERTY
BRIDGE CROSS SECTION AND PROFILE ses'. `
02'l.'s
1134 NORTH ANDERSON BLVD. TOPSAIL ENGINEERING FHOµktp,
TOPSAIL BEACH, NC 122 WINDJAMMER DRIVE
SURF CITY, NC 26445
11.1 4/21/03 1 OF 2
I r .- I I a u o u o?-=;? . I u-0 I u?o ate- L-?r o I u-0 I u o? I u a-?r o?-?

BRIDGE SECTION VIEW
?12'-0'?
>mWe ? PY sIDt VIEW BENT
35A'g2' Ra R srA= 1 r'- -0'
SP PT Tao) nc
'S13-MTmR
3/4' DTA n r GAIN, "XIM4' ns
STM Batt. Mlft I V PT (W)
AIM MT WASH= 31,

3'
? t
9
3'-9 M06 X Ir cwv,
2 1
3j' STM Ba
:

DA) T
. Nm
AM
T vASFEDt
STM 1aTTSS, vN= M ,
0
0 1-0, Tync&
0'
AM FLAT WASH=
TYPTAi
20'-0
N
ALL lrmWOFA TO x
TREATED TO BA -
Ex
ET
V
I
C
4 Pnim
IOCI
ARE TO X TREATED
TO U.
GENERAL NOTES,
1. SPECIFICATIONS ARE LIMITED TO THIS SITE
ONLY.
2. ALL WORK IS TO BE DONE IN ACCORDANCE
WITH THE NCSBC RESIDENTAL, 2002 EDITION.
3. LVL MINIMUM GRADE] E=2.0X10^6, Fb=3100
PSI.
4. UNLESS STATED OTHERWISE, ALL LUMBER
SPECIFIED AS SOUTHERN PINE. USED AT 19X
MAXIMUM MOISTURE CONTENT. PRESSURE
TREATED WHERE EXPOSED.
4. HANGERS / CLIPS SPECIFIED AS SIMPSON
STRONG TIE, INC. INSTALLED AS PER
MANUFACTURER'S RECOMMENDATIONS OR EQUAL.
6. ANY CHANGES TO THE STRUCTURAL
SPECIFICATIONS PROVIDED HEREIN ARE TO BE
MADE ONLY WITH WRITTEN APPROVAL OF THE
ENGINEER.
REDUCED SCALE COPY
RETAINING WALL OVERHEAD VIEW

WE LAM
I BRIDGE WrrLAN=
DECII
MM WAu

Tnl
SECT=
ROADVAY
UWACE PIIL
T
$U PC
CAABE
mS E

EVANS PROPERTY 0 .,99AR°?, .
6??Blpy
?P
ti h9 :.
BRIDGE CROSS SECTION AND PROFILE sr::
y 0273.3
1134 NORTH AND BLVD. TOPSAIL ENGINEERING
122 WINDJAMMER DRIVE
TOPSAIL BEACH, NC SURF CITY, NC 28445 H01 ''
SCALD DRAWN JJY'
1/4'=1'-0' DATEi
4/21/03 2 OF 2

L-404 WETLANDS LINE
PIER PRffILE
2-2'x12'%5' MEL 2 SYP
PT (Q4) TYPICAL'
'APPROXIMATE'
NOTE$ 10 INCH DDA. PT PILES (TIPS OF AT
LEAST 8 INCH DLU WITH LOWER TIPS SET
AT LEAST 20'-0' BELOW GRADE, THE
FINAL DEPTH OF THE 20'-0' REQUIRED IS
TO BE MECHANICALLY, SUCH THAT A 300
LB TO 000 LB WEIGHT HAMMER BLOW
DELIVERED FROM 2' TO 3' RESPECTIVELY,
DRIVES THE PILE DOWNWARD NO MORE
THAN 3/4'. TYPICAL OF ALL PILES UNLESS
SPECIFICALLY NOTED OTHERWISE
f
ENERAL NOTED
ALL WORK IS CBE D ?ACCODDANC CEEWIITTHTHE NCSBC RESIDENTAL, 2002 EDMOK
LVL MINIMUM GRABEN E-2=0^6, Fb-2950 PSL
M
LESS STATED OTHERWISE, ALL LUMBER SPECIFIED AS SOUTHERN POE. USED AT 19X
03k" MOISTURE CONTENT. PRESSLJRE TREATED WHERE EXPOSM
SPECIFIED AS SIPSON STRONG TM DC INSTALLED AS PER MANUFACTLRERS
HAMM MDMMENDATIONS 13R EQUAL
ANY CHANGES TO THE STRUCTURAL SPECIFICATIONS PROVIDED HEREIN ARE TO BE MADE
'LY WITH WRITTEN APPROVAL OF THE OKM* N.
F
0
1
A
6
G
EVANS PROPERTY
bk..."?
;2as .
PIER PLAN AND PROFILE
'':o`'• ¢
1134 NORTH ANDERSON BLVD TOPSAIL ENGINEERING TOPSAIL REACH, NC 122 WINDJAMMER DRIVE •': PK%
,o q,'jp.
SURF CITY, NC 28443
vm. ?5/21/03 „ 1 ...
IOF 1
uvu ur -
WING WALL
3"x8"
SHEETING
RETAINING WALL
12"x30'
PILING
BRIDGE PROFILE
(NOT TO SCALE)
17d
3

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END OF
WING WALL
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