19940246 Ver 1_COMPLETE FILE_19940203

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Holden Beach Enterprises/Marker Fifty-five Subdivision
2. LOCATION OF PROJECT SITE: Intersection of High Point Street and Brunswick Ave., adjacent
to the AIWW, Holden Beach, in Brunswick County.
Photo Index - 198: 184-32 H,I-21,22,23 1984: 7-48 I,7-3,4,5
State Plane Coordinates - X: 60200 Y: 2216600
3. INVESTIGATION TYPE: CAMA
R2 w?.
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit 02/22/94
Was Applicant Present - no ?-
5. PROCESSING PROCEDURE: Application Received - 03/09/94
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Holden Beach
Land Classification From LUP - Limited Transition-Low Density Residential
(B) AEC(s) Involved: ES, OH
(C) Water Dependent: No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Individual septic tank systems
(F) Type of Structures: Existing - None
Planned - 16 single-family residences, paved street, common
recreational facilities to include, clubhouse, pool,
putting green, tennis courts, parking and walkways.
(G) Estimated Annual Rate of Erosion: 2 ft./yr.
Source - LTAER-pg.I of 14
7. HABITAT DESCRIPTION: [AREA]
DREDGED FI LLED OT HER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Other
Highground disturbance 300000 sq.ft.
(D) Total Area Disturbed: 300,000 sq. ft.(6.88 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUNEMMY: The applicant proposes a 16 lot, single-family residential subdivision, to
include a paved street, swimming pool and gazebo, putting green, and tennis courts.

Holden Beach Enterprises/Marker Fifty-five
Page 2
9. PROJECT DESCRIPTION 3/14/94
The project area is a 12.77 acre tract, located east of High Point St., along Brunswick Avenue in the Town
of Holden Beach, in Brunswick County. The property is 1010 feet wide along Brunswick Ave., 330 feet deep
on the western property line increasing to 740 feet long on the east side. The project site is a remnant spoils
disposal area, last used by the U.S. Army Corps of Engineers in 1976, and released from the AIWW right-of-
way on October 19,1981, in deed book 484, page 351, of the Brunswick County registry. The highground
property is vegetated with various upland grasses and shrubs including, wax myrtle, sea oats, golden rod,
marsh-elder, smilax, and red cedar. The central area of the tract (approx. 100-150 feet wide by 1000 feet long,
east to west orientation) has recently been cleared and modified by the addition of imported fill material. The
applicant filed a sedimentation plan with the N.C. Division of Land Quality, but was outside of CAMA Areas
of Environmental Concern. The area has been planted in grass. The existing spoil area containment dike creates
the highground boundary on the northern side of the project area. The remnant dike is well vegetated, and is
to be left undisturbed at this time. Waterward of the dike, there is a wide border of coastal wetlands, varying
between 200-300 feet in width. This border consists, primarily of regularly flooded, smooth cordgrass (S artina
alterniflora) marsh. Along the shoreline and on several hummocks within the smooth cordgrass marsh, there
is a transition to irregularly flooded, high coastal marsh, including the following wetland plant species; Juncos
roenlarianuS, Li lOnit.111 Spp., Salicornia spp., Distichlas spicata, Spartina patens, and Borrichia frutescens.
In the project area, the AIWW is approximately 500 feet wide and is classified SA by the N.C. Division of
Environmental Management. The waters are OPEN to the harvest of shellfish, but are not designated as
primary nursery area, by the N. C. Division of Marine Fisheries.
The applicant is proposing a sixteen (16) lot subdivision and associated recreational facilities. Approximately,
6.88 acres would be cleared and graded in preparation for construction of the subdivision infrastructure. A
road, approximately 700 feet long and 20 feet wide, would be constructed off Brunswick Ave., in a west to
east arc, terminating in a cul-de-sac. The subdivision lots would extend north from this street. Lot sizes would
vary, but the smallest lot would consist of + 14000 square feet in area. Subsequent construction of individual
residences would be served by individual septic tank systems and, municiple water. An extension of the Town
water line would be completed, from Brunswick Ave., within the 50 feet right-of-way of the new street.
Recreation facilities proposed for the common area between the new road and Brunswick Ave. include the
following: fenced area for two tennis courts (100 ft. X 120 ft.), a swimming pool (60 ft. X 40 ft.) and
unenclosed cabana (50 ft. X 40 ft.), and a golfing area with putting green, chipping area and sand trap. A
parking lot (75 ft. X 60 ft.) would serve the recreational amenities. Approximately, 1000 feet of concrete
sidewalks, 5 feet wide, would interconnect the various recreational areas.
10. ANTICIPATED IMPACTS
The proposed development would disturb approximately 6.88 acres of highground area, during the clearing and
grading of the site. Construction of the road, parking area, swimming pool/cabana complex, sidewalks, and
tennis courts would create 27,300 square feet of impervious surface. Additional land disturbance and
impervious surface would be created by subsequent construction of residences on individual lots. There will
also be the incorporation of estaurine and public trust waters, potentially 8,000 square feet, by the subsequent
construction of private piers from individual lots.
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Holden Beach Enterprises
Address 109 Jordon Blvd.
City Holden Beach StateNorth Carolina
Zip 28462 Day phone [phone]
X Landowner or Authorized agent
b. Project name (if any) Marker Fifty-Five
c. If the applicant is not the landowner, also give the
owner's name and address.
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
Intersection of High Point Street &
Brunswick Avenue.
b. City, town, community, or landmark
-Holden Reach, North Carnl.i.n.a
c. County Brunswick
d. Is proposed work within city limits or planning
jurisdiction? yes
e. Name of body of water nearest project
Atlantic Intracoastal Waterwav
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New work.
c. Will the project be for community, private, or
commercial use?
A subdivision for sale to the pub1y i-
d. Describe the planned use of the project.
Residential with associated ranreatinnal
facilities-
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 12.77 acres
b. Size of individual lot(s) 14,000 sqft. smallest lot.
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
to 10 feet N.G.11.D. average
d. Soil type(s) and texture(s) of tract
Sand _ sand .ci 1 i-
e. Vegetation on tract Grass, Pampas grass, Dog
finnel, Myrtle bushes.
f. Man-made features now on tract Permitted dike,
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
3 DESCRIPTION AND PLANNED USE Pi
OF PROPOSED PROJECT i. How are adjacent waters classified?
SA
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Single family homes, with paved
street and recreation facilities.
j. Has a professional archaeological survey been
carried out for the tract? LIn If sod b?whom?
6" L -4
JAN ,23 1994
3/91
DIVISION OF
COASTAL MANAGEP,1FNT
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structuresproposed 16 residential buildings,
1 open structure at the pool, peal and
tennis courts.
b. Number of lots or parcels 16 lots and 2 common
areas.
c. Density (Give the number of residential units and the
unitsperacre.) Max. of 32 units. ?)_S unit..-,
per acre (max.)
d. Size of area to be graded or disturbed
7 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
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
10%
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
Asphalt and concrete.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? yes
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
Individual septic tanks
flow or through grass swells.
m. Watersupply source Holden Beach water system.
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor9 m i A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MEW
Upland fill
areas
j. Have these facilities received state or local approval?
Site has been reviewed by the lnna1 Health
Dept. Septic tank permits were issupr9 fnr
a similar development.
k. Describe existing treatment facilities.
None
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Storm water will be either sheet
b. Amount of material to be excavated from below
water level in cubic yards None
N/A N/A ---

S `-? T,
ANR.
? ?ASTAL
1000 300
c. Type of material Nnna
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
Nonp
e. High ground excavation, in cubic yards
None - area to be graded for landscape
3/91
f. Dimensions of spoil disposal area
N/A
( g. Location of spoil disposal area
N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where? N/A
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
watefl N/A
1. Amount of fill in cubic yards m i A
m. Type of fill material N/A
n. Source of fill material N/A
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
q. How will excavated or fill material be kept on site
and erosion controlled?
Silt fence and undisturhed hPrmG_
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe Bulldozer, & Pan,
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap None
b. Average distance waterward of mean high water or
normal water level None
3/91
c. Shoreline erosion during preceding 12 months, in
feet None
d. Type of bulkhead material None
e. Amount of fill, in cubic yards, to be placed below
mean high water None
f. Type of fill material
None
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. 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 cant' out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1R x 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 18 high
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 sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity. ,i ?%-
r
JAN 19014
DIVIS!ON OF
COASTAL PJlAUGE-NIENT
(320 Sand Dune Lane)
Name ' James K. Farrall
Address 205 Rowan Street
Raleigh, NC 27609
(320 West Brunswick Avenue)
Name Faye Whitley
Address 8686 Mauney Road
Stanfield, NC 28163
Name Town of Holden Beach
Address 110 Rothschild Street.
Holden Beach, NC 28462
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Erosion Control permit 8-12-91
Stormwater certification 8-14-91
A check for $250 made payable to the Department of
Environment , Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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 relaied
to this permit application and follow-up monitoring of
project.
c?
This is the z8 day of
X .-/ •
Lano er or Authorized agent
J AN, 694
DIViS Or
COASTAL MANAGEMENT]
4 3/91
R/W n,vlsl,oc4 ?f
30' SST AE M ?N ??EME?Z
10' B' 5' 4' 5' C(j
Eat OF DITCH
I'
CROSS SECTION
OF
SEDIMENTATION DAM
W01 TO SCALE
CLASS A OR 8
RIPRAP
DEPTH
801. OF OF
I H "I DITCH/ FLOW
% 1
0, 10 12,
g 57WASHKD S10NE
PROFILE OF
SEDIMENTATION DAM
W01 TO SCALE
R/W
10 8 5 1, 5 ,.
G
0 TOP F DAM
"dt
1
J
3.5'
PLAN OF
SEDIMENTATION DAM
NOl TO SCALE

DRIVE STEEL POSTS 18" INTO GROUND AND
EXCAVATE A 6" X 6" TRENCH UPHILL ALONG
THE LINE OF POSTS. WOOD POSTS 4" IN
DIAMETER MAY BE USED.
ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND THE BOTTOM OF THE
FABRIC 6" INTO THE TRENCH.
STEEL POSTS
HEIGHT: WIRE FENCE "HOC WARE" (IF REQUIRED)
MAX. FILTER FABRIC
3'
MIN. BOTTOM OF WIRE FENCE AND
2' FILTER FABRIC BURIED
0" IN EXCAVATED TRENCH.
STEEL POST DRIVEN 18"
INTO GROUND.
IT
nn?? DIVIS?IIIANAGEMENT_
ATTACH WIRE FE1QD>T0.? AND EXTEND
THE BOTTOM OF THE FENCE 6" INTO THE
EXCAVATED TRENCH.
BACKFILL THE TRENCH AND COMPACT THE
SOIL FIRMLY TO ANCHOR THE BOTTOM OF
THE SILT FENCE SO THAT RUNOFF IS
FORCED TO GO THROUGH THE FENCE AND
CANNOT GO UNDER IT.
SILT FENCE
DETAIL
NOT TO SCALE
NOTE:
BOTTOM OF FILTER FABRIC MUST BY PLACED IN
TRENCH AND SECURED BY EITHER BACKFILLING
WITH SOIL MATERIAL AND TAMPING OR BY
PLACING WASHED STONE TO A HEIGHT OF 8"
ABOVE GROUND LEVEL.
4fd ° W
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
Wilmington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
March 16, 1994
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Holden Beach Enterprises/Marker Fifty-five Subdivision
Roger N. Schecter
Director
Intersection of High Point St. and Brunswick Ave., adjacent to the AIWW, Holden
Beach, Brunswick Co.
Applicant proposes a 16 lot, single-family residential subdivision, to include a paved
street, swimming pool and gazebo, putting green, and tennis courts.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
April 6, 1994. If you have any questions regarding the proposed project, please contact Ed Brooks at
extension 247. When appropriate, in-depth comments with supporting data is requested.
REPLY: ! This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED ,, 1`TE '%
127 Cardinal Drive Extension, Wilmington, N.C. 2,3405-3845 • Telephone [phone] • Fax [phone]
An Equal Oppoa._s^.ty Affirmative Action Employer
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
REVIEWER:
WQ SUPERVISOR: ADKINS
DATE: March 22, 1994
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 94 PERMIT NO.: 94246 COUNTY: Brunswick
PROJECT NAME: Holden Beach Enterprises/Marker Fifty Five Subd 19 M N ?] r
PROJECT TYPE: Subdivision PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A MAR 2 A 1994
RCD FROM CDA: DCM DATE FROM CDA: March 16, 199
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030759
*STREAM OR ADJACENT WATER BODY: AIWW
CLASS: SA STREAM INDEX #: 15-25 °-- `'
*OPEN OR CLOSED: Open
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
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: February 25, 1994
PROJECT DESCRIPTION: The applicant proposes to construct a 16 lot subdivision.
WATER QUALITY CERT. (401)
CERT. REQ'D: No
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Individual Septic Tank Systems
TO BE PERMITTED BY: County
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
94246.Mar
Page Two
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.)
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project 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-Ed Brooks
John Parker

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Holden Beach Enterprises/Marker Fifty-five Subdivision
2. LOCATION OF PROJECT SITE: Intersection of High Point Street and Brunswick Ave., adjacent
to the AIWW, Holden Beach, in Brunswick County.
Photo Index - JM: 184-32 H,I-21,22,23 12$4: 7-48 I,J-3,4,5
State Plane Coordinates - X: 60200 Y: 2216600
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 02/22/94
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received - 03/09/94
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Holden Beach
Land Classification From LUP - Limited Transition-Low Density Residential
(B) AEC(s) Involved: ES, OH
(C) Water Dependent: No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned - Individual septic tank systems
(F) Type of Structures: Existing - None
Planned - 16 single-family residences, paved street, common
recreational facilities to include, clubhouse, pool,
putting green, tennis courts, parking and walkways.
(G) Estimated Annual Rate of Erosion: 2 ft./yr.
Source - LTAER-pg.1 of 14
7. HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
I (C) Other. I I I 300000 sq.ft.
Highground disturbance
(D) Total Area Disturbed: 300,000 sq. ft.(6.88 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUNEI?ARY: The applicant proposes a 16 lot, single-family residential subdivision, to
include a paved street, swimming pool and gazebo, putting green, and tennis courts.

Holden Beach Enterprises/Marker Fifty-five
Page 2
9. PROJECT DESCRIPTION 3/14/94
The project area is a 12.77 acre tract, located east of High Point St., along Brunswick Avenue in the Town
of Holden Beach, in Brunswick County. The property is 1010 feet wide along Brunswick Ave., 330 feet deep
on the western property line increasing to 740 feet long on the east side. The project site is a remnant spoils
disposal area, last used by the U.S. Army Corps of Engineers in 1976, and released from the AIWW right-of-
way on October 19,1981, in deed book 484, page 351, of the Brunswick County registry. The highground
property is vegetated with various upland grasses and shrubs including, wax myrtle, sea oats, golden rod,
marsh-elder, smilax, and red cedar. The central area of the tract (approx. 100-150 feet wide by 1000 feet long,
east to west orientation) has recently been cleared and modified by the addition of imported fill material. The
applicant filed a sedimentation plan with the N.C. Division of Land Quality, but was outside of CAMA Areas
of Environmental Concern. The area has been planted in grass. The existing spoil area containment dike creates
the highground boundary on the northern side of the project area. The remnant dike is well vegetated, and is
to be left undisturbed at this time. Waterward of the dike; there is a wide border of coastal wetlands, varying
between 200-300 feet in width. This border consists, primarily of regularly flooded, smooth cordgrass (S artina
alterniflora) marsh. Along the shoreline and on several hummocks within the smooth cordgrass marsh, there
is a transition to irregularly flooded, high coastal marsh, including the following wetland plant species; uncus
roemarianus, im niun spp., li orni spp., Distichlas s icata, artina patens, and Borrichia frutescens.
In the project area, the AIWW is approximately 500 feet wide and is classified SA by the N.C. Division of
Environmental Management. The waters are OPEN to the harvest of shellfish, but are not designated as
primary nursery area, by the N. C. Division of Marine Fisheries.
The applicant is proposing a sixteen (16) lot subdivision and associated recreational facilities. Approximately,
6.88 acres would be cleared and graded in preparation for construction of the subdivision infrastructure. A
road, approximately 700 feet long and 20 feet wide, would be constructed off Brunswick Ave., in a west to
east arc, terminating in a cul-de-sac. The subdivision lots would extend north from this street. Lot sizes would
vary, but the smallest lot would consist of + 14000 square feet in area. Subsequent construction of individual
residences would be served by individual septic tank systems and, municiple water. An extension of the Town
water line would be completed, from Brunswick Ave., within the 50 feet right-of-way of the new street.
Recreation facilities proposed for the common area between the new road and Brunswick Ave. include the
following: fenced area for two tennis courts (100 ft. X 120 ft.), a swimming pool (60 ft. X 40 ft.) and
unenclosed cabana (50 ft. X 40 ft.), and a golfing area with putting green, chipping area and sand trap. A
parking lot (75 ft. X 60 ft.) would serve the recreational amenities. Approximately, 1000 feet of concrete
sidewalks, 5 feet wide, would interconnect the various recreational areas.
10. ANTICIPATED IMPACTS
The proposed development would disturb approximately 6.88 acres of highground area, during the clearing and
grading of the site. Construction of the road, parking area, swimming pool/cabana complex, sidewalks, and
tennis courts would create 27,300 square feet of impervious surface. Additional land disturbance and
impervious surface would be created by subsequent construction of residences on individual lots. There will
also be the incorporation of estaurine and public trust waters, potentially 8,000 square feet, by the subsequent
construction of private piers from individual lots.
Tease type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
L Name Holden Beach Enterprises
Address 109 Jordon Blvd.
City Holden Beach StateNorth Carolina
Zip 28462 Day phone [phone]
X Landowner or Authorized agent
b. Project name (if any) Marker Fifty-Five
c. If the applicant is not the landowner, also give the
owner's name and address.
2 LOCATION OF PROPOSED
PROJECT
L Street address or secondary road number
Intersection of High Point Street &
Brunswick Avenue.
b. City, town, community, or landmark
nl den Reach, Nnr»th rarni i xia
C. County Brunswick
d. Is proposed work within city limits or planning
jurisdiction? yes
e. Name of body of water nearest project
Atlantic Intracoastal Waterway
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Single family hnmes with navPd
.street and recreation faniliti _S`
3191
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New work.
c. Will the project be for community, private, or
commercial use?
A subdivision for sale to the puhlin_
d. Describe the planned use of the project.
Residential with assnniatad ranraafiazal
faniIitips
4 LAND AND WATER
CHARACTERISTICS
A. Size of entire tract 12.77 acres
b. Size of individual lot(s) 14,000 sgft. smallest lot.
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum '
to 10 feet N_G_V.D_ avPraga
d. Soil type(s) and texture(s) of tract
Sand - nand ails •
e. Vegetationontract Grass, Pampas grass, Dog
finnel, Myrtle bushes.
f. Man-made features now on tract Permi ...d dike _
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
i. How are adjacent waters classified?
SA
J. Has a professional archaeological survey been
carried out for the tract? tin If soPXwhom?
of
JAN 28 1994
DIVISION OF
COASTAL MANAGEMENT
` 5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
L Type and number of buildings, facilities, or
structuresproposed 16 residential hLi 1 di nvQ -
1 open structure at the ponl,_nnnl and
tennis courts.
b. Number of lots or parcels 16 lots and 2 common
areas.
c. Density (Give the number of residential units and the
unitsperacre.) Max. of 32 unit.. q- 2-r) units
per acre (max.)
d. Site of area to be graded or disturbed
7 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
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
10%
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
Asphalt and concrete.
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? ves
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
Individual septic tanks
flow or through grass sw.lls_
m. Water supply Source Holden Beach water system.
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor's N/A
6 EXCAVATION AND FILL
INFORMATION
L Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
001-W) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Have these facilities received state or local approval? Upland fill
Site has been reviewed by the l ona l HAn l th ardeas
Dept Septic tank hermits wore i QQ110H fn"
a similar development. b. Amount of material to be excavated from below
1L Describe existing treatment facilities. water level in cubic yards None
None
c. Type of material Nnn P
L Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). Storm water will be either sheet
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
NnnP
e. High ground excavation, in cubic yards
None - area to be graded fnr tan QrapA-_
2 3191
Length Width Depth

L Dimensions of spoil disposal area c. Shoreline erosion during preceding 12 months, in
N/A feet None
-g. Location of spoil disposal area
N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where? N/A
J. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? N/A
1. Amount of fill in cubic yards _j1/ n
m. Type of fill material N/A
n. Source of fill material N/A
o. Will fill material be placed on marsh or other
wetlands? No
p. Dimensions of the wetland to be filled
Non
q. How will excavated or fill material be kept on site
and erosion controlled?
Silt fence and undisturhpd harm-,_
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe. Bulldozer, & 1_an_
s. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
L Length of bulkhead or riprap None
b. Average distance waterward of mean hil;h water or
normal water level None
3191
d. Type of bulkhead material
None
e. Amount of fill, in cubic yards, to be placed below
mean high water None
f. Type of fill material None
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing 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 property. 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 work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1R x 1 l 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 18 high
quality copies are provided by applicant. (Contact the
U.S. Amy 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 sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity. ra ,? c . l
JAN 28 1994
DIVISION OF
COASTAL MANAGEMENT
(320 Sand Dune Lane)
i
-Name . James K. Farrall
Address 205 Rowan Street
Name
Address
Name
Address
Raleigh, NC 27609
(320 West Brunswick Avenue)
Faye Whitley
8686 Mauney Road
Stanfield, NC 28163
Town of Holden Beach
110 Rothschild S .r t
Holden Beach. NC 28462
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Erosion Control permit 8-12-91
Stormwater certification 8-14-91
A check for $250 made payable to the Department of
Environment , Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas. _
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
4
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 lmowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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 relaied
to this permit application and follow-up monitoring of
project.
?f
This is the z8 day of
X 0/ -
Lan o er or Authorized agent
JAN'
DIVISION OF
COASTAL MANAGEMENT
3/91
., 1994
.IAN wJ
R/F, p?V1S? AN EMEPI?
30' 1ST A? M
10 r 4• s
90T. OF 017CH
CR OSS SECTI ON
OF
SEDIMENTATION DAM
WOl TO SCALE
CUSS A OR 8
RIPRAP
DEPTH
901. OF OP
filTrH DITCH fIOW
b" 10 12"
57WASKD S10NE
PROFILE OF
SEDIMENTATION DAM
WOl TO SCALE
R/W
4 1IT •' S• 1' S•
'o W-44221L
g J TOP F DAM
PLAN OF
SEDIMENTATION DAM
W07 TO SCALE

DRIVE STEEL POSTS 1 r INTO GROUND AND
EXCAVATE A 6' X 6' TRENCH UPHILL ALONG
THE LINE OF POSTS. WOOD POSTS 4' IN
DIAMETER MAY BE USED.
ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND THE BOTTOM OF THE
FABRIC 6' INTO THE TRENCH.
`- STEEL POSTS
HEIGHT: WIRE FENCE ' HOG WIRE' (IF REWIRED)
MAX. FILTER FABRIC
MIN. BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED
6' IN EXCAVATED TRENCH,
STEEL POST DRIVEN Ar
RJTO GROUND.
SILT FENCE
AIL
7ETo
N0 19"
?:
JAN : 1994
????TTpIVIS10NAGEMENT
ATTACH WARE FEeCh$PbSTS AND EXTEND
THE BOTTOM OF THE FENCE 6' INTO THE
EXCAVATED TRENCH.
BACKFILL THE TRENCH AND COMPACT THE
SOIL FIRMLY TO ANCHOR THE BOTTOM OF
THE SILT FENCE SO THAT RUNOFF IS
FORCED TO 00 THROUGH THE FENCE AND
CANNOT GO UNDER IT.
,
NOTE.
BOTTOM OF FILTER FABRIC MUST BY PLACED IN
TRENCH AND SECURED BY OTHER BACKFILLING
WITH SOIL MATERIAL AND TAMPING OR BY
PLACING WASHED STONE TO A HEIGHT OF
ABOVE GROUND LEVEL

A

y9i4
?aN ;

MANAGE?
cpASTA?
MIN.

OR WIDTH OF
EXISTING
ROADWAY PROPOSED STREET,
NEVER IS
GREATER.
PLAN OF
TEMPORARY CONSTRUCTION
ENTRANCE
NOT TO SCALE
50, MIN.
35' MIN. 15' MIN.

4' 101N. I" MIN.

CROSS SECTION
OF
TEMPORARY CONSTRUCTION
ENTRANCE
NOT 70 SCALE
ao'
sa'wN. 1a' MIN.

/S7 MASHED STONE Oit OTHER APPROVED
MATERIAL Z5'
w111C
GRE
Ni
r Table of Contents
1. Financial Responsibility/Ownership Form
2. Narrative
3. Construction Sequence
4. Erosion and Sedimentation Control Practices
5. vegetative Ground Cover Guide Lines
6. Official Agent Certificate
7. Form for protect using Density Limits for Stormwater
Control
8. Maximum Built-upon area computations
9. Deed Restrictions and Protective Covenants
10. Runoff Computations
11. Construction Details for Control measures
12. CAMA permit application
13. Notification letters
14. Deed to Holden Beach Enterprises, Inc.
15. Site Map
rIj
JAN 1594
DIV:SI')?J OF
COASTAL ?';%.W-GF1VFNT

FINANCIAL REgPONgIBILITy/OWNERgHIP opRM 'IAN "3) 1994
• SEDIMENTATION POLLUTION CONTROL A9T
No person may initiate any land-disturbing ac }? DIVISION OF
more contiguous acres as covered by the Act beforet?g???jo'?'tgiRaPptNT
an acceptable erosion and sedimentation control plan.,have been
completed and approved by the Land Quality Section, N.'C.
Department of Natural Resource's and Community Development.
(Please type or print and, if question is not applicable, place
N/A in the blank.)
PART A.
1. Project Name - Holden Beach Enterprises Tract 6 (Marker
Fifty Five).
2. Location of land-disturbing activity? County _ Brunswick
City or Township -Holden Beach , and Highway/Street
Brunswick Ave. .
3. Approximate date land-disturbing activity will be commenced?
-March 10, 1994 ________
4. Purpose of development (residential, commercial, industrial,
etc.)? ---Single Family Residential
5. Total acreage disturbed or uncovered (including off-sit
borrow and waste area): _9.4 ac.
6. Amount if fee enclosed $ Modification of original permit no
additional acres to be disturbed. -----
7. Has an erosion and sedimentation control plan been filed?
Yes -----yes---- No ----
8. Person to contact should sediment control issues arise during
land-disturbing activity.
Name __Harry Lockwood---------- Telephone _ [phone]
9. Landowner(s) of Record (Use blank page to list additional
owners.):
Holden Beach Enterprises
-- ------- ---------------
Name(s)
109 Jordan Blvd ----------------------
Current Mailing Address Current Street Address
Holden Beach, __ NC ___ 28462
City State zip City State zip
10. Recorded in Deed Book No. 616_______ Page No. X574______
PART B. .F6,?' ?:'. 1994
1. Person(s) or firm(s) who are financially respon ? o?Fthis
laal-listyrbing activity (Use the blank pag?oAJIA EN
a t ona persons or Hrms); T
Holden Beach Enterprise ----------------------------
Name of Person(s) or Firm(s)
109 Jordan Blvd.
Mailing Address
---------------------------
r3treet Address
Holden Beach ----NC__--28462- -----------------------------
City State Zip City State Zip
Telephone __(910) 842-4844 __ Telephone
-------------------
2. (a) If the Financially Responsible Party is not a resident
of North Carolina give name and street address of North Carolina
Agent.
N/A-----------------------------------------
Name
------------------------------- ---------------------------
Mailing Address Street Address
------------------------------- ---------------------------
City Srtate - ? Zip City. State Zip
Telephone
T---------------------------
elephone
(b) If the Financially Responsible Party is a Partnership
or other person engaging in business under an assumed name,
attach a copy of the certificate of assumed name. If the
Financially Responsible party is a Corporation give name and
street address of the registered Agent.
---------------------------- -----------------------
Name
- -----------------------
Mailing Address
Street Address
-i ------- ------------------- -------------- ---------
Cty State zip city state zip
Telephone Telephone

The above information is true and correct to the best of my
knowledge and belief and was provided by me under oath. (This
form must be signed by the financially responsible person if an
individual or his attorney-in-fact or if not an individual by an
officer, director, partner, or registered agent with authority to
execute instruments for the financially responsible person.) I
agree to provide corrected information should there by any change
in the information provided herein.
Type or print name
---e^§e"_`-?-L lyb" -c=----
Title or Authority
? C. 1v "sob Notary Publ i Qd'-?----------
f ?F
(SEAL) s p^«+ My commission expires: - i• CI
Owner ti,%ipk ».•o?,?;,•ti
? LK C _.•
-,04-- ------------------ zFf ?`--------------
Signae Date
I. -------- s a Notary Public of the County
of _ _ _ State of North Carolina, hereby
certlfy that _?=?11 aAN_________ --appeared
personally before me this day and being duly sworn acknowledged
that the above form was executed by him.
Witness my hand and notarial seal, this j8_ day of 0?
19 ?JAN ?.^ JCVA

DIVISION 0'7
COASTAL MANE.,G?,.,ENT
r
NARRATIVE
1994
Project Descriptions mviSIION OF
The proposed project is 12.76 acres on Holden S&&&tgALtYAI L M?ENT,
county, North Carolina. It is bordered on the North by the
Atlantic Intracoastal Waterway, on the East by Sea Oats
Subdivision, on the South by Brunswick Avenue, and on the West by
High Point Street. The project is to have 16 residential lots one
paved street 1020 feet long, Each lot will be serviced by pubiit:
water and will have individual on site Septic system.
Site Description:
The parcel of land is a marsh front tract that has been used
several times as a disposal area for dredge spoil from the AIWW
dredging construction and maintains project. This land was
released by the US Army Corps of Engineers on 10-19-81 in deed
book 484 page 346 and deed book 484 page 351. Due to the nature of
a dredge spoil area there are some areas that have a residue of
silt on top of the ground. This silt in massive form has some
shrink, swell characteristics . We will strip off this silt and
stockpile it. At the end of the project the silt will be spread
over the site and plowed into the soil to provide some loom
characteristic to the sandy soil. Some off site fill material is
going to be used in the project. This material is to come a
permited mine.
Soils and Soil Drainage.
The soil types on the site are Newhan Fine Sand and Newhan-Corolla
complex. There is some areas of tidal marsh that are above the
mean high water line that are included in the area of this project
but none of these areas are to be disturbed by this project.
The Soil information is from the Soil Survey of the outer Banks,
North Carolina.
The soils in the area of development are a course sand therefore
most of the rain fall will be absorbed in to the soils. We will be
bringing similar soils from the barrow area to be used to improve
the landscape position of the proposed houses and the septic
systems .
The sit will be graded so that the road way
drainage channels that are needed the grade
water to either an undisturbed grass swell
basin. (See Plat).
will provide the
ditches will carry the
or to a sedimentation
90069-6
IAN ?3 1994
CONSTRUCTION SEQUENCE DIVISION OF
COASTAL MANAGEMENT,
1. Obtain Erosion Control Permit, Stormwater Drainage
Permit. and CAMA Permit.
2. Install silt fence along the marsh, along the east Right
of Way of High Point St.. and along the e ast property line.
3. Remove soil in the berm along the R/W of Brunswick Ave. and
stockpi le for later use.
4. Install silt fence along the R/W of Bruns wick Ave.
5. Install culvert at Brunswick Ave.
6. Install construction entrance on Brunswick Ave.
7. Strip fill areas of wood and debris .
8. Haul debris to the sanitary landfill.
9 There are silt deposits on the site from old dredge spoil.
This silt is to be striped off and stockpiled along the
south East part of the common area.
10. Cut road to subgrade and stockpile material.
11. Cut road ditiches and stockpile material.
12. Install sedimentation dams.
13. Fill lots to desired grade. Said fill material will either
be from the stockpile or from a permited mine.
14. Fine grade roads to sub-grade .
15. Install stone base.
16. Remove silt from stock pile and distribute it equaly over
the site and disk it into the soil at a depth of 6 to 8
inches
17. Seed and mulch disturbed areas of the site.
is. Call for site inspection by land quality.
19. Install utilities.
20. Build tennis courts, pool. cabana. and sidewalks.
21. Pave streets.
22. Maintain erosion control devices as needed.
23. Mow site as needed.
TAN 2& 1994
DIVISION OF
COASTAL Mr"Ji' ,GEI.'ENT
2A= Stabilize site as areas are brought up to finished grade.
25. when construction is complete and all areas are stabilized
completely, call for inspection by land quality.
26. if site is approved, remove temporary sediment control
devices, i.e., silt fences, sediment dams, sediment ponds.
27. Seed and mulch any resulting bare areas.
90069-6 (cons-sea)
• rim ?' ? r.. r" S" ?-? ?,
r
JAN 1994
DIVISION OF
COASTAL MANAGEMENT,
PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICES
1. Temporary Gravel Construction Entrance/Exit.
Temporary Gravel Construction Entrance/Exit will be
installed as shown on the site plan. (See the Temporary Gravel
construction Entrance/Exit Detail for construction information.)
2. Silt Fences.
Silt fences will be installed as shown on the site plan.
(See the silt fence detail for construction information)
3. Check Dam.
Check dams will be installed as shown on site plan. (See
detail for construction information)
4. Vegetation Guidelines
Revegetation of disturbed land areas will be done as shown
in the plans. (See enclosed construction information)
90069-6 (e_c_prac)
E?
VEGETATIVE GROUND COVER aA? r 1994
o(v(s(oca of
Temporary and Permanent MANAGE(AENT
COASTAL
A: GENERAL REPUIREMENT9i The work includes seedbed Preparation,
lining, fertilizing, seeding and mulching of all areas
indicated to be grassed. The work also includes those areas
within or outside the limits of construction that are
disturbed by the contractor's operations.
H. MATERIAL:
I. Lime shall be dolomitic agricultural ground limestone
containing not less than 10 Percent magnesium oxide or
available Magnesium equivalent.
2. Fertilizer shall be standard commercial product of
10-10-10 analysis. All fertilizer shall be delivered in
baggy bearing the manufacturer's name, the chemical
analysis of the product and the weight. If not used
immediately after delivery, fertilizer shall be stored in
a manner that will not allow it to harden or destroy its
effectiveness.
3. Seed shall be certified seed or equivalent based on North
Carolina Seed Improvement Association requirements for
certification. If the seed is not grown in the state
where it is to be used, it shall meet the certification
requirements of the Seed Improvements Association for the
state in which it is grown. All seed shall be furnished
in sealed standard containers unless exception is granted.
Seed which has become wet, moldy, or otherwise damaged
prior to seeding will not be acceptable.
C. CLEARING: Prior to or during grading (and tillage operations)
the ground surface shall be cleared of stumps, stones, roots,
cable, wire, grade stakes, and other materials that might
hinder proper grading, tillage, seeding, or subsequent
maintenance operations.
D. GRADING: Grades on the areas to be treated shall be
maintained in a true and even condition. Maintenance shall
include any necessary repairs to previously graded areas:
8. TILLAM All graded areas shall to thoroughly tilled to n
depth of at least 4 inches by plowing, disking, burrowing or
other approved methods until the condition of the soil is
acceptable.
F. LIMING: Limestone shall be uniformly applied at the rate of
2000 pounds per acre (46 pounds per 1000 sq. ft. ) to all
areas to be vegetated. Limestone may be applied to the area
prior to the preparation of the seedbed. But in all cases it
shall be applied before seeding, and thoroughly incorporated
into the entire depth of prepared seedbed.
0. FERTILIZINgi The fertilizer shall be uniformly applied at the
rate of 1000 pounds per acre (23 pounds per 1000 sq. ft.) to
all areas to be vegetated. The fertilizer shall be
incorporated into the upper three or four inches of prepared
seedbed. This can be done Just prior to the last tillage
operation or Just prior to seeding. But in no case will it be
applied more than 3 days before seeding or before the lime is
applied.
H. MULCHINGt The surface of all seeded areas shall be protected
by the application of any of the before-mentioned mulch
materials unless otherwise specified.
1. STRAW OR HAYt shall be applied evenly over the seeded
area in such a manner that thickness of the mulch is
F- approximately uniform throughout the treated area and
sunlight is not completely excluded from penetration to
the ground surface. The straw mulch shall be applied at
G a 4 :?7 the rate of 1 - 1 1/2 tons per acre and disked with a
d
h t
t
i
ht bl
t
i
t
d
th
f
i
G-? e a
an approx
nc
o
ra
g
a
ma
e
ep
o
one
o s
z ensure that the hay is firmly tacked.

? Q
co WOOD CELLULOSE FIBER MULCHt The application of the wood
_
1?: ? ,j cellulose fiber mulch shall be with the hydroseeder and
jQ shall be accomplished immediately after completion of the
co final tillage operation. The wood cellulose fiber mulch
"I shall be applied at the rate of 1000 pounds per acre in
combination with water, fertilizer and seed. These shall
be sprayed over the soil in a uniform coat.
3. ASPHALT TREATMENT: Upon completion of the seeding
operation the area shall be given an asphaltic treatment
to prevent erosion. The treatment shall consist of an
application of an fsC-1 grade liquid asphalt. The
materials shall be applied in calm weather and preferably
when the soil is slightly moist. Equipment for the
application of the asphalt shall consist of a boiler to
heat the oil to a temperature of approximately 175 degrees
Farenheit, a distributor. and hose equipped with spray
bars.
I. ANCHORING MULCH: Mulch shall be anchored in place as follows:
1. By uniformly spraying the straw with the herein-before
specified asphalt material.

2. MAINTENANCE: The contractor shall be responsible for the
proper maintenance of the areas seeded under this contract
for a period of 3 months after seeding. Maintenance shall
consist of providing protection against traffic by
approved warning signs or barricades, the mowing of all
Grass and weeds tending to smother new seedlings, and the
repair and reseeding of any surfaces which become sullied
or otherwise damaged.
J. SEEDING: Seed shall be sown as per the following schedule:
A. October i - March 151
wet soils
40 lbs./a unhulled bermudagrass
50 lbs./a tall fescue
Droughthy soils
5 lbs./a centipedegrass
25 lbs./a bahiagrass
50 lbs./a annual ryegrass
B. March 16 - September 30:
wet soils
25 lbs./a
5 lbs./a
15 lbs./a
5 lbs./a
25 lbs./a
10 lbs./a
carpetgrass
centipedearass
hulled bermudagrass
Drousthy Soils
centipedegrass;
bahiagrass
German millet
JAN 3 1994
DIVISION OF
COASTAL MANAGEMENT
s alternative options if the site is not to be
mowed. consider the substitution of 10 lbs./a of
Weeping Lovegrass for the centipedegrass.
K. MAINTENANCE1 The contractor shall be responsible for the
proper maintenance of the areas seeded under this contract
until the around surface is covered with Growth at least i
inch high, but not less than 2 months after planting. Grass
should be mowed before it reaches a height of 6".
7 7
i.ae c,JA-N ; 1994
To: State of North Carolina
Department of Natural Resources DIVISION OF
and Community Development COASTAL MANAGEMENT
Division of Environmental Management
Reference: Project Name -Tract 6 Holden Beach Enterprises
Marker Fifty Five
Municipality -Town of Holden Beach
Township -Lockwood Folly
County -Brunswick
I ,?_ do hereby appoint Thomas Wyriot
Morgan, K.L.S., my official agent for the above referenced
project. Mr. Morgan's duties as agent will be to prepare such
documents as are required for permits under N.R.C.D Division of
Environmental Management, to sign such documents in my absence,
and to meet and communicate with permit agents as needed.
I realize that I am still financially responsible party for any
land-disturbing activity and for Stormwater control
__AAr - k le-_164 -04
Type or ,print name Title or Authority
--'?`*d-- ---- ---------------- ----1= = 8 =f1 --------------
Signature Date
I? A C_?UPGduUS -________- a Notary Public of the County of
State of North Carolina, hereby certify
that _ ........... . appeared
personally befori me this day and being duly sworn acknowledge
that the above form was executed by him.
witness my hand and notarial seal, this __ day ofJ,&4U&g,
------- - Wpm •,.
Notary seal
,AP
My commissio expires Mtl'='s,
90069-6:agent ?•? •
pt! 81.%0
??, ?elk
416
DENSITY X
PROJECT DATA
ENGINEERS
?jj
Project Name Tract 6, Holden Beach Enterprises (Marker 550 JAN 1994
S? N OF
Location (County, Township/Municipality, Address, State Road)L. kwn d FW1 Y IVIow sh
Brunswick County, Holden Beach, North Carolina. [A'`AL'E1?E1aT
Owner's Name Holden Beach Enterprises
MailingAddress 109 Jordon Blvd., Holden Beach, North Carolina
Phone Number [phone] Submittal Date 01-28-93
Brief Description (include map and appropriate drawings) 12.77 acre tract north of Brunswick
Avenue, east of High Point Street
Name of Water Body Receiving Stormwater Runoff SA
Classification of Water Body If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling results mg/I
State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major X Sedimentation/Erosion Control x
404 Permit DEM/DHS Sewage Disposal
Other (Specify)
CALCULATION OF BUILT UPON AREA
Built upon area means that portion of a development that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project
includes areas draining to different water classifications, please note them separately below.
Classification
Built upon area
Total Project Area
% Built upon Area
Allowable B/U Area
Subwatershed
SA
139,065 sQ.ft.
12.77 ac.
25s
139,065 soft
Subwatershed
Is the Project BIU Area 5 the Allowable B/U Area? YES (If no, an engineered system
% Built upon area = (built upon area / total project area) * 100
Built upon area limits for projects to meet density: SA waters --- 25%, Other ---30%
g MRMWATER COLLECTION SYSTEM
is required.)
Office use only
Describe how the runoff will be treated Graaa swal pn and vpoptat.pri
buffer areas.

W__ 4,
Ut the built upon area at least 30 feet from mean high water of all surface water? Yes If no, please
provide a description
(Note: Only boat ramps, public roads, public bridges, and walkways to water r"tcdfacilities are wed
within 30 feet of the mean high water line if the project is intend Ito .U"t 'sstto'r' wwater rol
requirements through density limits.)
I J;
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
JAN 3 1994
By my signature below, I certify that the recorded deed restrictions and protective fo(Oiiis project
shall limit the allowable built-upon area per lot to see attachmentssquargg, tai 4si
structures, pavement, walkways or patios of brick, stone, or slate, not inc 11 wood necking, state that
the covenants will be binding on all parties and persons claiming under them, that they will run with the
land, and that benefits may be enforced by the State of North Carolina, therefore, the covenant cannot be
changed or deleted without consent of the State.
CERTIFICATION
1, N?2Z2:;, !. 4ck to od , certify that the information included on this
submittal form is correct, that the project will be constructed in conformance with this information, and
that to the best of my knowledge, the proposed project complies with the requirements of 15 NCAC
2H.1003 (b). I authorize the below named person or firm to submit stormwater plans on my behalf, and
agree to abide by the deed restriction statement above.
Owner's Signature Date
ProvidF,authorized person or firm name and address below:
ck w e o G ej-e4+4 #6+1 *le,
Q_
1, e7--n As\-l tJ JS aNotary Pub] icfor the State of
County of ?kJM41t!QS , do hereby certify that
appeared before me this day of ')kWW_Q , 1 WAfowle
of the foregoing instrument. Witness my hand and o>fi ial seal, G31 1 OW14A
ip
My commissi4 expires 4.21'913 ?,t?? O ?t
CV
DIVISION OF ENVIRONMENTAL
Regional Office
personally
the due execution
Date Individual Evaluating Forms/Plans
Date Regional Water Quality Supervisor
cc: Applicant/WiROBradley Bennett/Central Files
INFORMATION PERTAINING TO DEED RESTRICTIONS Li
AND PROTECTIVE COVENANTS ?.'
FOR MARKER FIFTY FIVE
JAN h' 3 1°94
In accordance with Title 15 NCAC 2H.1003(a) of the Coastal
a Regulations, deed restrictions and protective DIVI ! n
covenants are required for residential development ?j GhI?F
requirements of 15 NCAC 2H.1003(a)(2) or (3). Deed res r 2 JW4GEMENT
and protective covenants are necessary to ensure that ttjR
development maintains a "built-upon" surface area consistent with
the applicable regulation limiting density.
It will be required that the applicant submit deed restrictions
and protective covenants to include a per lot maximum built-upon
surface area by:
Example: _12.77____
x 0.25
equals --- 2.94 ---
less 1.14
equals__1.80____
acre development - total area
- 25% built-upon limitation (or 30%)
built upon acres
acres (planned streets, tennis courts
and/or impervious areas)
acres maximum residential built-upon area
for all lots
--- 1.80--- acres built-upon area
divided by See List total lots
equals ----------- acres built-upon area per lot
See List acres x 43,560 sq. ft./acre
equals ------------ sq. ft./lot
The restrictions should contain that each lot owner will be
restricted to See List sq. ft. built-upon area, in this instance.
LOT NO. MAXIMUM IMPERVIOUS SURFACES
1 6,200
2 5,800
3 4 , 750
4 4,400
5 4,200
6 4,200
7 4,050
8 4,400
9 4,300
10 4,300
11 4,350
12 4,500
13 4,975
14 4,950
15 6,200
16 6,800
In addition to a "per lot" built-upon restriction, the applicant
will be required to stipulate that the State of North Carolina
will be the beneficiary of these restrictions. The deed
restrictions must be signed by the developer, owner and/or agent,
and notarized before submittal in addition to the density
submittal form.
90OA9,14 ( ) nt ',^rr.r . rlnr )
{//{?? F ;
• INFORMATION PERTAINING TO DEED RESTRICTIO JAN J 1N9?
AND PROTECTIVE COVENANTS
Project : Holden Beach Enterprises, Inc. (Tract 6 ) DIVISIOt•J OF
MARKER FIFTY FIVE COASTAL MANAGEMENT
In accordance with Title 15 1 2H.1003(a) of the Coastal-Stormwater
Regulations, deed restrictions and protective covenants are
required for residential development subject to the requirements
of 15 NCAC 2H.1003(a)(2) or (3). Deed restrictions and protective
covenants are necessary to ensure that the development maintains a
"built-upon" surface area consistent with the applicable
regulation limiting density.
The restrictive covenant will contain wording to the effect
that:
Lots, inclusive of right-of-way, shall be restricted to
a maximum coverage by impervious surfaces, i.e.
structures and/or paved surfaces, including walkways or
patios of brick, stone, slate or similar materials, not
including wood decking. This covenant is intended
to ensure continued compliance with stormwater runoff
rules adopted by the State of North Carolina and
therefore benefits may be enforced by the State of North
Carolina.
The maximum coverage by lot is listed below:
LOT NO. MAXIMUM IMPERVIOUS SURFACE
1 6,200
2 5,800
3 4,750
4 4,400
5 4,200
6 4,200
7 4,050
8 4,400
9 4,300
10 4,300
11 4,350
12 4$00
13 4 , 975
14 4,950
15 6,200
16 6,800
At some point the deed will also state:
This (these) covenant(s) is (are) to run with the land
and shall be binding on all parties and all persons
claiming under them.
The State should be specifically designated as a beneficiary of
the covenant because only a beneficiary of a restrictive covenant
may enforce it.
res-cov
-Quick TR-55 Ver.5.43 S/N: 1240540 312
Executed: 15:08:32 01-24-1994
Marker Fifty Five
SAN ?:? 1994
p.IV1S10N OF
COASIN MANAGEMENT
* * * * it '?' SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * 4.
Q = adj * C * I * A
Where: Q=cfs, C:=Weighted Runoff Coefficient, I=in/hour, A=ac=res
adj = 'C' adjustment factor for each return frequency
RETURN FREQUENCY = 2 year=_.
'C:' adjustment, k = 1
Adj. 'C' = Wt.d. ' C:' x 1
Subarea Runoff Area S Tc Wtd. 11 Adj. I Total 1 Peak 0
Descr. 'C:' acres 1 (min) 'C' iS 'C' in/hr acres (cfs)
-------------------------- -------------- ! ----------------------- --------
grass 40.000 2.00 it,
-------------- --------" -----------------------
1 12.00 40.000 1! 1.000 3.600 2.00 1 7.20
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet. Name:
Comment: road channels 2 year storm
Solve For Depth
Given Input. Data:
Bottom Width ..... 1.00 ft
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.030
Channel Slope.... 0.0030 ft/ft
Discharge........ 7.20 cfs
Computed Results:
Depth ............
Velocity.........
Flaw Area........
Flow Tap Width ...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
1.00 ft /
?
1.81 fps
3.9`-' s f
6.98 ft.
7.31 ft
0.67 ft
0.0188 ft/ft.
FULL
r ? 19ob
JAN '??F Z
vvys(N
P?IP•G?M'?N
GOPC P?
Open Channel Flow Module, Version 3.05 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct• 06708

Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name:
Comment: road channels 10 year storm
Solve For Depth
Given Input Data:
Bottom Width .....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
hischarge........
Computed Results:
Dept.h............
Velocity .........
Flow Area........
Flow Top Width ...
Wetted Perimeter.
Critical Depth...
Critical Slope...
F r nude Number ... .
1.00 ft
3.00:1 (H: V)
3. 00: 1 (H: V)
0.030
0.0030 ft/ft
10.32 cfs
1.1 f /
1.98 f p ps ?
5.21 sf
7.97 ft
5.35 ft
0.7c+ ft
0.0180 ft/ft
FULL
u SAN ?3 199
p1VIS1 ANAGcr ?,,CNS
cop,STAL M
Open Charnel Flow Module, Version 3.03 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Gt• 06708
:1240540 312
i:?uicEc TR-..•_ Ver-.??. 43 S/N
.Executed: 15:08:32 01-24-1994
Marker- Fifty Five
SAN y' Iggh
:DNI ?AIyAGEMENt
?pAS1A1-
* * * ?° SUMMARY OF RATIONAL METHOD PEAK DISCHARGES '?° 'r° ? ? ? ?
Q = adj * C * I 'r° A
Where: Q=cfs, C=Weighted Runoff Coefficient, Vin/hour, A=acres
adj = Oct adjustment factor for each return frequency
RETURN FREQUENCY = 10 years
C' adjustment, k: = 1
Adj. 'C' = Wt•d. ' C:' x 1
------------------------- --------
Subarea Runoff Area ? Tc Wt•d. 11 Adj. I Total ? Peak a
Aescr. Oct acres 1 (min) Oct i! Oct in/hr acres 1 (cfs)
-------------------------- 1-------------- ----------------------- --------
grass 40.000 2.00 1
--------------- i - "---------------------- '--------
12.00 40.000 1 1.000 5.160 2.00 ? 10.32

Circular Channel Analysis & Design nom,
Salved with Manning's Equation nr'n??'?,'
Open Channel - Uniform flaw
1, 3 1994
JAN
Z5 Sfoirl. pIVIS1PAGEMEN1
Y AL M
COAS-1
Slope ............. 0.0030 ft./ft.
Manning's n....... 0.013
Discharge......... 12.88 cfs
Computed Results:
Full Flaw Diameter ..... 2.03 ft.
Full Flaw I}epth........ .03 ft.
Velocity.......... 3.:8 fps
Flow Area......... 3.23 sf
Critical Depth.... 1.29 ft.
Percent. Full ...... 100.00 %
Full C:apacity..... 12.88 cfs
AMAX @.94D ........ 13.86 cf :
Froude Number..... FULL
Worksheet. Name:
Comment: pipe under- marker fifty five
Salve For Full Flaw Diameter
Given Input Data:
Open Channel Flaw Module, Version 3.08 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, C:t 06708
?V
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name:
Comment: grass road ditch for a 10 year storm
Solve For Depth
Given Input Data:
Bottom Widt.h..... 1.00 ft
Left Side Slope.. 3.00:1 (H:V)
Right. Side Slope. 3.00:1 (H: V)
Manning's n...... 0.040
Channel Slope.. • . 0.0030 ft/ft
Discharge........ 20.00 cfs
Computed Results:
Depth ............
Velocity .........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth ...
Critical Slope...
Froude Number....
1, V
,1 p,N . _ 3 1994
pIV1S1 ANA EME???
CPO A? M
(c'Y, ;4 ck r-- hr? -L 1
1.72 ft.
1.89 fps so Good I7.
10.60 sf
11.3 ft
11.88 ft
1.07 ft
0.0293 ft/ft
FULL
Open Channel Flow Module, Version 3.08 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct. 06708
Quick TR-55 43 S/N: 1240540312 r= X 54'
14:51:36 01-24-1994
-Executed:
' ,"? 1994
Marker Fifty Five
p1V1S10N of
T
• p,S-?A? MANAGEMEN
CD
* * * It 'r' It SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * 8:
0 = adj * C * I * A
Where: Q=cfs, C=Weighted Runoff Coefficient, Vin/hour, A=acres
adj = 'C' adjustment factor for each return frequency
RETURN FREQUENCY = 10 years
C' adjustment, k = 1
Adj. 'C' = Wt.d. ' C:' x 1
Subarea Runoff Area S Tc Wt.d. :1 Adj. I Total ? Peak 0
Uescr. 1C1 acres 1 (min) ' C:' i : 'C' in/hr- acres 1 (cfs)
-------------------------- ' -------------- ------------------- '--------
grass 40.000 3.90 i
--------------- ' -------------- --------- '--------
12.00 40.000 11 1.001 5.160 3.90 1 20.12
l?
Y
State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
)amts G. Martin, Governor
William W. Cobey, Jr., Secretary
August 14, 1991
1994

Resoutm_
DIVISION OF
COASTAL MANAGEMENT
Bob Jamieson
Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Jim Griffin, Jr., President
Holden Beach Enterprises
109 Jordan Boulevard
Holden Beach, North Carolina 28462
Subject: Certification of Compliance
with Stormwater Regulations
Project No. 910712
Tract No. 6, Holden Beach Enterprises
Brunswick County
Dear Mr. Griffin:
The Wilmington Regional Office received the Stormwater
submittal for the subject project on July 23, 1991 and final
information on August 5, 1991. Based on our review of the
project plans and specifications which limit the built-upon area
to 3,387 square feet on each of the 35 lots identified, we have
determined that the project complies with the Stormwater
Regulations set forth in Title 15A NCAC 2H. 1003(a)(2). This
Certification shall be effective from the date of issuance until
rescinded and the project shall be constructed in accordance with
the plans and specifications as filed with the Wilmington
Regional Office.
Any modification of the plans submitted to this office or
further development of this site will require an additional
Stormwater submittal/modification and approval prior to
initiation of construction. Modifications include but are not
limited to; project name changes, transfer of ownership, redesign
of built-upon surfaces, addition of built-upon surfaces, redesign
or further subdivision of project area.
-continued-
W Ca" Dr1w 6mendon, VVdmbt;ow, NBC. 2e+os3$45 • Tdepiane gig-m3m • fix 919.354m
An Egml oppmnmity Af mw lw Action Employe.
i
.-t r
6-2
8tormwater Certification No. 910712
August 14, 1991 JAN
Page 2 of 2 Tplislp;d OF
t } jJA;, ' kGEMENlT
If you have any questions concerning this matsi'ST? ease
call Paul Rawls or me at [phone].
Sincerely,
r
ort Dave Adkins
Water Quality Regional Supervisor
PER:DSK4:910712.AUG
Attachment
cc: Robert Tucker, P.E., Brunswick County Building Inspections
j*.L.S., Brunswick Surveying, Incorporated
Bill Mills, DAM
Wilmington Regional Files
Central Files
'.

L.?
JA`s 1994
State of North Carolina ?iv?s;o;? of
Department of Environment, Health, and Natural R?esoM TAL MANAGEMENT,
Wilmington Regional Office
)ames G. Martin, Governor
William W. Cobey, Jr., Secetary
August 12, 1991

Holden Beads Enterprises
Mr. Jim D. Griffin, Jr., President
109 Jordan Boulevard
Holden Beach, North Carolina 28462
Bob Jamieson
Regional Manager
Be: Leiter of Approval
Project Name: Holden Beads Enterprises Tract 6
Location: Bna:swick Avenue, Holden Beads
a1mitted by: Brunswick a v'eyin9,. Inc.
Date Received: July 22, 1991
New Submittal
Dear iw. Griffin:
This office has reviond the subject sedimentation and erosion control Plan.
We find the plan to be acceptable and hereby issue this letter of approval with
comments as attached.
Please be advised that Title 15A, of the North Carolina Administrative Cede,
4B.0017(a) requires that a copy of the approved plan be on file at the job site.
13A-61(d)
Also, you should consider this letter to give the Notice required GS 1
V- %I A lkft rv,r,i pA a<na
North Carolina's Sedimentation Pollution Centrol P=Kj= is perfor:oar?e
oriented, requiring protection of the natural resources and adjoining properties.
if, following the ocaaiertom?ent of this project, it is detp*'rt+ined that the erosion
and sedimentation cm*=1 plan is inadequate to meet the requirments of the
thru 66),, Sedimentation lfioe may require rsvisians to the plan and its JW motion to
ism amplianoe with the Act.
Reoopnizinlg the desirability of early ooordinatien of sedimentation control, ve
believe that it would be benefiw? Ptlease contact this office
e
arranged to Aiso the approved plan for this project. c
and let us bm the date of co[L..? trwUcn start-up and the date of
conference so that we may atteld.
t27 CJr&W Drive Exmmk e, VV*nhV n, NC. 28405.3845 • Tdeowm 9193953900 • Fax 919-35D.M
An EqW Oppwwn ty ABimndve Acuson Employer
S
first 12v 1991
Page 1
go Lock forward to working vith you cn this project.
questions, please amtact air office.
8irnerely,
Denial ,
Regional zwir:aer
lad Quality Section
Ds/sfc
ac: 'was W. Morclan, Brunswick su veying, Inc.
JAN ` 1994
DwiS°ON OF
COASTAL MAiJAGEMENT
Zf 'you have any

• F .
: 17?LT MM: Holden beach EnterpcLes Treat 6
: Rru nswicc Averwe, Folden DeaCh - fUawicc Comity + Z'a'
sMamna) Bar: arUairwidc Surveying, Dic. ,SAN Sg94
?IOQ; ISCEIVED: OMy 220 1991
. DIVISION OF
COASTAL I??AIdAGE-t4 T
i. '!be developer is iespansible for the oontrol of sediment arrsite. If the
vFprvved erosion aomums prove insufficient, the developer must take those
additicral steps rrcessary to stop erosion Mrom leaving this site.
2. Any and all adstin g ditches an this project site are assumed to be left
Uwdisbuind by the proposed devalcpmerrt unless ctharwise noted. The removal
of vegetation within any existing ditch or charnel is prohibited wiless the ditch
or channel is to be regraded with side slopes of 2 Ihwizantal to 1 vertical or
less steep. Blank slopes any be arsaed, but stripping of vegetation is
considered new earth work and is subject to the same erosion control
as new ditties.
3. The developer is sespo?sible tour obtaining any and all permits and approvals
racessary for the develop 11 of this project prior to the cczzmomm, of this
lard disturbing activity. This could include the Division of Coastal Management,
Under am requir?enhts, the Division of Ernviror ntal under
staater r+egulatians, the U.B. Army Corps of Engineers Under Article 404
jurisdiction, local Ccunnty cr Town Agen ciss bider their local ardinanoes, or
others that may be required. This approval cannot supersede any other permit or
approval.
4. Any b= w material brought onto this site oust be from a legally operated
aim or other approved source. A single use borrow site or an area to waste
material is only permissible if it is operated wder total cool of the
hi*+?+*+?-;?>>y Fusponsible person or film who is developing this site and a plan
aodifiaat3an is submitted to this office that includes the area in question.
5. This permit allows for a land cis' ntanoe, as called for on the application
plan, not to exosed 12 acres. ammiding that acreage will be a violation of
this permit and would require a revised plan and additional application fee.
Any addition in impervious sin face, over that already noted on the approved
plan, would also require a revised plan to verify the oppropr'iatenesws of the
erosion om*rol measures and stcmater retm*ion measures.
HAR-16-1994 11:379 FRO11 ENSiR WILN REG OFFICE TO B-y19-7?3-1338 P.b1
Ovate of Norm Uarollna
Department of Environment, Healtb, and Natural Resources
Wilmington Regional Office
James B. Hunt, Governor Bob Jamieson
Jonathan B. Howes, Secretary Regional Managcr
FAX COVER SHEET
w ¦ yaw ¦
DATE:
r rY1
d CA
NO. OF PAGES
C) Fft&M: e-?r
CO:
FAX #: _ 2 ?
REMARKS.
CO:
FAX #: ?O c?C?T
r iinsL?JJ?L.-4 kl'LC=-L? Lap--t
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • 't'elephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
TOTAL P.O1