20000822 Ver 1_COMPLETE FILE_20000619

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Donna D. Moffitt, Director
June 16, 2000
MEMORANDUM:
TO: Mr. John R. Dorney, NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27611-7687
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
1?•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
? UA1.1? gECTI'?? -
0.00822
CAMA/DREDGE & FILL Permit Application Review
Marsh Harbour Resorts, LLC
10155 Beach Drive, Calabash, NC, Brunswick County
To replace existing shoreline stabilization around an existing marina basin, fill the
upper end of the basin, and develop the surrounding high ground.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by July 12, 2000. If you have any questions regarding the proposed project, please contact
Janet M. Russell at extension 249. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
DIVISION OF COASTAL MANAGEMENT .0008
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Marsh Harbour Resorts, LLC
2. LOCATION OF PROJECT SITE: 10155 Beach Drive, Calabash, NC
Photo Index - 199d: 3-27 Grid J, K, L-11, 12, 13 J M: 4 194 6 Grid S, T, U-20, 21, 22
State Plane Coordinates - X: 2 130 000 Y: 50 000
3. INVESTIGATION TYPE: CAMA Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - March 22, 2000
Was Applicant Present - Engineer Was Present
5. PROCESSING PROCEDURE: Application Received - cc: May 8, 2000
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Calabash
Land Classification From LUP - Developed & Urban Transitional
(B) AEC(s) Involved: PT, EW, ES
® Water Dependent: Yes & No
(D) Intended Use: Bulkhead Replacement & High Ground Development
(E) Wastewater Treatment: Existing - Public Sewer
Planned - South Brunswick
(F) Type of Structures: Existing ,, Townhouses, road, golf course, marina
Planned - Hotel, swimming pools, condominiums, clubhouse,
a shop, restaurant & new bulkhead around marina
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nRPnftPn PTT T Pn nTC=n
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 200' x 150'
Open Waters
m Other Disturbed
High Ground 66 acres
(D) Total Area Disturbed: Approximately 66 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMAIARY: The applicant is requesting to replace existing shoreline stabilization
around an existing marina basin, fill the upper end of the basin, and develop the surrounding high
ground.
Marsh Harbour Resort
Page 2
9. PROJECT DESCRIPTION
The Marsh Harbour Resort property is located on Beach Drive off of Highway 179 in the town of
Calabash in Brunswick County. The property abuts the Calabash River and lies adjacent to the North
Carolina/South Carolina state line. Existing development consists of a golf course, clubhouse, paved
road, dirt road, 3 townhouse buildings, swimming pool, tennis courts, management office, an upland
marina basin, dock master's office, associated parking lots and a bath house. The shoreline along the
basin is stabilized with rip-rap and bulkhead walls. There are existing piers and docks within the marina
basin providing boating access.
This 212 acre tract of land is currently vegetated with scrub pine trees, woody shrubs, grasses and weeds.
The existing elevations on the tract range from 10' to 50'. Much earth work will be required during the
development of the property.
The Resort is being developed through an existing CAMA Major Permit, #11-97. This project or
property has a long history with various owners and varied development plans. A Major Permit, #74-82,
was issued on June 23, 1982 to Marsh Harbour Yacht and Golf Links, Inc. This permit was for coquina
mining and marina development. The permit was renewed and modified through 1988. The property
was sold and the permit transferred to Charles Kronenwetter, expiring on December 31, 1990. In 1996,
the property was owned by Odell Williamson. Mr. Williamson applied for a permit for development of
the upland property and maintenance dredging of the existing marina basin. Major Permit #11-97 was
issued on June 13, 1997, expiring on December 31, 2000. The existing permit was transferred to the
present property owner,'Marsh Harbour Resort, L.L.C., on October 5, 1999. The existing permit is set
to expire on December 31, 2000. .
Current owner(s) are now requesting further modification and renewal of the existing permit. The
applicant is requesting permit authorization for the construction of a seven-story, 1200-room, hotel and
convention center with swimming pools and associated 73' tall parking deck, four 75' tall, mid-rise
condominiums (66 units), 80 townhomes (35' tall), 200 marina condominiums (45' tall buildings), a
clubhouse, a shop, and a restaurant. Also, .68 acres of the upper end of the existing upland basin is to
be filled and bulkheaded providing room for development of four of the condominium buildings.
Maintenance or replacement of the existing rip-rap and bulkhead is also being requested. Paved access
roads and parking lots are also proposed. Nine storm water infiltration ponds will be constructed to
collect the first 1 '/z" of run off. A 10'-wide wooden boardwalk is proposed all the way around the
existing marina basin. The boardwalk and some of the proposed buildings do not meet the proposed 30'
buffer rules slated to go into effect in August, 2000. The engineer for the project has calculated an
impervious surface area of 27.5 % within the 75' estuarine shoreline area of environmental concern. Also
noted is that 100 % of the runoff from the impervious area will be captured in an infiltration basin or
proposed storm water pond. The supporting calculation is submitted as part of the application package.
The existing shoreline around the marina basin is stabilized by bulkheads and rip-rap. Some of the
structures need to be repaired or replaced. The applicant is proposing to replace them as necessary in the
same alignment as the existing structures. The application indicates 1415 linear feet of existing bulkhead
to be repaired or replaced and 4350 linear feet of rip-rap rock to be replaced with a bulkhead wall.
Marsh Harbour Resort
Page 3
The current permit allows for maintenance dredging within the marina basin and entrance channel. Also,
the current permit authorizes a total of 257 boat slips; approximately 120 slips are existing. The applicant
wishes to keep these prior permit authorizations active as a part of this submittal. More information
pertaining to potential spoil disposal area(s) will be required prior to the dredging work commencing.
At the time of the last permit request, 1997, the Town of Calabash had a 35-foot height limitation on
proposed structures. However, that height restriction has since been repealed. That is to be verified by
supporting data that will be reviewed prior to issuance of any modification of the permit.
The waters of Calabash Creek are classified as SA by the Division of Water Quality. The waters are
closed to the taking of shellfish as determined by Shellfish Sanitation. The area is not a primary nursery
area (PNA) as could be designated by the Division of Marine Fisheries.
ANTICIPATED EMPACTS:
If this project is authorized, it would result in the filling of .68 acres of public trust, estuarine waters
within an upland marina basin. Temporary turbidity would likely result from bull-head replacement,
shoreline stabilization work and maintenance dredging. Approximately 66 acres of land would be
disturbed for the project. Sediment controls during development would be necessary to prevent sediment
from the upland grading/land disturbance from reaching the open waters. Proposed development would
result in massive increase of impervious surfaces over the tract with 27.5 % impervious with the 75' area
of environmental concern.
If the buildings and associated development are allowed within close proximity to the bulkhead, it will
prevent future maintenance and replacement of the bulkhead from the landward side of the wall.
Janet-M. Russell / June 15, 2000 / Wilmington
. LADANE WILLIAMSON COMPANY, LLC
May 4, 2000
Mr. Robert Stroud, Regional Supervisor
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Marsh Harbour Resorts, LLC
Signature Authority
Dear Mr. Stroud:
Please accept this letter as confirmation that Mr. Donald L. Safrit, Vice President for Horizontal
Development, LaDane Williamson Company, LLC, has authority to sign the CAMA application
forms and attachments associated with the subject project.
The proper entity for permit purposes is Marsh Harbour Resorts, LLC
If you have any questions regarding this matter, please do not hesitate to contact Mr. Safrit at
[phone] or me at [phone].
S' ce e y.
LaDane Williamson, Managing Member
Marsh Harbour Resorts, LLC
VIM 0 0 ?1?0
10155 BEACH DRIVE • CALABASH, NC • 28467
PHONE: [phone] • FAX: [phone]
Form DCM-MP-1
APPLICATION-
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT CALABASH. NC
c. Street address or secondary road number
a. Landowner: 10155 BEACH DR., CALABASH, NC
- ..-.??
Name MARSH HARBOUR RESORTS, LLC d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Address 10155 BEACH DRIVE
e. Name of body of water nearest project (e.g. river,
City CALABASH State NC creek, sound, bay) CALABASH RIVER AND
Zip 28467 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
MARSH HARBOUR MARINA
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Name MR. DON SAFRIT
Address 11 CAUSEWAY DRIVE
City OCEAN ISLE BEACHState NC
Zip 28469 Day Phone [phone]
Fax [phone]
c. Project name (if any) MARSH HARBOUR `.RESORT
NOTE: Pent will be issued in mane of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
LAND DEVELOPMENT, HOTEL AND CONDOMINIUMS
TOWNHOME CONSTRUCTION, BULKHEAD,
MAINTENANCE REPAIR MINOR FILL OF
EXISTING *MRINA
b. Is the proposed activity maintenance of an existing
project, new work, or both? BOTH
c. Will the project be for public, private or commercial
use? ALL
.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. GRADING, DRAINAGE, EROSION
CONTROL PER NCDENR AND LOCAL REQUIREMENT
ASSOCIATED WITH MULTI-USE LAND DEVEL-
OPMENT.PROJECT. EXISTING MARINA
INFRASTURCTURE WILL BE IMPROVED,
REPAIRED, AND ALTERED.
a. County BRUNSWICK
U A V E
Revised 03/95 MAY o 0 LJOD
DIVISION OF
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 212 ACRES
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL APPROXIMATELY 10' TO 50'
d. Soil type(s) and texture(s) of tract
SAND AND COQUINA
e. Vegetation on tract SCRUB PINE, PAMPAS GRASS,
COASTAL.BERMUDA GRASS, MAINTAINED GOLF
COURSE, AND LANDSCAPED AREAS.
f. Man-made features now on tract GOLF COURSE,
EXISTING MARINA, GOLF CLUBHOUSE, LIMITED
NUMBER OF EXISTING TOWNHOUSES (4 BLDGS:)
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the loco! L=d use plan.)
Conservation
X Developed
Rural
Transitional
Community
Other
1 h. How is the tract zoned by local government?
PUD .
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach Zoning cionipliance certificate, if appliaobk)
j•
Has a professional
done for the tract?
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) X Other
If yes, has a delineation been conducted? YES
(Attach domwn=don, if amilabk)
archaeological assessment been
Yes X No
MAY 0 8) (0).000 D
DIVISION OF
COASTAL MANAGEMENT
m. Describe existing wastewater treatment facilities.
BRUNSWICK COUNTY
Future: SBWASA (South Rrunswick
Water &Sewer Allthori t yj
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.) 1007 PERCENT
OF IMPERVIOUS SURFACE RUNOFF COLLECTED IN
INFILTRATION BASINS WITH 50' GRAS WALES
FOR BYPASS RUNOFF BEYOND FIRST 1.5" OF RAIN
o. Describe existing drinking water supply source.
BRUNSWICK COUNTY AND CAROLINA BLYTHE
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.
PROVIDED WITH PAST SUBMISSIONS
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
SUBMITTED CONCURRENTLY --COPIES PROVIDED
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have ieeeived 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 * SEE ATTACHED LIST
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
USACOE #199701640, NC CAMA 411-97, NC
STORMWATER PERMIT SWB 920522, CESAW=C080-
N-000-291 *NAMES MAY BE DIFFERENT/PREVIOUS
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. N/A
• 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. N/A
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 day of ??co.
Print N ~rJAI-I> L. !9A F2 t
Sign re
or AWhoriZed Ag
please indicatte attachments pertaining to your proposed
Projec
X DCM W-2 Excavation and Fill Information
_.2L_ DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
_ 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.
ECEIVE
M'.' 0
D
DIMS- -fe- == OF
COASTAL M1 , iaGEMENT
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
escribe below the purpose of proposed excavation or
fit ctivities. All values to be given in feet.
Average 1FUsa
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
+ basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
:biliution)
200'1150' 15' BLS 115"ASL
A.
V F 2000 D
DIVISION OF
1",'0ASTAL MANAGEMENT
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
N/A
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
Yes No N/A
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No N/A
If yes, where?
BACKFILLING A PORTION OF AN EXISTING AREA PREVIOUSLY EXCAVATED FOR COQUINA
MINING AND MARINA CONSTRUCTION FOR UPLAND DEVELOPMENT. APPROXIMATELY 138 LF.
Ci-
OF NEW BULKHEAD WILL BE CONSTRUCTED.
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No N/A
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead X Riprap
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area N/A
(3) Purpose of fill APPROXIMATELY 5500 CUBIC
YARDS ASSOCIATED WITH FILL AT NORTHERN END OF
EXISTING MARINA
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
_ X Yes No EXISTING MARINA,
If yes, NO WETLANDS
(1) Dimensions of fill area 200' BY 150'
APPROXIMATELY
(2) Purpose of fill CONVERT PRIOR UPLAND AREAS
b. Length 6330' EXISTING BULKHEAD (RIPRAP + BULKHEAD), BACK TO UPLAND AREAS FOR'DEVELOPMENT.
565' TO BE REMOVED, 1415' MODIFIED AND 4350' OF RIPRAP REPLACED WITH BULKHEAD. NEW TOTAL-5765
c. Average distance waterward of MHW or NWL
N/A
d. Maximum distance waterward of MHW or NWL
N/A
e. Shorreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material WOOD, CONCRETE,
RIPRAP, SHEET PILINGS b.
g. Amount of till hi cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material
SAND, COQUINA, OTHER NATIVE SOILS
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? SILT FENCE. SEDIMENT
BASINS, SHEET PILINGS, AND APPROVED
SEC PLAN.
What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
BACKHOE
c. Will wetlands be crassed in transporting equipment
to project site? Yes X No
if yes, explain steps that will be taken to lessen
environmental impacts.
i. Source of fill material ON-SITE
4. OTHER F LL ACTIVITIES
(Excluding Shoreline Stabilization)
ticaat or Pro act dame
turn
a. Will fill material be brought to sites- 20
Yes X No C E V
lA xa 8 2M
Revised 03/95 DIVISION OF
COASTAL MANAGEMENT
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed MULTI-LEVEL (LESS THAN
7 STORIES) HOTEL, 4 MIDRISE CONDOS, 25 CONDOSj.
1 RESTAURANT. PHASE II, FUTURE PLANS INCLUDE
b. Number of lots or parcels (SEE BACK)
N/A
c. Density (give the number of residential units and the
units per acre) 1.45 UNITS/ACRE
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. APPROXIMATELY 66
ACRES (PHASE I), 34 ACRES (PHASE II).
TOTAL - 100 AC.
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 submhud to the Division of Land
Resources? Yes X No UPON CAMA
If yes, date submitted AvvFuV=, ONE WILL BE
SUBMITTED AT LEAST 30 DAYS PRIOR
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
ASPHALT, CONCRETE, TILE, PAVER, MARL
g
f`:`.r 0 2000
A DIVISION OF
MANAGEMENT
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?
_y,_ Yes No
If yes, date submitted SW8 920522-1986 OWNERSHIP
NAME CHANGED JUNE 10, 1997.
Describe proposed method of sewage disposal.
BRUNSWICK COUNTY - SBWASA (South
Brunswick Water & Sewer Auth.)
j. Have the facilities described in Item i. above
received state or local approval? YES
(Mach appropriate documentation) FLOW ACCEPTANCE LETTER
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).
SURFACE RUNOFF ONCE TRFATFD BY APPRIMTED
BMP MEASURES
1. Describe proposed drinking water supply source
(e-.g. well, community, public system, etc.)
BRUNSWICK COUNTY WATER SYSTEM, CAROLINA
BLYTHE,
m. Will water be impounded? Yes X No
If yes, how many acres? TEMPORARILY STORED IN
INFILTRATION BASINS.
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
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. `.27..57 HOWEVER,
(SEE BACK)
Revised 03/95
Lvuv
?V 1904 r-./
Date
Marsh Harbour Impervious area within the 75' CAMA buffer.
AREA FT' Acres
Condos 35990.03 0.83
Rest. & Roads 50653.82 1.16
Boardwalk 57848.90 1.33
Hotel 14842.30 0.34
Mid-Rise 7453.01 0.17
Total 166788.06 3.83
Total area within the 75' buffer
Percent impervious
606181.50 `y 13.92
27.5%
100% of the impervious area is captured in an infiltration basin.
B(C.Elvq-
MAYO 12000
COASTAL DIVISION Op
EN?EtvT
Proiect Description - Marsh Harbour Resorts
E
I L, 17 V J]ki
MAY 0 1 2000
Jiu
COASTAL DIVISM a AGEMENT
The applicant, Marsh Harbour Resorts, is requesting re-issuance of the existing permit
(Number 11-97) for Marsh Harbour Resorts so that development of the project may
continue, as well as, authorization of a revised development plan. The existing Marsh
Harbour Marina and Townhouse Complex is located at 10155 Beach Drive SW, adjacent
to Calabash Creek, North Carolina, in Brunswick County. The facility was originally
permitted in 1982, State Permit #74-82, for a combination of coquina mining and marina
development project. The property was sold and the permit was transferred to Charles
Kronenwetter in 1988 and allowed to expire in 1991. The property reverted back to the
original owner and a new permit was obtained June 13, 1997. The property was
transferred to the current applicant in July 1999 and the existing permit was transferred to
the current applicant on October 5, 1999.
The majority of the 212-acre project site is relatively undeveloped. The site is vegetated
by scrub pine, pampas grass, coastal bermuda grass, landscaped areas and a maintained
golf course. Townhouses are located near the entrance to the development, off of
Highway 179, in the northwest corner of the property as well as a management/office
complex, swimming pool, tennis courts, and associated parking lots. A dirt/marl road
provides access to the dock master's building, fuel pumps, sewage pump out and existing
16.9 acre marina which are located in the northeast portion of the property. An eighteen-
hole golf course, Marsh Harbour, associated clubhouse and paved access road from
Highway 179 exist on the southern/central portions of the property.
The applicant is requesting permit authorization for the construction of a seven story,
1200 room hotel and convention center with swimming pools and associated parking
deck, four Mid-rise condominiums, twenty condominiums, a clubhouse, a shop, and
restaurant. Additionally, 0.68-acres of the existing marina (which was created by
excavation of upland) will be filled (coastal waters with no associated wetland/marsh) for
development of four of the condominium units. Maintenance/repair and/or replacement
of the existing marina bulkhead and riprap area is also being requested. Paved access
roads and associated parking areas will also be constructed. Finally, approximately 9
infiltration ponds, designed to NCDENR stormwater requirements will be constructed to
collect the first 1 '/2 inches of run off from 100% of impervious surface and will have 50'
(minimum length) grass swales for bypass event discharges. Future plans include the
development of approximately eighteen townhouse units, eight tennis courts, a
sports/exercise complex and a property management office. These sites will be designed
according to NCDENR and CAMA Standards at the time of submittal.
E cRa
MAY 0 12000
DIVISION Oj=
COASTAL MANAGEMENT-
11
MARSH HARBOUR MAY 0 1 200
0 fV
COASTAL jMAONAGGEME
Golf Coast Realty Inc. Lloyd Edwin & Mar Bennett NT
Larry D. Young
P. O. Box 4157 500 Thomasboro Rd. SW P. O. Box 3038
Calabash, NC 28467 Calabash. NC 38469 Mvrtle Beach, SC 29578
North Mvrtle Beach Medical Simmons Investments Inc. BB&T
P. O. Box 675 10030 Beach Dr., SW Suite 3800
Tauot City, NC 28463 Calabash. NC 38467 100 N Tryon
Charlotte, NC 28467
Brenda Bruce The Furniture Patch of Calabash Oma Taylor Russell
10047 Beach Dr., SW P. O. Box 4970 609-A S. Lumia Ave.
Calabash, NC 28467 Calabash. NC 28467 Wrightsville Beach, NC 28480
Charles Starnes David P. &. Rhonda G. Deeb Prefco III Realty LLC
17 Magnolia Dr. 469 White Heron Court % Pitney Bowes Corp
Rt. 2 Sunset Beach. NC 38468 27 Waterview Drive
Mebo, NC 28761 Shelton , CT 06484
James M R Nancy F. Puleo Ocean Side Corporation Anne P. Meroni
4277 Kenmont Place PO Box 4640 439 Shoreline Drive West
Columbus. OH 43220 Calabash. NC 28467 Sunset Beach, NC 28468
Captain John's Seafood House Pinehurst Builders. Inc. Securitv Savings & Loan Assoc.
9887 Oak st. 10339 Beach Drive SW Calabash Branch
Calabash. NC 28467 Calabash. NC 3S467 PO Box 10069
Southport, NC 28461
Edward R. Thomas III Paul Bernard &: Jane Jordan Franbeth E. Beesom Trustee
329 Thomas Drive PO Box 4408 PO Box 1 104
Shallotte, NC 25469 Calabash. NC 28467 Marion. SC 29571
Harold G. & Ruth S. Winters Calabash ABC Board Wilton Michael Eskridge Sr. Trustee
4620 Rounding Run Rd. Rt 7 Box 25S PO Box 1 104
Shallotte. NC 38470 Calabash. NC 25459 Marion, SC 39571
Christopher J. Moshoures, Dr. James L. & Rachel B. Broadhurst H R. S Bros., Inc.
PO Box 867 3405 North Kinks Hwv 4525 S NC 62
Shallotte, NC 28459 Mvrtle Beach, SC 29577 Burlington, NC 27215
Commonwealth Inspecting & Contrac.
10252 Boundry Dr., SW
Calabash, NC 28467
Robert G. Simmons
10030 Beach Dr., SW
Calabash, NC 38467
Michael Lewis & Judith L. Hold
4525 S NC 62
Cup ;agton, INC 37215
Lois Stein Brookshire
533 F. Fleetwood court
Kingsport, TN 37660
Dave's Place of Calabash
10008 Beach Drive
Calabash, NC 38467
Ray D Simmons
1045 Beach Dr. SW
Calabash, NC 28467
Shrimp Hunters, Inc.
10050 Beach Rd.
Calabash, NC 28467
Derbsters Restaurant & TA
PO Box 4152
Calabash. NC 28467
Marsh Harbour Marina, Inc.
Marsh Harbour Yacht Club
PO Box 4157
Calabash, NC 28467
MAY 0 12000
COOS AI MIO G OF
FTWENT
to of North Carolina
apartment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
A IF
IFX?
4.11
D E N R
July 21, 2000
DWQ# 00-0822
Brunswick County
Marsh Harbour Resorts, LLC
10155 Beach Drive
Calabash, NC, 28467
APPROVAL of 401 Water Quality Certification with Additional Conditions
To Whom It May Concern:
You have our approval, in accordance with the attached conditions, to place fill in 0.69 acre of non-vegetated wetlands in
order to construct a new bulkhead around the marina on the Marsh Harbour Resort in Brunswick County, as you described in
your application dated 19 June 2000. After reviewing your application, we have determined that this work is covered by
General Water Quality Certification Number 3274. This Certification allows you to use your CAMA Permit when the NC
Division of Coastal Management issues it. In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and
Water Supply Watershed regulations. Also this approval will expire when the accompanying CAMA Permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new
owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions.
If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification and the additional condition listed below.
The activity shall be conducted in such manner as to prevent a significant increase in turbidity outside the area of
construction or construction related discharge (25 NTU's in all saltwater classes);
If you do not accept any of the conditions of this certification, you may. ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter
1509 of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919-733-9646.
Sincerely,
Kerr T. Stevens
Non-Discharge Branch 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
Attachment
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Doug Huggett, DCM
File Copy
Central Files
Don Safrit, 11 Causeway Drive, Ocean Isle Beach, NC, 28469
LID
000822
FILE
MEMORANDUM
TO: John Dorney Regional Contact: J. Steenhuis
Non-Discharge Branch WQ Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Marsh Harbour Resorts
Project Number 00 0822
Recvd From DCM
Received Date 6/19/00 Recvd By Region
Project Type basin fill
County Brunswick
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet t
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA Waters PT- O N 15-25-5 SA 0,7
F 0.69 F I -
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 0 N Recommendation: 0 Issue DQ Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 335254
Longitude (ddmmss) 783427
Comments:
This office has no objection to the project as imposed but would like to condition the certification w/
not allowing turbidity to exceed the project area over 25 NTU,
cc: Regional Office
Central Office Page Number 1
Facility Name Marsh Harbour Resorts
County Brunswick
Project Number 00 0822
Comments (continued from page 1):
Regional Contact: J. Steenhuis
Date: 7/19/2000
cc: Regional Office
Central Office Page Number 2

REPLY TO
ATTENTION OF:
Regulatory Division
Action ID No. 200001404
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403
June 27, 2000
Marsh Harbour Resorts, LLC
10155 Beach Drive SW
Calabash, North Carolina 28467-2701
Dear Sir:

;n¢1;'
On August 5, 1996, we renewed general permit No. 198000291 (copy enclosed), that provides
Federal authorization for construction activities that receive authorization from the State of North
Carolina.
A review of your application received June 12, 2000, for Department of the Army
authorization to replace existing shoreline stabilization around an existing marina basin, place fill in the
upper end of the basin, and develop the surrounding high ground adjacent to the Calabash River in
Calabash, Brunswick County, North Carolina, indicates it to be a candidate for Federal authorization
under this general permit. Accordingly, the administrative processing of your application will be
accomplished by the North Carolina Division of Coastal Management. Although we will begin
processing of your application, we cannot finalize the permit until adequate plans are provided. Your
plans including a geographical location map, a plan (overhead) view and an elevation (side) view must
be submitted on no larger than 11-inch by 17-inch white paper. Please furnish these plans by July 7,
2000. Comments from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit process for any reason, you will
be informed regarding its further management. If there are no unresolved differences in State-Federal
positions or policies, the final action taken on your application by the State will result in your receiving
written notice from us that your application is consistent with the general permit and you may
commence your activity. Only after receiving such confirmation should you begin work.

Your application, pursuant to Section 10 of the River and Harbors Act and Section 404 of the
Clean Water Act, has been assigned Action ID No. 200001404. It will be coordinated by the
undersigned, available at telephone [phone].
Sincerely,
Jeffrey H. Richter
Regulatory Project Manager
Enclosure
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-163 8
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U. S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Dr. Garland B. Pardue, Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr., District Manager
Wilmington Regional Office
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Mr. Don Safrit
11 Causeway Drive
Ocean Isle Beach, North Carolina 28469
V D 0ya4p-"
REPLY TO
ATTENTION OF:
Regulatory Division
Action ID No. 200001404
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1162
Dear Mr. Dorney:
June 27, 2000
tr g
JUN 3 0 2aoo

Reference the application of Marsh Harbour Resorts, LLC for Department of the Army
authorization and a State Water Quality Certification to replace existing shoreline stabilization
around an existing marina basin, place fill in the upper end of the basin, and develop the
surrounding high ground adjacent to Calabash River in Calabash, Brunswick County, North
Carolina. Your receipt of this letter verifies your acceptance of a valid request for certification in
accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 10 of the River
and Harbor Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the Clean Water Act. A Department of the Army permit will not be
granted until the certification has been obtained or waived.
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403
According to our administrative regulations, 60 days is reasonable for State action.
Therefore, if you have not acted on the request, or asked for an extension of time, by August 22,
2000, the District Engineer will deem that waiver has occurred.
Questions or comments may be addressed to the undersigned at telephone (910)
251-4636.
Sincerely,
Jeffrey H. Richter
Regulatory Project Manager
Copy Furnished:
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
. .
REPLY TO Nov
ATTENTION OF:
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
ly WILMINGTON, NORTH CAROLINA 28403
62000 November 1, 2000
Regulatory Division
Action ID No. 200001404 and State Permit No. 11-97
Marsh Harbour Resorts, LLC
10155 Beach Drive SW
Calabash, North Carolina 28467-2701
Dear Sir:
Reference your application for a Department of the Army (DA) permit to replace existing
shoreline stabilization around an existing marina basin, place fill in the upper end of the basin, and
develop the surrounding high ground adjacent to Calabash River in Calabash, Brunswick County,
North Carolina. In addition, please reference your modification requesting permit authorization
to maintenance dredge the existing marina basin.
Your proposals have been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction activity
in strict accordance with applicable State authorization and the enclosed plan. Failure to comply
with the State authorization or conditions of the general permit could result in civil and/or
administrative penalties.
Please be advised that the following are conditions of this DA permit:
1. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the.free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States.
No claim shall be made against the United States on account of any such removal or alteration.
In addition, the permittee shall notify
NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit
Attention: Sharon Tear N CS261
1315 E West HWY RM 7316
Silver Spring, MD 20910-3282
at least two weeks prior to beginning work and upon completion of work.
2. The applicant will comply with the attached United States Coast Guard regulations.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to Jeff Richter, Regulatory Division, telephone
[phone].
Sincerely,
G. Wayne Wright, Chief
Regulatory Division
Enclosures
Copies Furnished (with permit plans):
Chief, Source Data Unit
NOAA\National Ocean Service
ATTN: Sharon Tear N/CS261
1315 East-West Hwy, Rm. 7316
Silver Spring, Maryland 20910-3282
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dr. Garland B. Pardue, Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. C. Robert Stroud, Jr., District Manager
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
! .

S

LEGEND
GENERAL
B.O.C. BACK OF CURB or BACK OF GUTTER
E.D.P. EDGE OF PAVEMENT
D,E. DRAINAGE EASEMENT
U.E. UTILITY EASEMENT
EL. or ELEV. ELEVATION
INV. STORM SEWER INVERT
LF LINEAL FEET
NGVD NATIONAL GEODETIC VERTICAL DATUM
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PM PONT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
R/W or ROW RIGHT OF WAY
SD SOIL BORING
STA STATION
CATV CABLE TELEMSION
CPL or CP&L CAROLINA POWER & LIGHT
@ BASE LINE
4 CENTERLINE
IL SANITARY SEWER FLOW LINE
X.XX' Lt./X.XX' Rt. FEET LEFT or FEET RIGHT
® PROPOSED PAVEMENT ELEVATION
4 EXISTING ELEVATION
- DIRECTION OF DRAINAGE FLOW
SWALE & DIRECTION OF FLOW
t
U HANDICAPPED PARKING SPACE
PIPE
CMP CORRUGATED METAL PIPE
D.I,P, DUCTILE IRON PIPE
PVC POLYVINYL CHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
ERCP ELLIPTICAL REINFORCED CONCRETE PIPE
STR. STORM SEWER STRUCTURE
Mnnnrv UNDERDRAIN
STRUCTURES
--®-- AIR RELEASE VALVE
-iF- GATE VALVE W/ BOX
IF FIRE HYDRANT
PERMANENT BLOW-OFF W/ BACTERIAL SAMPLE POINT
-? TEMPORARY BLOW-OFF
---' BACTERIAL SAMPLE POINT
--s PIPE PLUG
-?-- WATER METER
-?-- REDUCER
--C2RZ`- _ BACKFLOW PREVENTER/ABOVE GROUND METER
--?-- SANITARY SEWER MANHOLE
I^-w SANITARY SEWER LATERAL & CLEAN-OUT
-*-- PUMP STATION
-F- STORM SEWER & STRUCTURE
•-?? HEADWALL
-F CONTROL STRUCTURE
HE MITERED END SECTION
NOTE: OPEN SYMBOLS AND DASHED LINES DENOTE
EXISTING IMPROVEMENTS
SITE PLAN
RESORT LADANE
MAR&IIIII HARBOUR PROPERTIES
BRUNSWICK COUNTY, NC
CALABASH, NC
DEVELOPED BY:
MARSH HARBOUR RESORTS, LLC.
POST OFFICE BOX 7750
SOUTH BRUNSWICK, NC 28470
PROPERTY OWNER-
MARSH HARBOUR RESORTS, LLC.
2 CAUSEWAY DRIVE
OCEAN ISLE BEACH, NC 28469
PROJECT LOCATION

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17
CALABASH

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179

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17

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PROJECT SITE
PREPARED IN THE OFFICE OF:
Kimley-Horn
and Associates, Inc.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: [phone] FAX: [phone]
aon oo t?fo ?
INDEX TO SHEETS
SNOT DESCRIPTION
COVER SHEET
1 GENERAL NOTES
2 MASTER SITE 6N
DRAINAGE MASTER PLAN
STORMWATER MANAGEMENT PLANS
L CONSTRUCTION DETAILS
MARINA SECTIONS
";"
158 PRELIMINARY SEWER PLAN

REVISIONS
NO, I DATE I DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was ?. %
s
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley-Horn .
'tAL
5
and Associates, Inc. sholl be without liability to Kimley-Horn 1725
and Associotes, Inc. " v'+fNCME`''8
MiT^E........
?
Copyright Kimley-Horn and Associates, Inc.. 1999 y
DAA NC. V:Yala05101\Cwun\D$1Dlral,e.e 1-9-00 5.0e:40 " tsl aFH:
DATE: JOB NUMBER:
APRIL 20, 2000 018051001
?A
S
PAVING
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, TOWN OF CALABASH
AND THE BRUNSWICK COUNTY STANDARD SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT
AND GENERAL DESIGN STANDARDS.
2. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS,
MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES.
3. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE
CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE
FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR
TO PLACEMENT.
4. ALL BACKFIELD AND FILL SOILS SHOULD BE NON-PLASTIC AND GRANULAR IN NATURE OR
APPROVED BY SOILS ENGINEER AND SHOULD BE PLACED IN MAXIMUM EIGHT (8.0) INCH
COMPACTED LIFTS. EACH LIFT SHOULD BE COMPACTED TO AT LEAST NINETY-FIVE PERCENT
(95%) OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
5. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING
IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS.
THE NOMINATION OF THE TESTING LABORATORY AND THE PAVEMENT OF SUCH TESTING
SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE
LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE
WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE TOWN'S SPECIFICATIONS.
6. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC
STREETS SHALL CONFORM TO THE NCDOT STANDARDS.
7. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL CONFORMING TO ASTM
A-615, GRADE 60, AND SHALL BE SUPPORTED BY BAR CHAIRS.
STORM DRAINAGE
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, TOWN OF CALABASH,
AND THE BRUNSWICK COUNTY STANDARD SPECIFICATIONS AND GENERAL DESIGN STANDARDS.
2. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS,
MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL
PHASES OF CONSTRUCTION.
4. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING
THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL
UTILITIES CROSSING THE STORM SEWER.
5. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES
NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER.
6. THE INSPECTOR SHALL INSPECT ALL "PUBLIC" CONSTRUCTION. THE CONTRACTOR'S BID
PRICE SHALL INCLUDE ALL INSPECTION FEES.
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR
TO COMMENCING CONSTRUCTION.
GRADING
1. ALL CONSTRUCTION SIIALL BE IN ACCORDANCE WITH THESE PLANS, TOWN OF CALABASH, AND
THE FINAL GEOTECHNICAL REPORT AND GENERAL DESIGN STANDARDS.
2.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AS SHOWN ON
THE APPROVED EROSION CONTROL PLAN. ADDITIONAL MEASURES MAY BE REQUIRED AND
SHALL BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER, TOWN INSPECTOR
OR THE STATE OF NORTH CAROLINA
3. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES. SIGNS.
MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES.
4. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE
CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE
FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR
TO PLACEMENT.
5. GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED
UTILITY ADJUSTMENTS AND/OR RELOCATIONS.
6. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING
IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS.
THE NOMINATION OF THE TESTING LABORATORY AND THE PAYMENTS FOR SUCH TESTING
SERVICES SHALL BE MADE BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE
LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE
CONTRACTOR'S RESHON$IBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK
CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE TOWN'S SPECIFICATIONS AND THESE PLANS.
7 CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS PRIOR
TO CONSTRUCTION.
8. REFER TO PLAN AND PROFILE SHEETS FOR EROSION CONTROL DEVICES TO BE INSTALLED
PRIOR TO COMMENCING CONSTRUCTION.
9. NO TREE WITHIN THE TREE PROTECTION AREA SHALL BE REMOVED OR DAMAGED WITHOUT
PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL
BE PRESERVED WHENEVER POSSIBLE.
WATER & SEWER
1. ALL MATERIALS AND WORKMANSHIP TO CONFORM TO THE REQUIREMENTS SET FORTH
BY THE TOWN OF CALABASH, AND BRUNSWICK COUNTY.
2. IN THE EVENT AN ITEM IS NOT COVERED BY THESE PLANS, THEN THE TOWN OF CALABASH,
AND THE BRUNSWICK COUNTY GENERAL SPECIFICATIONS COVERING SUCH ITEMS SHALL APPLY.
3. WATER MAINS SHALL BE DUCTILE IRON PIPE AS SHOWN ON PLANS,
AND PER TOWN OF CALABASH STANDARDS.
4. SEWER PIPE SHALL BE MINIMUM SOR 35 PVC PIPE WITH FACTORY INSTALLED JOINTS
USING MATERIALS HAVING RESILIENT PROPERTIES CONFORMING TO THE SPECIFICATION
SET FORTH IN ASTM DESIGNATION C-425 (PVC BY DICKEY IS SUCH A JOINT).
5. FIRE HYDRANTS SHALL BE NATIONAL STANDARD THREADS PER TOWN OF CALABASH.
6. FIRE HYDRANTS SHALL BE LOCATED A MINIMUM OF 2'-5' FROM THE BACK OF CURB
PER TOWN OF CALABASH.
7, IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY EXACT LOCATIONS OF EXISTING
PUBLIC AND PRIVATE UTILITIES AND SERVICES PRIOR TO COMMENCING CONSTRUCTION.
8. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ON THESE PLANS
ARE FROM TOWN AND UTILITY COMPANY RECORDS ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE
FOR LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING "AS-BUILT" PLANS TO THE ENGINEER
SHOWING THE LOCATION OF WATER AND SEWER SERVICES AND ANY DEVIATIONS FROM PLANS
MADE DURING CONSTRUCTION, THE ENGINEER WILL PROVIDE RECORD PLAN TO THE TOWN OF CALABASH,
AND BRUNSWICK COUNTY.
10. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES
NECESSARY FOR COMPLETE INSTALLATION OF THE UTILITIES. ALL PUBLIC PIPE,
STRUCTURES, AND FITTINGS SHALL BE INSPECTED BY THE TOWN INSPECTOR PRIOR TO BEING
COVERED. THE INSPECTOR MUST ALSO BE PRESENT DURING DISINFECTION AND PRESSURE
TESTING OF ALL MAINS, THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION
FEES.
11. WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" BELOW PROPOSED SUB GRADE.
12. ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED PRIOR
TO STRUCTURAL CONSTRUCTION.
13. ALL WATER LINE JOINT RESTRAINTS SHALL BE FLANGE BY M.J. TYPE (MEGA. LUG)
GENERAL NOTES,
1. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT ROAD
AND BRIDGE STANDARDS. THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL HANDBOOK AND THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF
THESE STANDERDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT
SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE TOWN OF
CALABASH MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL
BE CONSTRUCTED AND TESTED TO CONFORM TO STATE OF NORTH
CAROLINA / STATE BOARD OF HEALTH WATERWORKS AND/OR
SEWAGE REGULATIONS AND THE TOWN OF CALABASH
DESIGN AND CONSTRUCTION STANDARDS MANUAL.
2. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS
APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN
OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE, ALL
EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
3. ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE
OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER NON-
COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY
MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS
DERIVED FROM ANY SOURCE.
4, MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY
PURPOSE, BACK-FILL AROUND DRAINAGE STRUCTURES OR IN
UTILITY TRENCHES FOR ANY OTHER DEWESS10N REQUIRING FILL
OR BACK-FILL SHALL BE COMPACTED YO 95% OF MAXIMUM
DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS
SET OUT IN ASTM STANDARD D-698, THE CONTRACTOR SHALL,
PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACK-
FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST
TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS
REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE
PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED
MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS
MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING
THE LABORATORY.
5. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE
WITH THE TRAFFIC CONTROL PLAN, THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND AS FURTHER DIRECTED BY TOWN INSPECTORS
AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND
SPECIFICATIONS AND SITE CONDITIONS OR ANY
INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR
SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH
INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE
CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE
CONTRACTOR'S RISK.
7. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE
START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE
THE MEETING WITH THE TOWN ENGINEERING DEPARTMENT.
8, ALL DUCTILE IRON PIPE SHALL BE U.S. DUCTILE IRON CLASS 50 PIPE.
9. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY.
PREPARED IN I HE OFFICE OF: ULILNI: OCEAN HARBOUR d;?D n a .,
`-'-DD ,
YHVJL`1: RESORT LADANE

T Kimle -Horn
Y
GOLF RESORTS, LLC 9/ ?.eexn,I. OCEAN HARBOUR

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P.O. BOX 33M -RALEIGH, NORTH CAROLINA 2,898-3088
GENERAL NOTES

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Kimle -Horn??`?
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and Associates Inc. ; FfzS, _?, MARSH HARBOUR
TITLE:
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Th dommm4 togeltrtr r?lh the concml. and dedq s presmled he, n• as m mslrument of seice, is Nlwded mly Is, the specific p ,pose and tlbnl Iw xhi[h it •as prepared. Reutt '?2 ;,r'••• "'
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(ACRES) IMPERVIOUS

(%)
A
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A 2.96 62
B 2.84 60
C 3.39 67
D 1.96" 100
E 1.85 90
F 4.75 53
G 4.83 70
H 4.26 69
I 4.95 55
J 4.01 57
K 2.07 70
L 4.94 56
Y 1.88 38
Z 4.30 74
r ROOF AND SIDEWALK AREAS ONLY
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DRAINAGE
BASIN
TOTAL
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(ACRES)
IMPERVIOUS

(%)
A
M 12.76 60%+
N 6.76 60%'
P 7.87 60%+
0 1.30 0
R 1.09 0
S 19.10 20%"*
T 2.53 0
U 1.21 0
V 3.42 40%"
W 1.30 0
X 2.37 0
AA 0.68 0
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FUTURE PROJECTS WILL BE DESIGNED ACCORDING TO
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\?• PREPARED IN THE OFFICE OF: CLIENT: p DOO 31 00 PROJECT;
MARSH HARBOUR` MARSH HARBOUR
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qv. M-. RINDbe OAI[, DReYN m` bdM[p pY:
This -ml, Ioge1M riU Ue concryle vnd deigI -tct h«oin, - an nelrvmml of ,mdn a 'Mc,d only la the specific porpo,, and WM Iw rh eh It w, prepaed. Its- k, y. IX4dlD Br.
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PHONE: [phone] FAX: [phone] MANAGEMENT ,
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PHONE [phone] FAX, (61p) 677 2050

TORMWATER MANAGEMENT

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MATCH LINE SEE SHEET NO. 12
PREPARED IN THE OFFICE OF: CLIEN
Kimley-Horn
and Associates, Inc. TITLE
P.O. BOX 33068 - RALEIGH, NORM CAHOLMA 27636-3068
PHONE: [phone] PAXt [phone]
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GENERAL NOTES
1. INSTALLATION OF COVER, PUMP ANCHOR BOLTS. GUIDE PALS. ETC. MUST BE COORDINATED MATH THE MANUFACTURERS
DETAILS AND SPECIFICATIONS AS PROVIDED BY THE ENGINEER.
2. PUMP STATION SHALL INCLUDE VALVE VAULT AND WEFAELL. COMPLETE WITH WALL AND SUB CONSTRUCTION.
ACCESS FRAMES WRH DOORS AND ALL OTHER APPURTENANT CONSTRUCTION FIEMS MO MATERIALS.
1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES FOR CONSTRUCTION AND MAINTENANCE OF ALL
EQUIPMENT AND PARTS.
4. IF COAL TAR EPOXY IS FIELD APPLIED BY PRESSURE SPRAY. CONTRACTOR SHALL PROVIDE
PROTECTION AGAINST GVERSPRAY ON PLUMBING ITEMS N THE VALVE VAULT AND ON THE STAINLESS STEEL
LIFT CHAIN. GUIDE W. LIQUID SENSORS AND PUMPS IN THE PUMP STATION WETWELL.
5. ALL NUTS, BOLTS, WASHERS AND OTHER HARDWARE SHALE BE 316 STAINLESS STEEL
6. ALL ELEVATIONS ARE BASED ON (N.GNO); NATIONAL GEODETIC VERTCAL DATUM AND HAD 83.
]. MANUFACTURER SHALL PROVIDE CLEARANCE BETWEEN SLIDE RAIL SYSTEM AND FLANGE ON REDUCER.
8. ALL PIPING SHALL BE SCH BO PVC TO A POINT 2" OUTSIDE THE VALVE VAULT.
9. ' 2" INCH DISCHARGE SUBMERSIBLE PUMP AS MANUFACTERED BY HYDROMATIC PUMP 00 OR EQUAL.,
PUMP SHALL HAVE THE CAPACITY AND RANGE SET FORTH ON MIS SHEET AS THE
".'REQUIRED PUMP PERFORMANCE CURVE'. OR EQUAL. PUMP PERFORMANCE DATA WILL BE
REQUIRED AS SET FORTH N THE SPECIFICATIONS. CONTRACTOR Sw VERIFY LOCAL VOLTAGE PRIOR
TO PLACEMENT OF PUMP ORDER.
10. 46,66 ACCESS FRAME WHIT HINGED AND HASP EQUIPPED COVER, TWO UPPER
GUIDE HOLDERS, CHAIN HOLDERS AND CABLE HOLDERS. ACCESS FRAMES SHALL BE ALUMINUM. H-20
LOADING WITH OPTIONS. '-`
11. 15 X 30' ACCESS FRAME WITH HASP EQUIPPED COVER.
12. APPLY TWO 24 MILS DFT OF COAL TAR EPOXY ON INTERIOR SURFACES OF THE WETWELL
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PLAN
STAHLESS STEEL
CABLE HOLDER
STAINLESS STEEL ACCESS DOOR.
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LE MANUAL RELEASE.
MOUNTED
A
HNSi SEE NOTE 10
COVER
F AND STAILI
(
EACH DOOR)
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9
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SUPPORT AS REQUIRED
BRICK SUPPORTS `CONCRETE FILL
VALVE VAULT
2-? PVC DRAIN WITH 'TIDEFILX'
OII LL VALVE BY RED VALVE,
IGNAL
TYPE 316
STAINLESS STEEL
LIFTING CHAIN
2 1/2 'X 2- REDUCER
SEE GENERAL NOTE B.

-- 4- SCH 80 GAL. STEEL VENT PIPE
PUMP AND FLOAT WIRING
+?\ SNALL BE RUN IN SEPARATE
\ 2PC CONWIT
' S.
2 SEALED CONOUIIS REQUIRED,

SENSOR
F
R
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S
FLUID LEVELS
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6
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IMLUENT ELEVATION (4.00)
E HIGH WRIER ALARM ELEVATION (5.00)

PUMP ON ELEVATION (4.00)
PUMP OFF ELEVATION (0.00)
INFILTRATION
BASIN
A ?RCd 21• RCP
TO INFl - TO INFIL.
1B• R ( 1 16 aV
INLET INLET
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WEIR
II
A '-J Is- aCP
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SECTION A-A
BYPASS STRUCTURE #1
PIAK
A
PLAN
SECTION A-A
BYPASS STRUCTURE #10
u•a?'
0A
SECTION A-A
BYPASS STRUCTURE #12A
t
A+O be
CMP
70 STORAGE
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1 A• _LNFILTRATION -
2K' RCP
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ET INLET
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TOP 26.5.
18'PCP? `
WEIR-2u TOP OF STORAGE 25.0 r. _IGo 12
AN OLD
TER L
_ 2,• RCV _ '- - RA BOTTOM 39
Ev.
TO INFIL.
18 RCP INV- 8.Q_ 24' CMP MANIFOLD
ETM AG
22. TO STORRAG LATERAL
r
70 RCP -INV- BOTTOM-210 ,
O I/
NV-7.13 Hv
5.0 CH MARK ELEV Nv 6k
4.0
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SECTION A-A
SECTION A-A SECTION A-A
SECTION A-A
BYPASS STRUCTURE #2 BYPASS STRUCTURE #11B BYPASS STRUCTURE #7 BYPASS STRUCTURE #126
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SECTION A-A
BYPASS STRUCTURE # 11A
J, 4
4y
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SEASONIAL HIGH
WATER TABLE
::]6_
20"
1'-0' VALLEY CURB AND GUTTER
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I ?'-0• I 6•
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PAINTED WHITE TO
BEGIN EVEVAnON
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I----
11NW.
DISPERSION I 1/1 BASIN
HIGH WIDTH
BERM
BASIN BOTTda
CONTOUR
1/1 BASIN III IN.
A
FLOW
DIRECTION
0
RUNE MDTH
3 120'
4 8.0'
5 120'
6 120'
7 120'
8 120'
13 120'
W
VARIES
SEE SCHEDULE
DETAIL
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I.00'
CONTROL ELEV (STORAGE ELEV.) LEVEL
SEE PLANS FOR TOP OF STORAGE ELEVATION
4• MICR
SECT ON A-A
CONCRETE
TO
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SECTION A-A
STORM WATER STORAGE UNITS
LOCAL RE IDENTIAL SECTION
n
PLAN VIEW
BYPASS DEVICE
(FLUME TYPE)
SCHEDULE
-------------------
-
ELEV
- -15.00
GROUP ESI
SECTION GG
... __._........ l.. .......
5.09
MW 29
MS4 055 'I
MLY IA -...11__ . _.i ..._......
WITH NA RAIL
i
0.00
100.00
RITX HANDRAIL .. ............. -. ......_...__ .'..... _...
_...__.. ._.__._ .. .. .. ___..... .. L.., ...... 'li
RETAINING RAIL
W17H HANDRAIL
I
I
200.00 300.00 400.00 500.00 600.00 10 BACKFlLL NOTES:
1. THE BACKFlLL IS REQUIRED TO BE A
FREE DRAINING MATERIAL TO THE HIGH
WATER LEVEL (HWL)
1. UNDER HIGH WAVE ACTION, EXTEND ;FILTER
MEMBRANE UNDER LOW PERME 1L? /
.'
AND TERMINATE UNDER CAP LAYER.'
KEYSTONE 4" CAP UNIT-\
I
HWL 64F
KEYSTONE STANDARD UNI
RIP RAP STONE LAYER
(FOR EROSIONAL CONTROL)--\
HANDRAIL
10' BOARDWALK
RETAINED SOIL
..w? FREE DRAINING /
MATERIAL
LEp CTH;
APPROXIMATE
EXCAVATION LINE
FINISHED GRADE
/%
GEOSYNTHETIC FABRIC
UNIT CORE FILL
GEOSYNTHETIC FABRIC (d4' CRUSHED
RROOCK OR STONE)
UNREINFORCED CONCRETE OR
CRUSHED STONE LEVELING PAD
TYPICAL REINFORCED BULKHEAD SECTION
STANDA4P UNIT - NEAR VERTICAL SETBACK
N.T.S.
55.00 ._.. .. ., _....... . ......... .. ......__ .. .. _.-...___ - _. _. ."_
I
45.Od ..
- FIN FL ELEV. - 46.00 JDRIVE AREA _
1 - I-
10' BOARDWALK 3 STORY T0M'NHOUSE - - PARKING AREA

2500 - MAX. BUILDING HEIGHT 35.0

. WITH HANDRAIL
:

ISD(...
_TOP_Of.YP1L-145A
-
.
_._______.____. FI
'16.00
N L

i
.... ... ._..... T_..._
J WALL
I
_MHv

055

ISi
TO BE REn4EA
D -

_... VITH H HANDR IL
WITH
.._.

.. .. .I. __ .....--- ... .. _...
50
4
.. MLV
._ EV BULKHEA _.
DATUM ELEV WITH HANDRAIL
-15.00
GROUP MARI
SECTION DO 0.00 100.00 200.00
400.00 5 0.00
300.00
PREPARED IN THE DEiIGE AF., CLIENT: MARSH HARBOUR 64 -033, °° YN° RESORT LADANE
Kimle Horn ?f roR#
y? GOLF RESORTS, LLC 4PBELL , : MARSH HARBOUR
17265
GOLF LINKS
An. ee: Fit-' u10BBSIMICAwAA 'All! ..;; n; '!.-2 ..,;T 0-: wA-Br tX-D ex and Associates) Inc, TI TLE'. P,-A??` IXR 1)
IM1N 0a-I, t= .Flt, IAA - " R04 4,nBA, --1. -6.,, <, 0A n,10,A«I;1 ,.m. n nlmma ;, 1« m. -;Ii, R-50 ,A4 F AI 1« .n?,A H .a, ,.,w"a. R« MARINA „ yFS B •?Q„4?g` OLS 9AKr «weoe
cl AAa ro? ,wUAC, AIM 4A<?mml .IIAwI .,nlm av1A«I,p1im m4 A4aptAAm Hy K MrH„A AnxiAM,, m,. NAR H, •IINWI IIASinr IA Kimiry-HOm An4 A„ab1„ HA. P.o. Box 33088 - RALEICiFi NORTH OAflOL NA s7s3e-3oee SECTIONS _ ,.. -0 MES
croxy l nH4 Nam ,A4 w,ACX1<,, IM., IDBB PHONE [phone] FAX, (90) 677-2050 SEAL, JRC 018051001 15A « 15

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PoMEoIN THE Ea CLIENT: MARSH HARBOUR ,°° 'R°J"T RESORT LADANE
KimleyHorn GOLF RESORTS, LLC
A°'ICA` _"E MARSH HARBOUR
s
Hem: PC- u\0Ie9s,m,ea„05,4b,58.a9 5-3-00 10-.2452 m ES, and Associates Inc. TITLE DLH GOLF LINKS
Ibis d-hem. l the, .¢, the °m° I, me ens ) `s..`?ekc?t, `e? xnam o..
a<°,am,< m,?: ,?,nW ;° m?',a^?r , ,, DY'xm ?°?o° ?o,;. thifK Goa P %W, ?i<°I ,° he Ki?-ky °a°a?°?°b;w,c PO BOX 33068 H,NORTH WA276363066 PRELIMINARY SEWER PLAN s,.......: JR°
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Copielgh, eimny-Na, ova eyucm,s. Ile.. 1999 PHONE: [phone] FAX: (91i) 677-2050 Scu: -7, 8°51°01 15B a 15