20000822 Ver 2_CAMA Application_20070827

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NCDENR
North Carolina Department of Environment anti Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
EXPRESS PERMIT
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August 22, 2007 ~' ~~p~?7
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MEMORANDUM: =
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TO: Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Jason Dail
Express Permits Coordinator; Wilmington Regional Office 04-16-33
SUBJECT: CAMA /Dredge & Fill EXPRESS Permit Application Review
Applicant: Marsh Harbor Resorts, LLC
Project Location: 10155 Beach Dr., adjacent to the Calabash River, in Calabash, Brunswick County
Proposed Project: Applicant proposes to construct a hotel with associated amenities and parking,
condominiums, clubhouse, restaurant and bulkhead, and to perform maintenance
dredging within the manna basin, canal and entrance channel.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by Sept. 15, 2007. If you have any questions regarding the proposed project,
please contact Jason Dail at (910) 796-721.5, 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
r incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Pflone: 910-796-72151Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity 1 AfTirmative Action Employer - 50% Recycled \10% Post Consumer Paper

Marsh Harbour Resorts
Express CAMA Major Permit Application
20 August 2007
Purpose:
Marsh Harbour Resorts, LLC, requests a CAMA Major Permit to authorize work at the
existing Marsh Harbour Resort. Marsh Harbour Resort is located in the Town ~of
Calabash, NC, off NC HWY 179, with an address of 10155 Beach Drive. Two parcels
owned by Marsh Harbour Resorts, LLC, total approximately 212-acres in size. Both
parcels abut the Calabash River. One parcel contains a roughly 16-acre upland marina
basin. Work proposed in this application will involve the 75' Coastal Shoreline AEC and
the Public Trust AEC located on/adjacent to the marina parcel.
Existing Conditions/Previous Permits:
Portions of the property have been previously developed. As mentioned, the marina
basin exists with shoreline stabilization and a dock system. A golf course and clubhouse
exist but are not currently in use. Other development includes a management office, pool
and tennis courts, parking lots, and townhomes which are still in the ownership of Marsh
Harbour Resorts, LLC. Previous permits authorizing development include but are not
limited to: (1) CAMA Pernlit 11-97 (2) ACOE Action ID 199701640 and (3) SW
920522.
Proposed Work:
This application proposes to re-authorize work previously authorized in 2000 under
CAMA Permit 11=97. Land development will include construction of a hotel with
associated amenities and parking, condominiums, clubhouse, and restaurant. All work
previously authorized under CAMA Permit 11-97 in 2000 is requested, with minor
changes described below. Site plans from the 2000 application are included in this
application as Appendices A-P. Currently proposed changes to those plans are shown on
Sheets 5-8. Maintenance dredging within the existing basin and channel is also proposed.
Proposed Changes to Bulkhead:
O
Approximately 5,500 linear feet of shoreline stabilization currently around the mama ~~
basin. Approximately 2,500 linear feet would be replaced with new concrete bulkh -:~ ~-¢~
All new bulkheading would be aligned waterward of the existing bulkhead an avera~~,
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. Placement of the bulkhead waterward of the existing bulkhead will create a ~0~
to 8
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Coastal Shoreline Buffer that was not required at the time of 2000 application. Backfi`# C ~--
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will he clean sand and will be an estimated 6,214 cy in volume. y ~
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Proposed Chances within AEC: ~ ~
Previously planned concrete walkways, sidewalks, and parking that will now be withir~ '~-_=='~
~
the 30' Coastal Shoreline Buffer will be changed to pervious wooden walkways or wily _-. f
be deleted. All wooden walkways will be elevated at least 1' above ground surface.
Impervious cover within the 75' AEC will be reduced by approximately 8,080 sq.ft. See
the attachment to MP-3 for proposed changes.

An upland Swale at the head of the basin will be filled. Area to be filled is approximately
28,000 sq.ft. in size and fill volume will be approximately 6,222 cy.
Proposed Maintenance Dredaina:
Maintenance dredging within the existing basin is proposed to a final depth of -8' MLW.
Average existing depth in the basin is estimated to be -2' MLW. Maintenance dredging
in the marina's entrance channel and within the Calabash River will connect to the
natural -10' MLW contour or the edge of the Calabash River channel, whichever is
closest. Final depths will not exceed that of the river channel. Excavated volume is
estimated to be 146,000 cy. Material will be temporarily stored and de-watered in a
diked disposal area on upland at the NW corner of the basin. De-canted water will be
piped back into the basin. Excavation will be done with either hydraulic dredging, barge-
mounted excavator, and/or land-based excavator.
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Marsh Harbor Resorts, LLC
2. LOCATION OF PROJECT SITE: Located at 10155 Beach Drive, adjacent to the Calabash River, in
Calabash, Brunswick County
Photo Index - 2006: 3-6145, I-T, 1-9 2000: 3-28, E-P, 16-24 1995: 3-27, I-R, 11-14
State Plane Coordinates - X: 648974 Y: 15429 GPS File: V-062114A
Lat: 33°53' 17.943" Long: 78°34'22.938"
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/21/07
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -completed 8/22/07
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Town of Calabash
Land Classification From LUP -Developed/Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Marina:Yes Upland Development: No
(D) Intended Use: Residential S/d
(E) Wastewater Treatment: Existing -Municipal Planned -Municipal
(F) Type of Structures: Existing -Existing marina with docks, associated driveways and parking areas,
bulkhead, management office, tennis court, swimming pool and townhomes.
Planned -Reauthorize the previously permitted development, construct a new bulkhead waterward of
the existing bulkhead, fill approximately 28,000 sq. ft. of uplands, and perform maintenance dredging
within the basin, access canal and entrance channel, upland development would include a hotel with
associated amenities, condominiums clubhouse and restaurant.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FII,i,F.n nTUFR
(A) Vegetated Wetlands
("404" type and coastal)

(B) Non-Vegetated Wetlands 695,000 sq. ft. 14,725sq.ft.

Open water (maintenance (bulkhead
dredging) backfill)
(C) Other -High ground 450,532 sq. ft. 100 acres
(disposal area (disturbed -high
and upland fill) ground
development)
(D) Total Area Disturbed: 126.6 acres (5,501,497 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant is requesting approval to develop the subject property, to include the
construction of a hotel with associated amenities and parking, condominiums, clubhouse, restaurant and
bulkhead. Additionally, the applicant proposes to perform maintenance dredging within the marina basin, canal
and entrance channel.

Marsh Harbor Resorts, LLC
Page Two
9. PROJECT DESCRIPTION:
The applicant is requesting approval under the CAMA Express Permitting Program for the proposed
development.
Please note that the original Field Investigation Report (FIR) for Marsh Harbor Marina, was prepared by Ed
Brooks and circulated on 11 /4/1996, and a second FIR for Marsh Harbor Resorts, LLC was prepared by Janet
Russell, and circulated on 6/I 5/2000. It is understandable that not all resource agencies will have copies ofthe
previous FIR's, so a brief description of the property, and permit history will be discussed below.
The Marsh Harbor 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 sloping concrete bulkhead walls. There are several existing piers and docks within the marina basin
providing boating access.
The 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 30'. Much earthwork would be required during the
development of the property.
This property has a long history with various owners and varied development plans. CAMA Major Permit #74-
82, was issued on June 23, 1982 to Marsh Harbor Yacht and Golf Links, Inc. This permit was for coquina
mining and marina development. The permit was renewed and modified through 1988. The properly was sold
and the permit transferred to Charles Kronenwetter, expiring on December 3 I, 1990. In 1996, the property was
acquired by Odell Williamson. Mr. Williamson applied for a permit for development of the upland property
and maintenance dredging ofthe existing marina basin. CAMA Major Permit #11-97 was issued on June 13,
1997, expiring on December 31, 2000. Subsequently, the permit was transferred to the present properly owner,
Marsh Harbour Resort, LLC, on October 5, 1999. The Resort was partially developed under CAMA Major
Permit #11-97 and the applicant is now seeking to continue the development ofthe, as originally applied for
under CAMA Major Permit # 11-97, with the exception of the proposed bulkhead realignment and relocation of
certain structures outside of the 30' Coastal Shoreline buffer. Impervious coverage originally permitted within
the 30' buffer has been eliminated and/or replaced with wood decking.
The waters of Calabash Creek in the vicinity of the project area are classified "SA" by the Division of Water
Quality. The area immediately adjacent to the project site is NOT designated as a Primary Nursery Area by the
Division of Marine Fisheries, and according to maps provided by Shellfish Sanitation, the area adjacent to the
project site is CLOSED to the harvesting of shellfish.
PROPOSED PROJECT: The applicant is currently seeking to have the previous development repermitted, as
originally permitted, with the exception of 2,500 linear feet of new bulkhead, changes to the originally permitted
structures located within the Coastal Shoreline 30' buffer, and the relocation of dredged spoil material from the
proposed maintenance excavation.
To partially recite the previous FIR, and to keep within the intent of the previously permitted development
activities, 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. Paved access roads and
parking lots are also proposed, Nine stor.:: ex,ater i::filtration ponds v~;ll be constructed to coiiect the first I .~
inches of rainfall.

i ) .^ 1 ',.
Marsh Harbor R~eSorts LLC ~ " "
Page Three
The engineer for the project has calculated an impervious surface area of 27.5% within the 75' Estuarine
Shoreline Area of Environmental Concern (AEC). Also noted is that 100% ofthe runoff from the impervious
area will be captured in an infiltration basin or proposed stonnwater pond. The supporting calculation is
submitted as part of the application package.
The existing shoreline around the marina basin (approximately 5,500 linear feet) is stabilized by a rolled
concrete bulkhead and partial rip-rap material. For structural concerns, and to maintain a 30' buffer from
Normal High Water (NHW), certain areas of the bulkhead need to be repaired, replaced and/or relocated. The
applicant is proposing to reconstruct approximately 2,500 linear feet of new bulkhead waterward of the
existing bulkhead. According to the permit application, the new wall (keystone concrete designed to slope
towards the center of the basin) would average approximately 6'- 8' waterward of the existing wall and would
extend approximately 25' waterward of the existing wall near what is noted on the. plan drawings as
"Stormwater Storage Structure 11 A". Approximately 6,214 cubic yards of material would be placed behind the
bulkhead as backfill.
It should be noted that the previously permitted upland development activities were authorized prior to the
adoption of the 30' Coastal Shoreline buffer Rules. At that time, the permittee was not required to maintain a
30' buffer between NHW and the proposed non-water dependent structures, and as such, numerous concrete
boardwalks, sidewalks and parking areas were approved under CAMA Major Permit #11-97. The new
proposal indicates that these previously permitted structures have been eliminated and/or replaced with
pervious wood decking in order to meet the current buffer Rules.
Lastly, the applicant is proposing to perform maintenance dredging within the existing boat basin, access canal
and entrance channel to the originally permitted depth. According to the application and site drawings,
approximately 146,200 cu. yds. of material would be hydraulically excavated and pumped on-site to a
dedicated area of high ground. Approximately 9.7 acres of high ground have been dedicated for spoil
deposition. The spoil disposal area would be located in the northwest corner of the property, approximately
200'- 600' from the boat basin. The boat basin (1,000' x 600') would be dredged from the existing depth (-2.0'
Mean Low Water (MLW)) to -8.0' MLW. The dredged footprint of the access canal and entrance channel
would include a 100' (bottom cut) x 950' area, and final dredged contours would average -10.0' MLW within
the access channel and taper off to the depth of the adjoining federally maintained channel (approximately -
10.0 MLW). The top cut of the proposed dredging activities within the canal and entrance channel would be
cut/tapered at a 4:1 side slope from the edge of the bottom cut. The proposed dredging activities would remain
within the same footprint as originally permitted and as proposed, would not exceed the depths ofthe Calabash
River channel. According to the application package, the proposed dredging and spoil disposal activities would
not impact any "404" or coastal wetlands.
10. ANTICIPATED IMPACTS: The proposed upland development would disturb approximately 100 acres of
high ground. The bulkhead replacement would result in the filling of approximately 14,725 sq. ft. of open
water within the existing man-made basin. The boat basin, access canal and entrance channel maintenance
dredging would impact approximately 695,000 sq. ft. of previously dredged shallow bottom area. Additionally,
the entrance channel would be dredged to a depth of -10.0', or to the depth of the connecting federally
maintained channel. Spoil disposal would disturb approximately 450,532 sq. ft. ofhigh ground. As proposed, it
appears that the dredging and disposal activities would not impact Coastal Wetlands, Primary Nursery Areas
(PNA), Submerged Aquatic Vegetation (SAV) or open shellfishing waters. Increases in turbidity should be
expected during the dredging period however, no long term or adverse impacts are anticipated.
Submitted by: Jason Dail Date: August 22, 2007 Office: Wilmington

DCM M P-1
APPLICATION for --..
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
7. Primary Applicant/ Landowner Information
Business Name
Marsh Harbour Resorts, LLC Project Name (if applicable)
Marsh Harbour Resort
Applicant 1: First Name
Mr. Coleman MI Last Name
Ramsey
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
11 Causeway Drive PO Box City
Ocean Isle Beach State
NC
ZIP
28469 Country
Brunswick Phone No.
910 - 579 - 1659 ext. FAX No.
910 - 579 - 8895
Street Address. (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name MI Last Name
Rob Moul
Agent/ Contractor 2: First Name MI Last Name
Laura Stasavich
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 000 1 ext. - - ext.
FAX No. Contractor #
910 452 0060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave Suite 15 Wilmington NC 28403 -
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick 10155 Beach Dr.
Subdivision Name City State Zip
Calabash NC 28467 -
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
~~~~ Calabash River
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown Calabash River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ^No work falls within.
Town of Calabash
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
Upland marina basin has approx. 5,500 ft. of bulkheading 212 acres
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high wafer) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) ®NHW or ^NWL
e. Vegetation on tract
Property has been previously developed and contains golf fairways, landscaped areas, scrub pine, pampas grass, Bermuda
grass.
f. Man-made features and uses now on tract
Golf course and clubhouse. Upland marina basin with docks, bulkheading and riprap. Some townhomes.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
PUD (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ^Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ^Yes ®No ^NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property? ~i ~
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Form DCM MP-1 (Page 3 of 4)
it ~„ ,...-N r~ Ac i„r~•1, ;~ I t r.,c L .~, .Il,nn/ ~, r,n,k ~,~i'n.f
APPLICATION for
,,, / Major Development Permit
m. (i) Are there wetlands on the site? -' ems}-~,11t ~~1ra • W'~-tK~'~-S~ ~~U~ M, ®Yes ^No
U ~"S~r~~~/ n.~ p,,,2ec... - ~ctc~
(ii) Are there coastal wetlands on the site? pCJ~r~~1 0"~"' St/t'1~-'~ P/1/~~• ®Yes ^No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ..l ®Yes ^No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal system
o. Describe existing drinking water supply source.
Municipal system
p. Describe existing storm water management or treatment systems.
Per state-approved stormwater management plan SW 920522
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ~ ^Commercial ^Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private resort with associated marina.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard bulkhead construction, hydraulic dredging and/or bucket to barge dredgin g.
d. List all development activities you propose.
Work previously authorized by CAMA Permit 11-97 including grading, drainage, erosion control, upland development of
hotel, condominiums, and townhomes. Newly proposed work to:
1. Replace bulkhead within ex. man-made basin and maintain 30' coastal shoreli ne buffer.
2. Fill upland swale at head of basin.
3. Maintenence dredging within basin/entrance channel.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 100-acres total, 10-acres of which will
be temp. spoil disposal area
^Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No ^NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges to waters of the state proposed.
i. Will wastewater or stormwater be discharged into a wetland? ^ s ~~ ~1Fk, i .~~ ~, q-

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If yes, will this discharged water be of the same salinity as the receiving water --
•
o
j. Is there any mitigation proposed? ®NA , ©N~ j(
If yes, attach a mitigation proposal. J ~ ~~~!
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Form DCM MP-1 (Page 4 of 4)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP-?) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Edens Family LTD Partnership Phone.No,
Address 2500 Hwy 179, Little .River, 8C 29566
Name Calabash Investments, LLC Phone No.
Address 2511 S. Canterbury Rd., Wilmington, NC 28403
Name. Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Permit 11-97, USACE Action ID 199701640, NC SW
Permit SW 920522
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certificafion 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 the conditions and restrictions contained in the permit.
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 pr~o/vided in this application i/s truthful to the1best of my know/ledg~e~. 1
Date _~ o~~d / Print Name ~~f/Y~- ~/ ~Sk~fl/ ~-Q^V/ /~'{~ab~ ~ l
GC~`
Signature -'-"----:
Please indicate application attachments pertaining to your proposed project. ~ ~~1 „~ ~ r~-J ?p; Yt:
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®DCM MP-2 Excavation and Fill Infor ~, CM MP-5 Brid es Culverts ~ `i •-_~: ~" ,1~~
®DCM MP-3 Upland Development ~ ~~ ~~~`'~ g
^DCM MP-4 Structures Information ,_. ~, ~~~~ ~ f ~~~ t1
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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization)
Length 950 tt, NIA 1,000 N/A N/A N/A N/A
Width 100 600 N/A N/A
Avg. Existing -2 to -5 -2 NA NA
Depth
Final Project -10 -8 NA NA
Depth
1. EXCAVATION ^This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Submerged bottom, silt and silty sand.
146, 200 cy maintenance dredging within existing marina/channel.
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
d. High-ground excavation in cubic yards.
none
2. DISPOSAL OF EXCAVATED MATERIAL ^This section not applicabie
a. Location of disposal area. b. Dimensions of disposal area.
on-site, NW of basin 9.7 acres
c. (i) Do you claim title to disposal area?
®Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
^Yes ®No ^NA
(ii) If yes, where?
future maintenance dredging will be bucket to barge and
taken off-site
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
f. (i) Does the disposal include any area in the water?
^Yes ®No ^NA
(ii) If yes, how much water ~s affected?
N/A E ; j.~j r~ ,k~~ i
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COASTAL. ~A1VA~~MEIVT

3. SHORELINE STABILIZATION ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization: b. Length: 2 500 ft. off replacement bulkhead all within existing
®Bulkhead ^Riprap ^Breakwater/Sill ^Other: upland basin
Width: N/A
c. Average distance waterward of NHW or NWL: 6'-8' d. Maximum distance watenvard of NHW or NWL: 25'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
concrete bulkhead and grout mattress months?
^Yes ^No ®NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
N/A
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 6,214 cy Riprap Clean fill sand
Breakwater/Sill Other
i. Source of fill material.
per Contractor Delivery
4. OTHER F/LL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (il Will fill material be brought to the site? ®Yes ^No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water None
(iii) Dimensions of fill area 200' x 140' (28,000 sg. ft, 6,222 cvl
(iv) Purpose of fill
To fill upland swale at head of basin.
submerged aquatic vegetation (SAV); shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the fill in these areas:
N/A
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Dredged material will be placed in diked disposal area. A NC S&E hydraulic dredge and/or land & barge mounted excavator
plan will be obtained if required.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands, o ,(yam m,~,~rks~ortin egwpment to project
ii If esse®ain wh^aNA e and how the will be implemented. (ii) If yes, e^xpla ni t s tFtat'w~.I~H(.:.l~~Ie-ta~~q~ a~oid~ t;jni im e
() Y P Yp Y ~
Bulkheading will provide permanent erosion control for proposed environmenta ' acts. +
fill area. N/A ~S~U 'y ~ ~ ,
UU L ~
t (~ }-
t;Ui,~ DENT
Date
Applicant me
,~ " ~~~ Jl~ti/ ~,Q.S (YES
Project Name Ap ,i^ ..t Signature

Form DCM-A•fP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Majar 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 CONDOS,i,
l RESTAURANT. PHASE II, FUTURE PLANS INCLUDE
b. Number of lots or parcels (SEE BACK)
N/A
Density dive the number of residentia! units and the.
units per acre) _ 1.45 UNITS/ACRE
Size of area to be graded, filled or .disturbed
including roads, ditches, etc. APPROXIMATELY 66
ACRES (PHASE I), 34 ACRES (PHASE IT).
TOTAL - 100 AC.
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 sut:~rriitted to the Division of band
Resvurces? Yes X No UPON CAMA
If yes, date submitted APPR~ ONE WILL BE
SUBMITTED AT LEAST DAYS PRIOR
List the materials (such as marl, paver store,
asphalt, or concrete) to be used for paved surfaces.
_ASPHALT, CONCRETE, TILE, PAVER, MARL
g. Give the percentage of the tract within 75 fP.~i of
MHW ar NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious andlor built-upon surfaces, such a<5
pavement, buildings, rooftops,
vehicular driveways or parking.
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
~_ Yes 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.?
Have the. facilities described in Item i. above
received state or local approval? YES
(Attach appropriate docurnenration)FLOW ACCEPTANCE LETTER
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industriallcommercial effluent,
".wash down" and residential discharge).
.$ILR q('F RTiNOFF nN('F Ti~:i:,,;:.T..~::Iy''° ~pp3L:~i~L.
BMP MEASURES
1. Describe proposed
(e.g, well, commur
BRUNSWICK C!?TJ:
BLYTHE.
m. Will water be impo
If yes, how many ~(
drinking water supply source
-r;` ub~L s~stern, etc.)
~~~ ~ ~'~R` ~~'~~~~`~~~;~ CAROLINA
ed? Yes " X ~°
iti T}1~P~Ily:~_ STOI
INFILTRATION BASINS. CCO~/
ti ~
n. If the project is ~~c~~'~yglq{lment, w' '
was the lot(s) platted and recbrd'e#F?; .1;A~i`
` ~ ~= J1 ~'l~l ~-
Sid r ~T~or)~ 1 \ ~5ot~~5 ~C
or to be used for
27.5 HOWEVER, ,,~~ff .
i
iYevieed 03!95 ~~,,,(~-

Marsh Harbour Impervious area within the 75' CAMA buffer.
AREA ~ 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
Papa
~~~~
~~ti~ I
,...... r,_....:~_, ..
_.._
otal area within the 75' buffer ( 606181.50 13.92
Percent impervious 27.5°~0
100% of the impervious area is captured in an infiltration basin.

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~~ fi~ C~!`J~F~ {`J{a~or Permittlp~ii~cat~on Vicinity Map
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Map Source: Calabash/Little River Quadrangle 7. m~htitE ~ie1~~1990.
CAMeQ Major Permit Application
~~~-T Marsh Harbour Resorts, LLC USGS Topographic Map
LAND MANAGfiMENT GROUP rac /+
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8/2007 Sheet ~of

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~MENT
LING
LAND MAIVAGL~iLAT GROUP ivc
Environmental Consultants
CAMA i~iajor Fermii Appiicaii6rn
Marsh Harbour Resorts, LLC
Brunswick County, NC
1000 500 0 1000
SCALE 1 " = 1000'
1998 Aerial Photograph
8/zoos Sheet ~of

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DESIGN: gg REVISION SEGMENTAL WALL OPTIaN
DRAWN: 99 _ GNRY~GF2E ENE
cNECKED: - MARSH HARBOR BULKHEAD Ports and Harbors
~~~~ CAMA Major Permit Application
LANDMANAGEMGNTGROUPirrc Marsh Harbour Resorts, LLC
Environmental Consultants Brunswick County, NC I
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s/2oo7 Sheet ~` of
o~

"Boundaries are approximate and are ~~~~ ~ ~ 20~
not meant to be absolute.
Map Source: 1998 NAPP aerial photography
LMG CAMA Major Permit Application
LANDMANAGLML•ATTGROUPivc. MarSi1 HarbOUr ReSOrtS, LLC
Environments! Consulrants Brunswick County, NC
1000 500 0 1000
SCALE 1" = 1000'
1998 Aerial Photograph
si2oo7 Sheet ~of t
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~ xp
ACM WILMINGTOPv, 1~1C

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~iBACK STORM WATER STORAGE -PROPOSED S10RMWATER
STRUCIURE~- I18 EASEMENT
(31o LT 72" cMP)
STORM WATER STORAGE PUMPED TO INFIl1RAl10N Boitat+;'
STRUCTURE t1A 6ASIN N0 Ii a,7c~Flt hr.K __,
~N~4NAE1(T
PUMPED TO MFlLIRATION fs wftir
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•
•
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~ STRUCTURE N0 7
• ;' f 0
f • PUMPED i0 INFiLiRARpN
• ~ • BASIN/ 7
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• • BYPASS ----- '~
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~~
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SCALE 1" =100' _
LMG
LAND MANAGIiMP.N1' GROUP m4
Envl7onmental Consultnnts
CAMA Major Permit Application
Marsh Harbour Resorts, LLC
Brunswick County, NC
i
PRDPOSEti AccESS I 30' Coastal
EASEMENT (Shoreline Buf
PR~F=s r
L. cooFf! i
Rc~r C~: t„r
' t,vP, _- _ ----

INFlLTRAiION BASIN /3 75' Coa
Da=, 75 ac. Shoreline
53% IMPERI,DUS
BOTiOM ELEVATION-10.00
i~ OF STORAGE
ELEVARON=i1.50 _n
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j LMG Notes 812007:
1
~ _~
+ ~
Linear Feet of New Bulkhead Alignment =1
560 Ift. ~
l
\
,
Max. Distance Waterward of Exist. Bulkhead =12'
', ~A _ ~L, _
~~ -~~-
~ ~, Avg. Distance Waterward of Exist. Bulkhead = 8' ~

'Est. Volume of Backfill = 3,697 cy ,
s ~

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L! ~ i~
MATCHLINE SHEET N0. 4 ~!
DO-0822 V~
82007 Sheet 5 of 14
^~ i \ ~ ~~
i ~ T sETeAGK
i T ~
`~l mil" ~I ~~ ~
75 Coastal ~ ~ ~ I % ~~:I ", ~•"~~ti-. `., ~'
Shoreline AEC ~G ~ ~ I U ~ ~ t =~ >r ~ ~ a~ I~ I -'/~;;,,~~~-~~ y~
I ~~R ~UU/ ~~ \~ ~ ~ 1 :%Ut 1
,~
30' Coa~ gti+o`"~r R i to„
Shoreline Buffer ~±~r~rr '~ ~ ~~ ~ -- ' %-
~,~ ~o
- 1~ {
V ~ r ~~~
l ,, `EAOPO N1 AG 5S 7 CRETE ~~ r ~ A+ry ~~ j
SIDEWALK ~~ ~ % ~
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"` Linear Feet of Replacement Bulkhead = 150 Ift. { ~ ~*~ ~~ !rr , ' ~~.!rf~9 ~,
v Max. Distance Waterward of Exist. Bulkhead = 6' ~ ~~ ~ ! ( ~ ~ ~r ~~'~~ r
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LMG CAMA Major Permit Application
u,Nnn~nlncr;>,llniceourr~~ Marsh Harbour Resorts, LLC
EnaironrnFnrol Consulrnnrs Brunswick County, NC
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LAND MANAGEMENT GROUP Inc
Environmental Consufronts
CAMA Major Permit Application
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LMG CAMA Major Permit Application ~
Marsh harbour Resorts, LLC iINGT~
LAND MANAGEMENTGRGUPmc
Envrrunmenraf Cousultnnls BCUnSWICI(COUnty, NC 1 U
812007 Sheet of / `''

'~ ~ \ 1 1 L. V V 1 1 1 V 1-l V !l l r Lr. y
e
LEGEND
GENERAL
B.O.C.
E.O.P.
D.E.
U.E.
EL a ELEV,
INV.
LE
Ncw
PC
PI
PT
PVC
DVI
PVi
R/W or ROW -
SB
STA
CAN
CPL or CP&L
C
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BACK OF CURB or BACK Of GUTTER
EDGE OF PAVEMENT
DRAINAGE EASEMENT
U1ILITY EASEMENT
ELEVATION
STORM SEWER INVERT
LINEAL FEET
_ NATIONAL GEODETIC VERTICAL DATUM
POINT Of CURVATURE
POINT OF INTERSECTION
POINT OF TANGENCY
POINT DF VERTICAL CURVATURE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENCY
RIGHT DF WAY
Sql BORING
S1ATIgJ
CABLE TELEVISION
CAROLINA POWER ~ LIGHT
BASE LINE
AEI c _
FEET LEFT or FEET RIGHT
PROPOSED PAVEMENT ELEVATION
E%ISTING ELEVATION
DIRECTION OF DRAINAGE FLOW
SWALE & DIRECTION DF FLOW
HANDICAPPED PARKING SPACE
PIPE
CMP CORRUGATED METAL PIPE
D.LP. DUCTILE IRON PIPE
PVC POLYNNYL CHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
ERCP ELLIPTICACREINFORCEO CONCRETE PIPE
STR. STORM SEWER STRUCTURE
RM/WL UNDERDRAIN
STRUCTURES
AIR RELEASE vALVE
GATE VALVE W/ BOX
+~/~ FIRE HYDRANT
-~'_ PERMANENT BLDW-OFF W/ BACTERIAL SAMPLE POINT
-~ TEMPORARY BLOW-OFF
--~ BACTERIAL SAMPLE POINT
--a PIPE PLUG
-9- wgiER METER
-+- REDUCER
-~63}- _ BACHFLOW PREVENIER/aBOVE OROVND METER
- SANITARY SEWER MANHOLE
r--~--~t SANTARY SEWER LATERAL kCLEAN-OUT
-*-- PUMP STATION
~T STORM SEWER k STRUCNRE
-lf HEADWALL
-~ coNTRa srRUCTURE
--~ MITERED END SECTION
NOTE: DPEN SYTMBOLS AND DASHED LINES DENOTE
EXISTING IMPROVEMENTS
MARS~+ HARBOUR PROPERTIES
BRUNSWICK COUNTY, NC
CALABRSH. NC
DEVELOPED BV~
MARSH r ARBOUR RESORTS, LLC.
POST OFFICE BOX 7750
SOUTH BRUNSWICK, NC 28470
PROPERTY OWNER
MARSH HARBOUR RESORTS, LLC.
2 CAUSEWAY DRIVE
OCEAN ISLE BEACH, NC 28469

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PROJECT SITE
~ 2~ f 2~~ ~P4 ~h`1~
Q~
~~Iv
INDEX TO SHEETS
SHNDET DESCRIPTION
COVER SHEET
t GENERAL NOTES
2 MASTER SITE PLAN
3 DRAINAGE MASTER PLAN
4-12 STORMWATER MANAGEMENT PLANS
13-15 CONSTRUCTION DETAILS
15A MARINA SECTIONS
158 PRELIMINARY SEWER PLAN

_-. _ I_._.- .
REVISIONS
PREPARED IN THE OFFICE OF:
Kimley-Horn
~ and Associates, Inc,
P.O. BOX 33066 -RALEIGH, NORTH CAROLINA 27836-3068
This document, together with the concepts and designs
presented herein, os an Instrument of services, is intended
only for the specifc purpose and clfenl for which it was
prepared. Aeuse of and hnpraper refionce on this document
without wrlttan outhoriZOlion and odoplation by Kimley-Horn
and Assoclotes, Inc. shop be withal Gablllly to Kimley-Horn
and Assoclotes, Inc.
~pyYlghl Kimley-Horn and Assoclotes, Inc., 1999
oaewnc. w\dleosrm\caus\ommrm.a+s t-s-oo s; oe. so om [sr
DATE:
A C'1 t111 ~1 t1 X111 t1 t1
SE1L
17255
JOB NUMBER:
/110 t'1 ~ ~ ~1 f11
PROJECT LOCATION

rngrn~a
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, TOWN OF CALABASH
ANp THE BRUNSWICK COUNTY STANDARD SPECIFICATIONS, THE FINAL CEOTECHNICAL 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. 7HE 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 8Y 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 LffiS. EACH LIFT SHOULD BE COMPACTED TO AT LEAST NINETY-FIVE PERCENT
(95Z) OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY DENSITY AS DIRECTED BY THE
CEOTECHNICAL 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 ANO 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
WORN CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE TOWN'S SPECIFICATIONS.
6. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DENCES ON PUBLIC
STREETS SHALL CONFORM TO THE NCDDT STANDARDS.
7. ALL REINFORCING STEEL SHALL AE 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 CDNIRACTOR SHALL SALVAGE AP!n PROTECT ALL EXISTING POWER POLES, S!CNS,
MANHOLES, TELEPHONE RI^.ERS, WA~f?, `4L`,'ES, ETC. DURING ALL CONSTRUCTION PHASES.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL
PHASES OF CONSTRUC110N
4. THE CONTRACTOR SHAII 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 PROVDE 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.
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR
TO COMMENCING CONSTRUCTION.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE 'MTH 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
i0 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 DF THE TESTING LABORATORY AND THE PAYMENTS FOR SUCH TESTING
SERVICES SHALL BE MADE BY 1HE CONTRACTOR. THE OWNER SHALL APPROVE THE
LABORATORY NOMINATED TO DO THE TESTING OF MATERIALS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SNOW 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 wSTALLED
PRIOR TO COMMENCING CONSTRUCTION.
9. NO TREE WITHIN 1HE 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 8L 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 0~ ~iALABAS~. .
"' AND THE BRUNSWICK COUNTY GENERAL SPECIFICATIONS COVERING SUCH ITEMS S:~LL AI'P~'~<
3, WATER MAINS SHALL BE DUCTILE IRON PIPE AS SHOWN ON PLANS,
AND PER TOWN OF CALABASH STANDARDS.
4. SEWER PIPE SHALL BE MINIMUM SDR 35 PVC PIPC 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 ?'-5' FROM THE BACK OF CURB
PER TOWN OF CALABASH.
7. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VTRIFY EXACT LOCATIONS OF EXISTING
PUBLIC AND PRIVATE UTILITIES AND SERVICES PRIOR TO COMMENCING CONSTRUCTION,
8. LOCATIONS AND SIZES DF 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 S0.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FDR PROVIDNG "AS-BUILT" PLANS TO THE ENGINEER
SHO'MNG THE LOCATION OF WATER ANO SEWER SERVICIS AND ANY DENATIONS FROM PLANS
MADE DURING CONSTRUCTION. THE ENGINEER WILL PROVDE RECORp PLAN i0 THE TOWN OF CALABASH,
AND BRUNSWICK COUNTY.
10, THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATRIALS AND APPURTENANCES
NECESSARY FOR COMPLETE INSTALLATION OF THE UTUTES. ALL PUBLIC PIPE,
STRUCTURES, AND FITTINGS SHALL BE INSPECTED BY TH[ TOWN INSPECTOR PRIOR TO BEING
COVERED, THE INSPECTOR MUST ALSO BE PRESENT DURNG DISNFECTION ANO PRESSURE
TESTING OF ALL MAINS. THE CONTRACTOR'S BID PRICE Si ALL INCLUDE ALL INSPECTION
FEES.
11, WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" BEgW PROPOSED SUB GRADE.
12 AlL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BI FUNCTIONALLY APPROVED PRIOR
i0 STRUCTURAL CONSTRUCTION.
13. ALL WATER LINE JOINT RESTRAINTS SHALL BE FLANGE BY N. J, TYPE (MEGA. LUG)
u~I~~nn~ Iw I w°
WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS
OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDDT) ROAD AND BRIDGE SPECIFICATIONS, 7HE NCDDT 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, DR PLANS, THE MOST STRINGENT
SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TD THE TOWN OF
CALABASH MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL
BE CONSTRUCTED AND TESTED TO CONFORM TO STATE DF 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 E%ISTING 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
U11UTY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL
OR BACK-FILL SHALL BE COMPACTED i0 957. 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 DENCES AND AS FURTHER DIRECTED BY TOWN INSPECTORS
AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND
SPEpFICATiONS AND SITE CONDI110N5 OR AP"
INCONSISTENCIES OR AMBIGUITIES IN DRAWIN' 'OR
SPECIFICATIONS SHALL BE IMMEDIATELY C.EP(X.,,r? TO T"E
ENGINEER, IN WRITING, WHO SHALL PRDMPTLI' +~JUiiES':' SUCH
INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY TH(i
CONTRACTOR AFTER HIS DISCOVERY OF SUCH UISCREPANpES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE
CONTRACTOR'S RISK.
7. APRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE
START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE
THE MEETING WITH THE TOWN ENGINEERING DEPARTMENT.
B. ALL DUCTILE IRON PIPE SHALL BE U.S. DUCTILE IRON CLASS 50 PIPE.
9. THE SITE SHALL BE STa81LIZED AND SEEDED PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF OCCUPANCY.
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