20001431 Ver 1_CAMA Application_20111017

i
NCDEN
North Carolina Department of Environment and Natura
Division of Coastal Management
Beverly Eaves Perdue
Governor
October 13, 2011
M$MORANDUM:
TO:
FROM:
SUBJECT
Applicant:
Karen Higgins
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
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Resources
Dee Freeman
Secretary
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CAMA/DREDGE & FILL Permit Application Review
Jones Island Club, Inc
Project Location: Pamlico County, off Jones Island Club Rd. and Gales Creek Rd., which are off
NC Hwy 304, adjacent to Gales Creek and the ICW in Hobucken, North
Carolina.
Proposed Project: Proposes to construct a rip rap sill, vinyl bulkhead and maintenance excavate.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 2, 2011. If you have any questions regarding the proposed project, please contact
Brad Connell at [phone]. 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
400 Commerce Ave., Morehead City, NC 28557 One
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net NorthCarofina
An Equal Opportunity ; Affirmative Action, Employer Nahlrallif
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Jones Island Club, Inc.
2. LOCATION OF PROJECT SITE: The project is off of Jones Island Club Road and
Gales Creek Road, which are off of NC Highway 304, adjacent to Gales Creek and the
ICW in Hobucken, Pamlico County.
Photo Index-2006: 86-8313, grids P-9 thru P11; 2000:86-1009, grids P-9 thru P-11
State Plane Coordinates - X: 828690.060 Y: 164853.993
Latitude: 35 12 43.80 Longitude: -076 35 35.74
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - various, including 2/2/11
Was Applicant/Agent Present -Yes
Photos Taken - No
5. PROCESSING PROCEDURE: Application Received - cc: 9/28/11
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 1992 Pamlico County (7/24/92)
Land Classification from LUP - Rural with Services/Conservation
(B) AEC(s) Involved: ES, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic System
Planned - none
(F) Type of Development: Existing - residential structures, shoreline stabilization,
basins, docks, access roads, and boat ramps
Planned - Bulkhead, rip rap sill, and maintenance
excavation
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: DREDGED FILLED INCORP/SHADED
(A) High Ground 49,936 ftZ
(B) Shallow Bottom L33,862 ftZ 35,070 ft2
(F.) Total Area Disturbed: 118.868 ftZ
(F) Primary Nursery Area: Yes (Gales Creek and Whealton Creek) - No (ICW)
(G) Water Classification: SA; HWQ, NSW Open: Yes
(H) Cultural Resources: unknown
8
Project Summary: The applicant wishes to construct a rip rap sill, vinyl bulkhead and
maintenance excavation.
Field Investigation Report:
Jones Island Club
Page 2
9. Narrative Description:
This is a 6,000-acre tract located off of NC HWY 304 in Hobucken, Pamlico County. This
property, which is mainly undeveloped, is used to support a recreational hunting club. The
adjacent properties are rural and undeveloped.
This proposal involves three distinctly separate areas on the tract. The first location is described
by the applicant as the "Caretaker's House." This is located at the end of Gales Creek Road and
forms a peninsula, with Gales Creek on the north side, the ICW on the east side, and Whealton
Creek along the south shoreline. The second location is an upland basin about a mile north of the
Caretaker's House at the end of Jones Island Club Road and is described by the applicant as the
"West Landing." The third location is directly across the ICW from the West Landing. This
location is known as the "East Landing."
The Caretaker's House has a residence, boat ramp, dockage, and a boat basin that connects to
Whealton Creek. The West Landing has a bulkhead, boat ramp, parking area, and nine finger
piers in the basin. The East Landing has a single access pier. The water dependent development,
along with the maintenance excavation of the East and West Landings, have been permitted by
various General Permits dating as far back as 1995 (esp. ref. GP #018630C and GP #526900).
The average elevation of the high ground of the parcel is +7' above the normal water level (nwl).
Vegetation on this particular tract is mainly comprised of pine trees, coastal marsh (i.e. black
needle rush, giant cord grass), and native woody vegetation. The parcel has approximately 65,467'
of shoreline along the ICW and several adjacent tributaries, such as Whealton Creek and Gales
Creek. There is a defined Federal Channel in the ICW; however it is greater than 140 feet from
the nearest proposed project area. Offshore water depths adjacent to the tract range from about -1'
to -4' nwl.
This waterbody is over 900 feet across at this location. This location is a part of the Neuse River
basin and is subject to wind driven tides. These Estuarine Waters of the ICW are classified as a
Permanent Secondary Nursery Area and these waters of Gales Creek are classified as a Primary
Nursery Area. There was no submerged aquatic vegetation present during field observations.
However, historical data has indicated the presence of SAVs in the vicinity of Whealton Creek.
This area is open to shellfish harvest and is classified as SA; HQW, Nutrient Sensitive Waters.
There are Coastal Wetlands (mainly Black Needle Rush) immediately adjacent to the proposed
project area along the adjacent shorelines. This substrate is firm with shell.
10. Proposed Development:
The applicant wishes to construct an off-shore sill and bulkhead for the portion of the property
known as the "Caretaker's House." The applicant also wishes to perform maintenance excavation
of two of their existing boat basins, and stabilize one (East Landing) with a bulkhead. Historical
indicators show that the Caretaker's House shoreline has lost several feet of shoreline over the last
few years due to erosion. They wish to construct a bulkhead and off-shore sill in order to provide
Brad Connell October 13, 2011 Morehead City
Field Investigation Report:
Jones Island Club
Page 3
shoreline stabilization and protect the remaining high ground from further erosion.
The vinyl bulkhead at the Caretaker's House will be 150' long and 1' wide, and will necessitate a
20'-wide work corridor within the Neuse River Riparian Buffer to install the "tie backs and dead
men." It will be constructed at and above the normal water level (nwl), along the erosion
escarpment of high ground. The bulkhead will be sited on the east side of an existing boat basin.
This bulkhead will connect to the existing bulkhead that surrounds two-thirds of the boat basin.
At the southern terminus of this bulkhead in Whealton Creek, there will begin a 1,670' long and
21' wide rip rap sill. The proposed sill will extend up to 50' offshore of the nwl. The sill will have
"drop-down" sections every 100 feet. This sill will wrap around to the north and into Gales
Creek, to encompass the point of land that the Caretaker's House sits on. With the presence of
significant erosion from wave energy associated with the adjacent ICW, the applicant proposes that
the sill will dissipate the wake that is a result of the boat traffic in the ICW.
About a mile north of the Caretaker's House, is a man-made boat basin known as the "West
Landing" that is adjacent to the ICW. This protected boat basin has silted in over the years to the
point that it is not functional. The applicant wishes to return it to the previous -4.25' nwl depth..
This excavation to connect to the ICW will be 450' long and 40' wide. This excavation will be
accomplished by means of an excavator and dump trucks. The spoil materials from this portion of
the project will be contained on the spit of land that is immediately adjacent to the east side of the
basin, currently used for parking. This area is within 35' of the shoreline.
Approximately 540' across from the West Landing is an area known as the "East Landing." The
applicant wishes to excavate this area and stabilize the shoreline with vinyl bulkhead. The
bulkhead will approximate the normal water level along the escarpment. The bulkhead will be
350' long and 1' wide, and will necessitate a 20'-wide work corridor within the Neuse River
Riparian Buffer to install the "tie backs and dead men. " The excavation will restore the bottom to
the previous -4.5' nwl depth. The excavated basin will be 154' long and 130' wide. This
excavation will be accomplished by means of an excavator and dump trucks. The spoil materials
will be contained by earthen berm on high ground approximately 130' from the shoreline.
11. Anticipated Impacts:
No long-term environmental effects are generally anticipated. These bulkheads will be sited above
the NWL, along the erosion escarpment. Approximately 49,936 square feet of high ground will be
filled as a result of this proposal. This proposal is subject to the DWQ Neuse River Basin Riparian
Buffer Rules.
Appropriate sedimentation and erosion control measures will be implemented to ensure that eroded
materials do not enter into the adjacent waters. The off-shore rip rap sill will fill and usurp 35,070
square feet of shallow bottom and the excavation activities will remove 33,862 square feet of
shallow bottom habitat. Temporary turbidity impacts are anticipated during excavation activity.
Brad Connell October 13, 2011 Morehead City
Field Investigation Report:
Jones Island Club
Paize 4
The waters of the ICW and Gales Creek are classified as SA; HQW, Nutrient Sensitive Waters and
are designated as a Finfish Nursery Area. These waters are open to the harvest of shellfish and
there are no beds of submerged aquatic vegetation present.
Brad Connell October 13, 2011 Morehead City
5.d -Activities and Impacts
Narrative of Proposed Development Activities
The Jones Island Club proposes improvements to 3 separate areas intent on
minimizing the impacts on wetlands and future atrophy to surrounding areas.
These improvements, when approved, will occur over a relatively short period of
time and their materialization will provide immediate positive conditions for club
activities.
The 3 areas of concern are commonly referred to as The Caretaker's Island
(Sheet 002), The West Landing (Sheet 003), and The East Landing (Sheet 004).
The Caretaker's Island Improvements
The survey work that has taken place at Caretaker's Island included
delineating the Upper Limits Coastal Wetlands (ULCW), the Normal High
Water (NHW), the 50 ft. Neuse Buffer, the 75 ft. Area of Concern (AEC),
the bulkhead on the East side of the marina, and the location of where the
4 ft. of rip rap seal will be placed to stabilize erosion.
Plan Sheet 002 clearly identifies these limits and locations.
West Landing Improvements
Hydrographic survey work was conducted to measure the depth of the
channel. The channel's average NHW is estimated to be elevation .75
and a floor elevation of .44 which extends approximately 360 ft. gradually
dropping to an elevation of -6 entering the intercoastal waterway.
The proposed channel dredging would lower the floor elevation starting at
.44 to -4.25 and slightly decline the floor elevation to -5.25 entering the
intercoastal waterway.
It is estimated that approximately 2,350 CY of spoil material would be
excavated. A spoils area with a 4 ft. wide berm would be created at West
Landing to temporarily accommodate the dredged material. The total
surface area of the spoils area would be 12,500 sq. ft. secured by a
containment berm and surrounded by silt fence.
Plan Sheet 003 clearly identifies the proposed changes to the West
Landing channel and provides the distances the spoils area will be from
the waterways.
This dredging will permit better boat accessibility to the inland docks and
allow improved usability.
East Landing Improvements
Hydrographic survey work was conducted to measure the depth of the
marina cove and the NHW was estimated. The existing floor elevation of
1.38 extends approximately 180 ft. dropping to an elevation of -4.5
entering the intercoastal waterway.
The proposed marina cove dredging would lower the floor elevation
starting at -3.5 and gradually declining to -4.25 entering the intercoastal
waterway. The marina cove would be buttressed with a bulkhead.
It is estimated that approximately 1,850 CY of spoil material would be
excavated. A spoils area with a 4 ft. wide berm would be created at East
Landing to temporarily accommodate the dredged material. The total
surface area of the spoils area would be 21,700 sq. ft. secured by a
containment berm with silt fence on 3 lower sides.
Plan sheet 004 clearly identifies the proposed changes to the East
Landing marine cove and provides the location of the spoils area relative
to the waterway.
This dredging will permit better boat accessibility to the overall marina
dock and allow improved usability.
The spoils material will eventually be used as fill material on other improvement
projects. When used it will be combined with better textured material to enhance
it's application value.
MAY
DCM MP-1
APPLICATION for
D -MHD
Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Jones Island Club Jones Island Club Improvements
Applicant 1: First Name MI Last Name
Marshall Truluck
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PC Box City State
70 Hobucken NC
ZIP Country Phone No. FAX No.
28537 USA 252 - 745 - 7877 ext. - -
Street Address (if different from above) City State ZIP
469 Gale Creek Road Hobucktn NC 28537-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Carolina Engineers, Pa
Agent/ Contractor 1: First Name MI Last Name
Carl C Huddle, PE
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PC Box City State
2500 Hwy. 70 East 1595 New Bern NC
ZIP Phone No. 1 ne No. 2
28563 252 - 633 - 2425 ext. 223 - 636 - 1529 ext.
F252
FAX No. Contractor #
252 634 8719 North Carolina C-0205
Street Address (if different from above) City State ZIP
2500 Hwy. 70 East New Bern NC 28563-
Email
[e-mail]
<Form continues on back>
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Develonent Permit
3. Project Location ?; ..
County (can be multiple) Street Address State Rd. #
Pamlico NC Hwy. 304 NC Hwy: J 30,,jC
? ? `
Subdivision Name City State Zip
N/A Hobucken NC 28537-
Phone No. Lot No.(s) (if many, attach additional page with list)
252 - 745 - 7877 ext. N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Neuse River Basin Jones Bay/Bay River/Pamlico Sound
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 Intercoastal Waterway
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.
Pamlico County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
65,467 If. Approx. 6,000 acres (261,360,000 sq. ft.)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5 ft. to 10 ft. ?NHW or ®NWL
e. Vegetation on tract
grass, moist soil plants, timber, shrubs
f. Man-made features and uses now on tract
rip rap shoreline protection, ditches, ramps, boat slips, docks, moist soil impoundments, residential structures
g. Identify and describe the existing land uses adiiacent to the proposed project site.
timber land, moist soil impoundments, marsh
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
N/A (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?
1. 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?

<Form continues on next page>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? NYes ?No
M?
(ii) Are there coastal wetlands on the site? NYes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? NYes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
septic system
o. Describe existing drinking water supply source.
well
p. Describe existing storm water management or treatment systems.
None

iDrjry
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
N Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
When complete these improvements will enhance the club's ability to more fully util ize the facility for gardening, bird
watching, hunting and fishing activities.
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.
dredging - excavator, dump trucks
bulkhead installation - sheet driving equipment
(all equipment will be stored and serviced an adequate distance from waterways
d. List all development activities you propose.
See attached (Narrative of Proposed Development Activities)
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? 35,000 NSq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ?Yes NNo ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ?NA
j. Is there any mitigation proposed? ?Yes NNo ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information gg?? ?ry ?p
In addition to this completed application form, (MP-1) the following items below, if ap?-icaRe KM-s ,s?'( rftitted in order for the application
package to be complete. Items (a) - (0 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 advisgd that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Larry Adams Phone No. [phone]
Address 104 Virginia Lane, New Bern, NC 28562
Name GTG Properties, LLC Phone No. [phone]
Address 790 Cardinal Road, New Bern, NC 28562
Name NC Coastal Land Trust Phone No. [phone]
Address 131 Racine Drive, Suite 101, Wilmington, NC 28403
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Dept. of the Army - Permit No. 199401882
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. 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 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 provided in this application is truthful to the best of my knowle e.
Date Y - 2 7 • Print Name R06a tt a T-ir
Signature v - O•
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net
Form DCM MP-2

EXCAVATION and FILL tz'' R p oa
(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 844Point
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)
East Landing:
154 ft. Caretakers
Length N/A N/A West N/A N/A Island: N/A
Landing: 1670 ft.
450 ft.
East Landing:
103 ft. Caretakers
Width N/A N/A West N/A N/A Island: N/A
Landing: 4 ft.
40 ft.
East Landing:
.5 ft.
Avg. Existing N/A N/A West N/A NA NA N/A
Depth Landing:
-1.415 ft.
East Landing:
4.5 ft.
Final Project N/A N/A West N/A NA NA N/A
Depth Landing:
4.25 ft.
9. 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. Caretakers Island: N/A
Caretakers Island: N/A East Landing: Poorly graded sand and silt
East Landing: NWL - 1,850 cy West Landing: Poorly graded silty sand
West Landing: NWL - 2,688 cy
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 NNone
(ii) Describe the purpose of the excavation in these areas:
N/A
d. High-ground excavation in cubic yards.
N/A
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Caretakers Island: N/A Caretakers Island: N/A
East Landing: 2,700 ft. NE of boat basin East Landing: 112 ft. x 208 ft.
West Landing: East of excavated basin West Landing: 186 ft. x 90 ft.
i4.
c. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner
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:
d. (i) Will a disposal area be available for futureaiy?ten c9?
®Yes ?No ?NA +.;j
(ii) If yes, where?
East Landing s?Cr.,;yt + r
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 - Structures)
a. 1 ype or snoreiine staomzation:
NBulkhead ?Riprap OBreakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL:
Caretakers Island: 18 ft., East Landing: N/A, West Landing: N/A
e. Type of stabilization material:
Class II Granite Rip Rap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Caretakers Island: 6.680 sf., Other East
Landing: None, West Landing: None
i. Source of fill material.
Caretakers Island: Wake Stone - Rocky Mount Quarry
b. Length: Caretakers Island: Breakwater: 1.670 ft. Bulkhead: 150
ft.
East Landing Bulkhead: 345 ft.
Width: Caretakers Island: Breakwater: 4 ft. Bulkhead: 1 ft..
East Landing Bulkhead: 1 ft.
West Landing: IN
d. Maximum distance waterward of NHW or NWL:
Caretakers Island: 25 ft., East Landing: N/A, West Landing: N/A
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Caretakers Island: 5 ft. to 10 ft. / Personal recollections,
East Landing: No
West Landing: No
h. Type of fill material.
Caretakers Island: Class II Granite Rip Rap,
East Landing: Poorly graded sands
West Landing: N/A
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) 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
(iii) Dimensions of fill area
(iv) Purpose of fill
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:
Form DCM MP-2 (Excavation and Fill, Page 3 of 3
MA i

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)?
Caretakers Island: Granite will be delivered and staged in area Caretakers Island: Backhoe,
surrounded by silt fence., East Landing: Excavator and haul truck
East Landing: Containment berm and silt fence West Landing: Long Reach Backhoe
West Landing: Spoil area will have a containment ber^ x s!'f f^r cc
(see detail)
c. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
N/A
Date
Jones Island Club Improvements
Project Name
Rv e4.-t fl Tee 70-,
Applicant Name w
Applicant Signature
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
252-808-2808 :: 1-888-4RCOAST : vvww nccoastalmanagement.ne. t revised: 12/26/06
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