20071706 Ver 1_CAMA Application_20071010

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
October 9, 2007
MEMORANDUM:
07-1706
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TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA /Dredge & Fill Major Permit Application Review
Applicant: Town of Ocean Isle Beach (Canal Dredge Project)
Project Location: canals between Causeway Dr., & Concord St., and entrance channels at ends
of Union and Moore Streets, Ocean Isle Beach, Brunswick Co.
Proposed Project: perform maintenance excavation on man-made canal system and 2 entrance canals
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by November 1, 2007. If you have any questions regarding the proposed project, contact
Debbie Wilson at [phone], when appropriate, in-depth comments with supporting data is
requested.
REPLY:
SIGNED
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

~ivlsiON Or COASTAL 1viAhv AU~;M~N ~><~
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: TOWN OF OCEAN ISLE BEACH
2. LOCATION OF PROJECT SITE: Canals between Causeway Drive & Concord Street, entrance
channel at the end of Union Street (#8) and a second entrance channel near the end of Moore
Street (#3), Ocean Isle, Brunswick County
Photo Index - 2006: 1-6155 G-M, 1-7; 1-6156 F-O, 19-24 & H-J, 1-6 & 12; 1-6157 I-J, 17-24
2000: 1-8 F-O, 1-7; 1-9 F-N, 19-24 & I-K, 1-6 & I-J, 12; 1-10 I-J, 16-24
1995: 1-9 F-N, 13-20 & H-J, 6; 1-10 H-J, 8-17
State Plane Coordinates - X: 51228 Y: 2171455 GPS: N060518B
Lat: 33°53'21.86531 "N Long: 78°26'06.55551 "W
3. INVESTIGATION TYPE: CAMA / D& F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -Numerous
Was Applicant Present - No
S. PROCESSING PROCEDURE: Application Received -Complete 09/04/07
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Town of Ocean Isle Beach
Land Classification From LUP -Conservation
(B) AEC(s) Involved: Public Trust & Estuarine Waters
° Water Dependent: Yes
(D) Intended User Navigation
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing -Man-Made Canals
Planned -Maintenance Dredging
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
TAR FI~C'TRT~ FTT ,T ,F,T) OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 77,055 sq.ft.
Shallow Bottom
(C) High Ground 525,000 sq. ft.
Spoil Disposal
(D) Total Area Disturbed: Approximately 13.82 acres
(E) Primary Nursery Area: Canals-No; AIWW-Yes
(F) Water Classification: SA Canals-Closed; AIWW-Open
8. PROJECT SUMMARY: The applicant is proposing to perform maintenance dredging on a man-
made canal system and the entrance channels off of the Intracoastal Waterway to a final depth of
- 6.0' @ MLW.

F Town of Ocean Isle Beach
Page 2
9. PROJECT DESCRIPTION
The project site consists of six man-made, "natural" canals and the entrance channels, which connect
to the Atlantic Intracoastal Waterway (AIWW), and is located just east of the Ocean Isle Beach
Bridge, between Causeway Drive and Concord Street, in Brunswick County. To get to the site from
Wilmington take US Hwy 17 South approximately 28 miles to Ocean Isle Beach Road SW. Turn left
onto Ocean Isle Beach Road and travel approximately 4 miles to Ocean Isle Beach. The project site is
located on the east side of the NC Highway 904 Causeway as it enters Ocean Isle Beach from the
high-rise bridge crossing of the AIWW.
The highground surrounding the canal system with the exception of Canal #22, is composed of single-
family residential properties (see Sheet S2). The highground adjacent to Canal #22, which is located
adjacent to Causeway Drive, is predominately commercial development. The properties are vegetated
primarily with ornamental plants and lawn grasses. The majority of the shoreline of the canal system is
stabilized with wooded bulkheads with the exception of the entrance channels, which are stabilized with
sloped concrete bulkheads. The majority of the property owners along the canal system have constructed
private docking facilities. The six main canals, each measure approximately 80' to 110' in width and
range from approximately 2000' to 2500' in length and are oriented in a north-south direction running
perpendicular to the AIWW. There are two smaller canals, (Canal #23 & #21) which measure
approximately 350' in length and run parallel (east-west) to the AIWW, which connect the main portion of
Canal #21 to the "Commercial Canal (Canal #22). The entrance channels (see Sheet S3), Canal #8, which
measures approximately 830' in length, located between Union Street and Raeford Street at the northwest
end and Canal #3, which measures approximately 850' in length, located between Moore Street and
Cumberland Street at the northwest end. Both entrance channels run perpendicular (north-south) to the
AIWW and connect the AIWW to the concrete canals. The average depth of the entrance canals are
approximately -5.4' @MLW and the remainder of the canals average approximately -4.0' @MLW.
There are coastal wetlands, predominantly Smooth Cordgrass (Spartina alterniflora), located adjacent to
the majority of bulkheads in the canal system however, they are not within the indicated limits of the
proposed dredging project. These marsh fringes range in width from approximately 0-20' .These canals
were originally constructed in the 1960's and previous maintenance dredging permits (State Permit #38-
01, #59-96, #133-96, and #4-94) have been issued for all areas.
The waters of the man-made canals have been classified as SA by the N.C. Division of Water Quality.
The area is not designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine
Fisheries and is Closed to the harvest of shellfish. However, the adjoining waters of the Atlantic
Intracoastal Water is designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine
Fisheries and is Closed to the harvest of shellfish except for the waters adjacent to the proposed
discharge pipe location into the AIWW which are Open to the harvest of shellfish.
PROPOSED PROJECT:
The Town of Ocean Isle Beach is proposing maintenance dredging of the six man-made, "natural" canals
down the center an average of 20' to 40' in width and an average depth of -6.0' @MLW. The application
states that the average existing water depth of the six "natural" canals is approximately -4.0' @MLW and
the total lineal footage of these canals would be approximately 16,562' (see Sheet S2). The applicant also
proposes to perform maintenance dredging of the two entrance channels an average of 40' in width by 84'
in length at an average depth of -6.0' @MLW (see Sheet S3) into the deep water of the AIWW.
The Town is also proposing to dredge the west end portion of Canal #20 an average of approximately 40'

Town of Ocean Isle Beach
Page 3
in width by 1,114' in length at an average depth of -6.0' @MLW (see Sheet S3). The applicant is also
proposing to dredge a portion of Canal #{3 which is located between Moore Street and Cumberland Street.
This area would measure approximately 20' in width by 51' in length at the north end of the canal at an
average depth of -6.0' @MLW (see Sheet S3). The application states that the average existing water
depth of these canals is approximately -5.4' @MLW.
As proposed, the total combined length of the canals to be excavated is approximately 18,2201inear feet
and would result in approximately 54,920 cubic yards of spoil material. The project would be
accomplished by using a hydraulic dredge and the spoil material would be pumped to the eastern two
thirds of the existing diked spoil disposal area located at the end of Lee Street (see Sheet S4). The Town
has a consent agreement with the US Army Corps of Engineers for the use of disposal basin AIW_U_0303
(see Appendix A). The spoil island has been previously divided into thirds with an earthen dam separating
the eastern two thirds that is to be used in this project. This 2/3 portion of the spoil island designated for
use is approximately 12 acres in size. As proposed, there would be two separate discharge pipes. One
would be located at the northwestern end of the disposal site and the second one would be located towards
the northeastern end of the disposal site. As proposed, both of these pipes would be discharging into
currently OPEN shellfish waters of the AIWW. The applicant is proposing the excavation some of the
existing spoil material out of the basin and onto the dam -thereby increasing the height of the existing
dam to an elevation of approximately 16' @MLW while creating more storage room for new spoil.
Supporting calculations have been submitted for review (see Sheet S4).
10. ANTICIPATED hVIPACTS
Approximately 77,055 square feet of shallow bottom would be dredged as a result of this proposal. The
dredging will result in temporary increased turbidity in the project area. Provided the work is done in the
Winter during a lower biological activity period, no other long term adverse impacts are expected.
Approximately 525,000 square feet (approximately 12.052 acres) of highground will be filled for the spoil
disposal. Sediment Control devices will be necessary around the spoil disposal area until disturbed soil on
the dam has been stabilized with vegetation sufficient to restrain erosion.
Submitted by: Debra Wilson Date: 10/01/07 Office: Wilmington

APPENDIX A
NARRATIVE DESCRIPTION
2007 MAINTENANCE DREDGING - "NATURAL" CANALS
TOWN OF OCEAN ISLE BEACH
-- ~,-
OCEAN ISLE BEACH, NC ~'
Background
The small boat access "natural" canals off of the AIWW, the entrance canals to the "concrete"
canals from the AIWW and the commercial canal & residential "natural" canals, located to the
east of the causeway & which were created in the 1960's, have shoaled since their previous
maintenance dredging in 2001. Furthermore, the eastern end of the head "concrete" canal,
located to the east of the easternmost entrance canal, which was also created in the 1960's,
has also shoaled since its last maintenance dredging event in 1996. The low tidal flow within
the canals have deposited material. thereby resulting in inadequate draft depths in areas
along these canals. It is proposed to accomplish maintenance dredging in these canals in the
approximately footprint of previous CAMA applications.
Project Description
The maintenance dredging project proposes to use a hydraulic pipeline dredge to remove
approximately 54,920 CY of dredge spoil material in approximately 18,2201inear feet from
the above referenced canals as shown on the maps contained in this application package. All
materials excavated will be pumped to the eastern two thirds of the existing dredge disposal
area located at the end of Lee Street, which has been utilized during the previous
maintenance dredge events in 1996 and 2001. Pipeline corridors wilt be established to
ensure that no marsh areas or sensitive vegetation is disturbed. Also, dredge prisms have
been shown based on the previously shown permits and notes are on drawings to bring any
possibly affected marsh areas or sensitive vegetation within the dredge prism to the attention
of the Contractor and Engineer. All dredging will be performed during the months of November
thru March when biological life in the surrounding waters will be at a minimum.
An updated bathymetry survey was performed in July of 2007 in order to ensure accurate
dredge quantities for the project. A consent agreement has been approved by the US Army
Corps of Engineers for use of disposal basin AIW_U_0303, and can be found within Appendix
B of this document.
Environmental Impacts
Since the maintenance dredging will be performed during minimal activities of biological life, it
is our belief that environmental impacts resulting from the dredging activities proposed in this
project, in general, will be relatively minimal. All of the canal bottoms consist of sand,
sediment and detritus and have had maintenance dredging performed in either 1996 or
2001 as stated above as well as earlier dates. With this maintenance project being directly
related to previously approved CAMA Major Permits as far as meeting the permit requirements
as well as performed within limitations of previously approved contract documents, thi ~
project is in compliance with the North Carolina Environmental Policy Act. T~~G~~ 0~ N~
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APPLICATION for ~.. =~
Mayor Development Permit
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North Carolina DIVISION OF COASTAL MANAGEMENT
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1. Primary Applicant/ Landowner Information
Business Name
Town Of Ocean Isle Beach Project Name (if applicable)
2007 Maintenance Dredging
Applicant 1: First Name
Daisy MI Last Name
Ivey
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
3 West Third Street PO Box City
Ocean Isle Beach State
NC
ZIP
28469 Country
USA Phone No.
(910) - 579 - 7070 ext. FAX No.
(910) - 579 - 8804
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractorlnformation
Business Name
Criser Troutman Tanner Consulting Engineers
AgenU Contractor 1: First Name MI Last Name
Jeffrey R Troutman, PE
AgenU Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
3809 Peachtree Avenue, Suite 102 3727 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28403 (910) - 397 - 2929 ext. 107 (910) - 297 - 4049 ext.
FAX No. Contractor #
[phone]
Street Address (if different from above) City State ZIP
Email
[e-mail]
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<Form continues on back> ~ `" `' ``"'
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Form DCM MP-1 (Page 2 of 4) DCM WIIMINGT01`!, NC APPLICATION for
E ~ a =~ 2001
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Brunswick between Causeway Drive SW and Lee Street
Subdivision Name City State Zip
"Natural" Canals Town of Ocean Isle Beach NC 28469 -
Phone No. Lot No. (s) (~f many, attach addiSonal page with list)
(910) - 579 - 7070 ext. "Natural" canals, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Lumber AIWW
c. Is the water body identfied in (b) above, natural or manmade? d. Name the cosest major water body to the proposed project site.
^Natural ®Manmade ^Unknown Atlantic Ocean
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 Ocean Isle Beach
4. Site Description
a. Totat length of shoreline on the tract (tt.) b. Size of entire tract (sq.ft.)
approx. 6,640 LF 180 acres +1-
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
50' width lots, NWL (noRnal water level)
(If many lot sizes, please attach additional page with a list) (See plans for disposal basin elev. ®NHW or ^
NWL
e. Vegetation on tract
Beach grass along canals. Beach grass, small shrubs and scrub trees in disposal area.
f. Man-made features and uses now on tract
Existing disposal basin and dikes, existing "natural" canals.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Conservation, developed.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-1 (Attach zoning compliance cert~cate, ff 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 trail? 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?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
~~CEIV~p
DCM WlLMINGTOt~1, NC
,SEP fl ~ 207
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ^Yes ®No
(ii) Are there coastal wetlands on the site? ®Yes ^No
(iii) ff yes to either (i) or (ii) above, has a delineation been conducted? ^Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water suppty source.
County water system.
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^PubliGGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Purpose of the project is to provide sufficient water depths for small vessel passage into community canals by year-round as
well as seasonal residences.
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 will utilize a hydraulic dredge to remove dredge material from the canals and place material in an existing disposal
basin as shown on the attached maps in accordace with all conditions issued as part of the permit.
d. List all development activities you propose.
Maintenance dredging of canals to a depth of -6.0' MLW with 40' widths, typical, except for smaller widths as shown on the
attached drawings in some canals and entrances.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance of an existing project.
f. What is the approximate total disturbed land area resuRing from the proposed project? 180 +/- ^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.
Existing discharge is surface runoff. Temporary discharge during dredging event is from disposal basin effluent discharge.
i. Will wastewater or stormwater be discharged into a wetland? ^Yes ®No ^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 ®No ^NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
RECEIVED
DCM WILMINGTON, NC
~~ ~
APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (~ 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 **Note: A letter and mal will be mailed to all riparian property owners by the Town.** Phone No.
Address
Name Phone No.
Address
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.
#38-01, April 6, 2001, Town of Ocean Isle Beach #133-96, October 2, 1996, Town of Ocean Isle Beach
#59-96, April 1996, Town of Ocean Isle Beach #4-94 & #ss-94, Town of Ocean Isle Beach
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 th/e information provided in this application is truthful to the best of my knowledge.
Date ~~Z/ / ~' .~ Print Name Daisy Ivey -Town d inistrator
Signature
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

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
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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 indude all supplemental information.
Describe below the purpose of proposed excavation and/or fill adiv~ies. All values should be given in feet
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NEW or Breakwater shoreline
NWL stabilization
Length 1658 LF 16,562 LF 1040 LF
Width 40' 40' to 20' 30'
Avg. Existing 4 +/- MLW
_5 -4
0 +/- MLW NA NA +11 +/- MLW
Depth . .
Final Project -6.0 MLW -6
0 MLW NA NA +16 +/- MLW
Depth .
1, EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
5a,s2o
c. (i) Does the area to be excavated indude 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:
^This section not applicable
b. Type of material to be excavated.
Sand, sediment, detritus
d. High-ground excavation in cubic yards.
(None
2. DISPOSAL OF EXCAVATED MATERNAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
See attached map on drawings. 1750' x 300'
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?
USACE disposal basin AIW_U_0303 approved case-by-case basis.
e. (i) Dces the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW) submerged aquatic vegetation (SAV), shell bottom (SB), ^Yes ®No ^NA
or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:

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3. SHORELINE STAB/LIZAT/ON ®This section not applicable
(If development is a wood groin, use MP-4 -Structures) ~U~ ~ ~ 200,7
a. Type of shoreline stabilization:
^Bulkhead ^Riprap ^Breakwater/Sill ^Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
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.
h. Type of fill material.
4. OTHER F/LL 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:
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)?
Existing spillway device will be maintained andlor re-constructed as hydraulic pipeline dredge, backhoe, dozer, etc.
necessary with flash boards & silt fences. See plan.
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.
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.
Date ~ /u /v ~ Ap licant Na ~ _
2007 Maintenance Dredging - "Natural Canals" `
Appli nt Signature
Project Name
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