20120978 Ver 1_CAMA Application_20121008

Beverly Eaves Perdue
Governor
,�®
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis
Director
October 4, 2012
MEMORANDUM:
ffel
FROM:
SUBJECT:
Applicant:
Project Location:
Karen Higgins
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Stephen and Geraldine LaBreck
Dee Freeman
Secretary
OCT -82012
Pamlico County, at 104 Whitaker Point Rd., Oriental, adjacent to the west
branch of Whitaker Creek.
Proposed Project: Proposes to dredge an upland basin with a catwalk supported by a `vinyl
bulkhead.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 24, 2012. If you have any questions regarding the proposed project, please contact Brad Connell,
Permit officer at (252) 808 -2808. When appropriate, in -depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: 252 - 247 -3330 Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Nahmally

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Stephen and Geraldine LaBreck
2. .LOCATION OF PROJECT SI'T'E: The project is located adjacent to the west branch of
Whittaker Creel: at 104 Whittaker Point Road, in Oriental, Pamlico County.
Photo Index — 2006: 79 -8247, grids T -11; 2000: 79 -876, grids E -15.
State Plane Coordinates - X: 35694284 Y: 14781298
Longitude: -076 4113.87 Latitude: 35 02 16.94
3. INVESTIGATION TYPE: CAMA/D &F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 1/4/12
Was Applicant Present —Yes
Photos Taken — No
5. PROCESSING PROCEDURE: Application Received — cc: 9/30/12
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — 2005 Pamlico County (01/28/05)
Land Classification from LUP — Residential
(B) AEC(s) Involved: ES, PTA, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Bay River Sewer
Planned — N/A
(F) Type of Development: Existing — Docking facility, bulkhead, and residence
Planned — Upland basin, bulkhead, and dockage
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED INCORP /SHADED
(A) High Ground 450 ft2 1,650 7 225 ft2 shaded
(B) Shallow Bottom 300 ft2 102 ft2 shaded
(E) Total Area Disturbed: 2,727 ftZ
(F) Primary Nursery Area: Yes
(G) Water Classification: SA; HQW, NSW Open: No
(H) Cultural Resources: none
8. Proiect Summary: The applicant wishes to dredge an upland boat basin with a catwalk,
supported by a vinyl bulkhead.

Field Investigation Report:
Steve and Geri LaBreck
Pap-e 2
9. Narrative Description:
The property is located in Oriental at 104 Whittaker Point Road, off NC Hwy 55E in Pamlico County.
This site is developed with a single family dwelling, a docking facility, and a bulkhead. This parcel is
23,559 square feet. Both of the adjacent properties are similarly developed with single family
residences, bulkheads, and docking facilities.
The elevation of the high ground of the parcel is about +5.0' above the normal water level.
Vegetation on the lot mainly consists of lawn grasses. This lot has approximately 52' of continuous
shoreline at the very end of this canal, located at the headwaters of the west branch of Whittaker
Creek. Immediate offshore water depths adjacent to the lot range from about —2.5' to —6.0' nwl. The
subaqueous substrate is soft without shell. There are no Coastal Wetlands at this location.
This feature is a man -made canal system that is contiguous with the west branch of Whittaker Creek.
This waterbody is about 75 feet across at this location. These waters are classified as a Primary
Nursery Area and there is no submerged aquatic vegetation present in the vicinity of the project area.
This area is closed to shellfish harvest and is classified as SA; HWQ, Nutrient Sensitive Waters.
There is not a defined channel in this area. This project area is subject to the Neuse River Riparian
Buffer Rules.
10. Proposed Development:
The applicants wish to construct an upland basin supported by a vinyl bulkhead with a catwalk cap,
dredge the canal to connecting water depths, and modify the existing docking facility. The proposed
development will take place at 104 Whittaker Point Road in Oriental, Pamlico County. The lot is
currently developed with a docking facility and a single - family dwelling.
The proposed basin would be entirely excavated from high ground. Due to the size of the applicant's
boat, the proposed basin will support this single boat slip. The basin will be 15' wide and 30' long.
The existing +5' elevation will be dredged down to -5' nwl depth within the basin footprint. This will
result in the removal of approximately 167 cubic yards of material. The upland basin will be
stabilized with a 75' long vinyl bulkhead. Some of the upland dredge material will be stored on site
and used as backfill for the bulkhead. The applicant will excavate using traditional "clam shell -to-
truck" means, and stabilize the upland basin by leaving the existing bulkhead and an earthen plug in
place in order to minimize sediments from entering the adjacent canal waters.
Once the new bulkhead and basin have stabilized, the applicant will remove the portion of the existing
bulkhead and existing dockage that are along the canal frontage. The applicant then proposes to
dredge out to the center of the canal's connecting -6' nwl depth. This entrance channel into the
upland basin will be 15' wide and 20' long. It will result in the removal of approximately 34 cubic
yards of subaqueous material. Any unused dredge spoil material will be transported off site to an
upland parcel owned by the contractor, located off of NC HWY 55 in Pamlico County.
The applicant proposes to surround the basin with a 3' wide and 75' long wooden, slatted decking cap
Brad Connell October 3, 2012 Morehead City

Meld Investigation Report:
Steve and Geri LaBreck
Page 3
over the propesed bulkhead. This 3' wide decking will then extend out into the canal 17' waterward,
replacing the existing dock's configuration. This watenvard portion of dockage ~gill be within 15' of
the adjacent riparian property lines.
10. Anticipated Impacts:
The proposed basin excavation will alter the 75' Estuarine Shoreline AEC and the 50' NCDWQ Neuse
River Basin Riparian Buffer at this location. The newly created 75' Estuarine Shoreline AEC and the
50' NCDWQ Neuse River Basin Riparian Buffer will encroach into both of the neighboring canal front
properties. This proposal will increase the amount of impervious surface within the 75' AEC, and a
portion of the house will be located within the 50' buffer.
The proposed basin excavation will remove 450 square feet of high ground, and 300 square feet of
shallow bottom. The yard slope will stay the same and therefore, it will not increase the amount of
runoff into these Estuarine Waters. The proposed bulkhead backfill, tie backs with dead men anchors,
and dredge spoils will fill 1,650 square feet of high ground.
The proposed bulkhead cap decking will shade 225 square feet of high ground, and the proposed
connecting finger piers will shade 102 square feet of the Public Trust Waters AEC. This proposed
shading impact over Estuarine Waters is an approximated 150 square foot decrease in the shading
impact from the existing one -slip docking facility, to which it will be replacing. There will not be a
change of use at this single family residence.
The modified one -slip docking facility encroaches into the adjacent riparian 15' setbacks. Both
neighbors have waived their 15' setback rights and been notified of the proposal by Certified Mail —
Return Receipt Requested. This proposal is also subject to the NCDWQ Neuse River Basin Riparian
Buffer rules.
Temporary turbidity impacts are anticipated at the time of construction. The proposed dredging will
slope down from the -5'nwl contour at the landward end, to the connecting -6'nwl depth in the center
of the canal. This should promote adequate flushing and not degrade water quality standards at this
location. This proposal has the potential need for future maintenance excavation.
These waters of the west branch of Whittaker Creek are connecting to a designated Primary Nursery
Area and there is no submerged aquatic vegetation present in the vicinity of the project area. This area
is closed to shellfish harvest and is classified as SA; HWQ, Nutrient Sensitive Waters. There is not a
federal channel in this area.
Brad Connell October 3, 2012 Morehead City

S
On
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Private, non - commercial
ieveiopmenl that does not in solve
he filling or excavation of any
vetlands or open water areas. $250 100%($250)
I. Public or commercial
levelopment that does not Involve
he filling or excavation of any
vetlands or open water areas, $400 100%($400) 0%($0)
III. For development that Involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C,
or D below applies:
III(A). Private, non - commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250
100%($250)
0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400
100%($400)
0%($0)
III(C), If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400
60%($240)
40%($160)
III(D). If General Water Quality
`
Certification No. 3490 (see
ttached) cannot be applied: $400
60% ($240)
40% ($160)
IV. Development a involves the
filling andlor excavation of more
than one acre of wetlands and/or
open water areas: $475
60%($285)
40%-($190)

Project Narrative
1 '04 Whittaker Point Road
Oriental, NC 28571
The project will consist of constructing a single residential boat slip 15' wide by 30' long
for our private use by excavating into the high ground at our residence. An estimated 250
— 300 cubic yards of fill will be removed from the site and trucked to the contractor's
yard. Any fill left on site to be used as backfill will be stored in our front yard,
approximately 100' from the canal. A fabric fence will be used as a precaution to keep
fill from re- entering the site. All excavating and bulkheading for the new slip will be
completed before it is tied in to the existing bulkhead and to the modified existing dock.
This will greatly minimize any impact on the existing canal. We plan to leave an earth
dam in place above NWL, across the front of the basin facing Whittaker Creek, where
there is an existing bulkhead. This earth dam, together with the existing bulkhead will
hold back the water from the creek until the work inside the basin in the high ground is
complete. The earth dam will be removed at that time to connect the basin to the creek
and allow ingress to and egress from the newly constructed boat basin.
The existing bulkhead will be tied to the new bulkhead. The existing dock will be
reconfigured to align with the new 3' wide wood bulkhead cap that surrounds 3 sides of
the new basin. To accomplish this, the inner portion of the existing dock and pilings will
be removed, leaving a 3' wide section of dock on each side projecting into the creek. The
removed pilings will be reused to support these 3' wide sections of dock. Nothing new is
being added to the dock, we are just removing a substantial area of dock and reusing
some pilings. We would like to make clear that the 3' sections of dock that will remain
are already there, we are just reusing some pilings to support the inner edge of these 3'
sections of dock once the center portion of the dock has been removed. The area in
between the newly configured dock will then be maintenance dredged to the same depth
of the canal which is 6'.We have a large flat yard where storage of equipment and
materials can be kept well back from the canal during the construction process.
The project will not have an effect on the riparian corridors of our two neighbors, since
we live at the dead end of the canal and riparian corridors are wedge shaped. The new
proposed configuration will be beneficial to our neighbors by giving them more room in
this cul de sac. The excavation of the high ground will have long term benefits by
creating more breeding ground for marine life and will be accomplished in the manner
described above, resulting in the least amount of disturbance possible.

i
4PRICATION for
maler Revellpment 1
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name /
Project Name (if applicable)
/
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Applicant 1: First Name
MI
Last Name
PO Box
Stephen
M
LaBreck
Applicant 2: First Name
MI
Last Name
FAX No.
Geraldine
J
LaBreck
If additional applicants, please attach an additional page(s) with names listed.
State
Mailing Address
PO Box
City
State
104 Whittaker Point Road
Oriental
NC
ZIP
Country
Phone No.
FAX No.
28571
Pamlico
252 - 571 -1403 ext.
- -
Street Address (if different from above)
City
State
ZIP
Email
labrecks @gmail.com or labreckg @gmail.com
2. Agent/Contractor Information
Business Name
N/A
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
- ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Formi continues on back>

Fbrfn DCM IVIP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd #
Pamlico
104 Whittaker Point Road
1//
Subdivision Name i City
State
Zip
Sea Vista Subdivision, Block D Oriental
NC
28571 -
Phone No
Lot No (s) (if many, attach additional page with list)
252 - 571 - 1403 ext
, 61, 1 , ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
Neuse River Basin
Whittaker Creek
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
Neuse 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.
Oriental, NC
4. Site Description,
a. Total length of shoreline on the tract (ft)
b. Size of entire tract (sq ft.)
52'
23,558.66 sq.ft.
c Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
23,558.66 sq.ft.,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
6' ❑NHW or ®NWL
e. Vegetation on tract
Grass & wooded
f. Man -made features and uses now on tract
Single family home with attached garage, walkway and dock
g. Identify and describe the existing land uses adiacent to the proposed project site.
Single family residence on both adjoining properties
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R1
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Hasa 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.,j
,
National Register listed or eligible property?
,.
<Form continues on next page> _ ` f -`

=orm DCM MP -1 (Page 3 of 4`)
APPLICATION for
Major Development Permit
m (1) Are there wetlands on the site? ❑Yes ®No
(n) Are there coastal wetlands on the site? []Yes ®No
(in) If yes to either (i) or (n) above, has a deiineation been conducted? []Yes [--]No
(Attach dccumentahon, if available)
n. Describe existing wastewater treatment facilities
Bay River Sewerage
o. Describe existing drinking water supply source
Town of Oriental
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 ❑Public/Government
®Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Single slip boat basin for homeowner's use.
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.
All canal side work & construction is to be done by barge. Excavator and any other necessary equipment for work performed
on land will be stored in owner's front yard.
d. List all development activities you propose.
Upland excavation of 15'x 30'x 10' area, fill to be removed from site, vibrate vinyl sheet piling 16'x 30', modify & bdredge
existing dock per drawing to connecting canal depth of 6', remove 15' existing bulkhead to connect upland basin to existing
dock
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? 600 ®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 - natural runoff
Proposed - backfill sheet piling with permeable soil to allow continued natural draininge
I. Will wastewater or stonnwater 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 NIP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
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) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below
a A project narrative —
! I
b. An accurate, dated work ,rizi (including plan view and cross - section : i drawings) drawn to scale. Please give the present status of the
proposed project. Is any pw-tion already complete? If previously authorized +Alork, clearly indicate on maps, plats, draw,r.gs 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 Robert Wolfinger Phone No. 252 - 249 - 6579
Address 106 Whittaker Point Road, Oriental, NC 28571
Name Phillip Heckhaus Phone No. 252 - 637 - 6577
Address 310 Croatan Woods Drive, New Bern, NC 28562
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.
h. Signed consultant or agent authorization form, 9 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 IN C.G.S 113A1-10), 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.
1 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.
1 certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date y// Print Name Steph - 9.4-ISFeel- G �� !
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

Forlr>re DCM SAP -2
(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.
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 d I
150
c (i) Does the area to be excavated include coastal wetlandstmarsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
san -c ay
High - ground excavation in cubic yards.
100
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area. b. Dimensions of disposal area.
Bobby Cahoon Construction
Grantsboro, NC
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
1 acre
d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(u) If yes, where?
Grantsboro, NC
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
(ii) Describe the purpose of disposal in these areas:
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Length
20'
30'
Width
15'
15'
Avg. Existing
Depth
-3' NWL
+5 NWL
NA
NA
Final Project
Depth
-6' NWL
-6' NWL
NA
NA
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 d I
150
c (i) Does the area to be excavated include coastal wetlandstmarsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
san -c ay
High - ground excavation in cubic yards.
100
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a Location of disposal area. b. Dimensions of disposal area.
Bobby Cahoon Construction
Grantsboro, NC
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
1 acre
d (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(u) If yes, where?
Grantsboro, NC
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
(ii) Describe the purpose of disposal in these areas:

3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a Type of shoreline stabilization
®Bulkhead ❑Riprap ❑Breakwater /Sill 00ther
c Average distance waterward of NHW or NWL. 0
e Type of stabilization material,
6 5 oz Sheet Vinyl Bulkhead
g. Number of square feet of fill to be placed below water level
Bulkhead backfill N/A Riprap N/A
Breakwater /Sill N/A Other N/A
i Source of fill material
material from high ground on site
b Length 75'
Width 3'
d Maximum distance waterward of NHW or NWL N/A
f (i) Has there been shoreline crosion during ?receding 12
months
❑Yes ®No ❑NA
(u) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
sand / clay
4. OTHER FILL ACTIVITIES IN 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
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL 11 . "
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)?
Fill to be re -used, stored 150' from canal. Fabric fences & stakes Backhoe, excavtor, barge
to be used to control erosion.
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.
grld Via
Date Ap Ii Name
j
Applicant Signature
Project Name

1
6-
G�yvr9F S!
lyolrz
Directions to Whittaker Point Rd
10.3 mi — about 15 mins
Directions are from Bayboro, NC.
104 Whittaker Point Road is the first house on the right
252 - 571 - 1403
may' Cvrt(,y 21
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@2012 Goggle Quo
Nnoh Carolina,
Yoeht Charters
A 102012 Gooqle
I oft 9/11/2012 8:36 AM

,At Bayboro, NC
J 1 Head east on N Carolina 53 E /Mlain St toward 2nd St go 9 9 mi
Continue to follow N Carolina 55 E total 9.9 mi
About 13 mins
2. Turn left onto Sea Vista Dr 0_ - - r 3 %' r, . i �' f - '' ' `' ' '' go 348 ft
About 57 secs total 9.9 mi
3 Turn left onto Gilgo Rd go 0.2 mi
total 10.1 mi
4. Gilgo Rd turns right and becomes Windward Dr go 0.2 mi
total 10.3 mi
5. Windward Dr turns right and becomes Whittaker Point Rd go 217 ft
total 10.3 mi
I Whittaker Point Rd
Orn
These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause
conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your
route.
Map data 02012 Google
- - - - -
Directions - wer-- en't right? Please find your route on maps.google.com and click "Report a problem" at the bottom left.
2 of 9/11/2012 8:36 AM

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