20081428 Ver 1_CAMA Application_20080918

A 08- 1 4 2 8
NCDENR
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
September 16, 2008
MEMORANDUM 0 9
TO: Cyndi Karoly Q
Environmental Biological Supervisor SEP 1 8 2008
Division of Water Quality DENR-WATER QUALlyy
WETLANDS AND STORMWATER BRANCH
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: FRED M. WESCOTT
Project Location: 621 Croatan Ave., SR 1196, Manteo, adjacent Dough's Creek, Dare County
Proposed Project: Dredge boat basin, construct bulkhead, reconstruct existing net shed
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 10/07/08 to 400 Commerce Avenue, Morehead City, NC 28557. If you have
any questions regarding the proposed project, please contact Holley Snider at [phone],
ext. 232. When appropriate, in-depth comments with supporting data are 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
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Fred Wescott Net Shed
2. LOCATION OF PROJECT SITE: 621 Croatan Avenue, SR 1196, Town of Manteo,
Dare County adjacent to Dough's Creek and contiguous with Shallowbag Bay and the
Roanoke Sound
Photo Index- 2006: 183-7191 V-2 2000:183-2137C-4 1995:182-1882V-17,18
1989:1 52-4 K-6, 7 1985: 141-1570 S,T-12 1978: 83-361 Q-16
State Plane Coordinates - X: 2 985 839 Y: 803 628 Manteo Quad LL
Rover File #B091010A
3. INVESTIGATION TYPE: CAMA / D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - June 18, 2008 Sept 10, 2008
Was Applicant Present - Yes Yes
5. PROCESSING PROCEDURE: Application Received Complete - September 10, 2008
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Manteo
Land Classification From LUP - Single Family Residential
(B) AEC(s) Involved: CW, PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing - Septic
Planned -None
(F) Type of Structures: Existing - Net Shed, Pier, Bulkhead
Planned - Net Shed, Pier, Bulkhead
(G) Estimated Annual Rate of Erosion: <1 foot
Source - Observation
7. HABITAT DESCRIPTION: [AREA]
nRFnr.Fn FILLED OTHER
(A) Estuarine Shoreline

Coastal Wetlands
Bulkhead
100 Sq. Ft.
(B) EW, PTA Boat Basin Bulkhead Shaded
220 Sq. Ft. 246 Sq. Ft.
809 Sq. Ft.
(C) Estuarine Shoreline Upland Bulkhead
Disturbance
1845 sq. ft.
Disposal Site
400 sq. ft.
Fred Wescott Net Shed
Field Investigation Report
Page 2
(D) Total Area Disturbed: 2,800 square feet (0.06 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to dredge an existing boat basin,
construct new bulkhead, and reconstruct an existing net shed over Dough's Creek.
Project Setting
The proposed development site is located at 621 Croatan Avenue, SR 1196, in the Town of
Manteo, Dare County. The project site is located adjacent to Dough's Creek and is contiguous
with Shallowbag Bay and the Roanoke Sound. The project site is a 7,290 square feet parcel
with an average elevation of +1.5 feet above Normal Water Level. According to FEMA's Flood
Insurance Rate Map the property is located within an AE (8) Flood Zone. Man-made features
on the tract include a storage building, crab shedders, a boat basin, bulkhead, net shed and
associated piers. Vegetation on the tract includes domestic lawn grasses, salt grass (Distichlis
spicata), and black needle rush (Juncus roemerianus). The archaeological site Dr 48 is located
within one-half mile of the project site and there are no known archaeological sites in the area
of proposed development.
The project site has approximately 170 linear feet of shoreline adjacent to Dough's Creek.
Approximately 35-feet of shoreline surrounding the boat basin have been stabilized by a low
bulkhead. Existing along the shoreline adjacent to the boat basin is a fully enclosed net shed
located waterward of Normal Water Level. The net shed has been historically used for
commercial fishing operations and is one of few remaining along the shore of Dough's Creek.
The existing net shed is dilapidated and is surrounded on the east and south sides by a
perimeter dock approximately 5-feet wide. The perimeter dock structure on the north side of
the shed has been damaged and only remnant pilings remain. The existing bulkhead is failing
in the area of the boat basin and the westernmost portions have failed entirely leaving only
remnant piles along the shore. In the area where no shoreline stabilization exists, a narrow
wetland fringe of Juncus roemerianus is present, ranging in width from 1-2 feet landward of
Normal Water Level. Distichlis spicata is present and mixed with lawn grasses landward of the
existing bulkhead. The project site has experienced erosion of <1-foot per year, as observed
by the applicant. The areas of shoreline void of bulkhead exhibit a 6"-8" erosion scarp. The
adjacent property to the south has been stabilized with riprap and is an undeveloped residential
lot. The adjacent riparian property to the north has been stabilized with riprap and is a
developed residential lot.
The project site is located adjacent to Dough's Creek. The waters of Dough Creek have been
designated a Primary Nursery Area by the Marine Fisheries Commission. The water depth
adjacent to the bulkhead is approximately -1-feet and approximately -3-feet on the waterward
side of the net shed. The width of Dough's Creek is approximately 138-feet as measured from
the most waterward portion of the perimeter dock. The presence of submerged aquatic
vegetation and shellfish beds have not been observed in the boat basin or waters surrounding
the existing net shed. The waters of Dough Creek have been designated as SA by the Division
of Environmental Management and are closed to shellfish taking.
Fred Wescott Net Shed
Field Investigation Report
Page 3
Development Proposal
The applicant proposes to replace the existing net shed and perimeter dock, dredge the
existing boat basin, and construct new bulkhead for shoreline stabilization. The applicant is
proposing to dredge the existing boat basin to a depth of -3 feet. The boat basin is
approximately 22-feet in length and 10-feet wide and has an average depth of -1 foot. The
applicant proposes to remove 16.3 cubic yards of material, using an excavator, from the boat
basin to be held in a 400 square foot disposal site located approximately 45-feet from Normal
Water Level. The spoil material will be surrounded by silt fence, allowed to dry, and will be
removed by truck. The applicant proposes to construct 123 linear feet of new vinyl bulkhead
aligning the shoreline, with a 10-feet wingwall to the north and a 12-feet wingwall to the south.
The existing 35-feet of failing bulkhead will be removed and replaced within the same
alignment. The proposed bulkhead alignment will have an average distance of 2-feet and a
maximum distance of 4-feet waterward of Normal Water Level. The applicant proposes to
backf ill the bulkhead with clean sand from an upland source. The applicant is also proposing to
reconstruct the existing dock and net shed on Dough's Creek. The applicant proposes to
restore the net shed to its historical use. The net shed is one of few remaining and the Town of
Manteo supports all efforts to restore this historically significant structure. The applicant is
proposing to replace the structures within the existing 24.5-feet long by 33-feet wide footprint.
The existing net shed has been traditionally used by watermen for commercial fishing
operations and has fallen into disrepair. The net shed is located entirely waterward of Normal
Water Level, is fully enclosed and serviced by electricity. The net shed, including roof
overhang, is 25.5-feet wide, 20-feet long, and approximately 15-feet tall. Historically, a
perimeter dock, approximately 5-feet wide existed along the three-waterward sides of the net
shed. A portion of the perimeter dock on the north facing side of the shed was damaged and
has been removed. The south and east portions of the perimeter dock remain and are in need
of replacement. The applicant proposes to reconstruct the perimeter dock structure. The north
dock will measure 20-feet long by 4.5-feet wide, the east dock will measure 4.5-feet long by 28-
feet wide, and the south dock will measure 24.5-feet long by 5-feet wide. The width of Dough's
Creek is 162-feet in the location of the project site and the existing net shed projects 25.5-feet
into the creek. The waters adjacent to the net shed are -3-feet in depth and the depth of the
existing boat basin is -1-feet. The proposed net shed, dock, and basin maintenance will
provide dockage for 2 vessels. Due to the configuration of the shoreline the net shed will not
extend beyond a quarter width of the waterbody and will be aligned with adjacent piers and
shorelines. The net shed will be setback a minimum of 20-feet from the adjacent riparian
property owner to the north and more than 80-feet from the adjacent riparian property owner to
the south.
Anticipated Impacts
The proposed net shed and dock reconstruction will take place entirely within the existing 24.5-
feet long by 30-feet wide footprint. The existing net shed and dock shade approximately 739
square feet of Estuarine Waters and Public Trust Area Areas of Environmental Concern (AEC).
The reconstruction of the removed north portion of the perimeter dock will result in an additional
Fred Wescott Net Shed
Field Investigation Report
Page 4
70 square feet of shading in the EW and PTA AECs. The complete restoration of the net shed
and dock will result in a total of 809 square feet of shading in the EW and PTA AECs. The
existing net shed and dock project approximately 25-feet out into Dough's Creek. The
applicant does not propose expansion beyond the current footprint of the dock and net shed.
The proposed dredging of the existing 220 square feet boat basin to a depth of -3-feet will
result in the excavation of 16.3 cubic yards of material from below Normal Water Level within
the PTA and EW AEC. The resulting spoil material will be placed in a 20-feet by 20-feet spoil
disposal site located approximately 45-feet landward of Normal Water Level within the
Estuarine Shoreline AEC. The spoil disposal site will be surrounded by silt fence, the material
will be allowed to dry and removed from the site by truck.
The proposed 123-feet of bulkhead will result in 246 square feet of fill in the PTA and EW
AECs. The proposed bulkhead alignment on the north and west shorelines will result in 100
square feet of fill landward of Normal Water Level in the Coastal Wetland and Estuarine
Shoreline AEC. The proposed bulkhead, tie back and wingwall construction will result in 1845
square feet of disturbance within the ES AEC. Temporary water turbidity can be expected
during bulkhead and dock construction.
Submitted by: Holley Snider
Date: September 10, 2008
r'

=,' G zt
Fred Wescott Net Shed
Replace Existing Net Shed and Dock, Perform a Maintenance Dredge Within the
Existing Basin, Repair and Construct New Bulkhead
Project Narrative
Fred Wescott Net Shed is located on Dough's Creek in downtown Manteo NC. Fred Wescott
Net Shed is owned by Mr. Fred Wescott. It is one of the last working net sheds on Dough's
Creek. Mr. Fred Wescott is 82 years old and a lifetime resident. His father Mr. Lloyd M.
Wescott built the Net Shed about 100 years ago. There were about four or five of such buildings
along Dough's Creek and Mr. Fred Wescott's Net Shed is the last survivor. Many people have
painted canvas paintings and taken pictures of this net shed. Mr. Fred Wescott's father and his
two brothers cared very much for this shed and because Mr. Fred is 82 years old, he knows that
he will not be around much longer to enjoy it. For sentimental reasons he would like to leave a
repaired - restored net shed for future generations private use.
The Fred Wescott Net Shed application proposes to do the following as shown in drawings.
1. Replace existing net shed and dock.
2. Perform a maintenance dredge within the existing basin.
3. Repair and construct new bulkhead.
a,Sa? c ?
The proposed improvements will result in approximately-l,310 square feet of land disturbance.
There are no wetlands or coastal wetlands on the site. No other work is proposed on this
property.
The Town of Manteo fully supports all efforts to restore this structure.
Written by Calvin Gibbs
September 3, 2008
08-1428
Rim MP-1 ECEIVEO
APPLICATION for s
Major Development Permit
f ftob th
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (it applicable)
Fred Wescott Net Shed
Applicant 1: First Name
Fred MI
M Last Name
Wescott
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
611 City
Manteo State
NC
ZIP
27954 Country
USA Phone No.
252 - 473 - 2941 ext. FAX No.
-
Street Address (if different from above)
621 Croatan Avenue City
Manteo State
NC ZIP
27954-
Email
2. Agent/Contractor Information
Business Name
Calvin Gibbs Building Contractor
Agent/ Contractor 1: First Name
Calvin MI Last Name
Gibbs
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box
39 City
Manns Harbor State
NC
ZIP
27953 Phone No. 1
252 - 473 - 8498 ext. Phone No. 2
252 - 473 - 2365 ext.
FAX No.
252 473 1881 Contractor #
26088
Street Address (if different from above) City State ZIP
Email
<Form continues on back>
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SEP 1 8 2008
8 2 ? "i 1 8, 4 :Z C 0 A, S .z y a , s .. ..z i .., ? on TkAt?DS?A $TOR?OTER BRANCH
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Dare 621 Croatan Avenue SR 1196
Subdivision Name City State Zip
N/A Manteo NC 27954-
Phone No. Lot No.(s) (if many, attach additional page with list)
252 - 473 - 2194 ext. ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Dough's 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.
®Naturai ?Manmade ?Unknown Roanoke Sound
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 Manteo
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
-170 7,290
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list) ?NHW or ®NWL
e. Vegetation on tract
Domestic Yard Grasses
f. Man-made features and uses now on tract
Storage Buliding, crab shedders, bulkhead, boat basin, net shed
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential and undeveloped
h. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning?
Residential (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
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
5CEIVE Major Development Permit
NC' DEN `
091
m. (1) Are there wetlands on the site? ?Yes ®No
(ii) Are there coastal wetlands on the site? ie~L ? r?iV ?lC? .11131 es ®No

(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
on site septic
o. Describe existing drinking water supply source.
county water
p. Describe existing storm water management or treatment systems.
N/A
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.
The applicant proposes to restore on of the last working net sheds on Dough's Creek. The shed will be used to store
commercial fishing supplies and provide docking within the basin for a single vessel.
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.
Manual and mechanical labor using a backhoe and dump truck.
d. List all development activities you propose.
Replace exisitng net shed and dock. Preform a maintenance dredge within the exisitng basin. Repair and construct new
bulkhead.
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? -2500 ®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.
stormwater runoff
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>
`.;a'3 -1 C', E. 2 t<s , 1 c! :<:' 4 rR C; 0 ,sS r ., w v.? vv .n c,, o:.:? fi t n I m z u age..c. .l. yin 1
Form DCM MP-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) (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 advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Christine and William Tucker Phone No.
Address P.O. Box 335 Manteo, NC 27954
Name Stuart Wescott Phone No. 252-473-3604
Address P.O. Box 816 Manteo, NC 27954
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, 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 knowledge.
Date '9/10/09 Print Name C' w j u. h C, b bS
Signature Cpl N L
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
a+. 5 2 4i n <.. - 2 11 8 1 x. 0 " " £"`a ,.. t A'. S. `Y' "' vY v.r . o c ^ aQ 'Ti s t , e 1 'a ^ n _ .., 'Ti
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
S ['#
k
L,..t

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
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length 22'
Width , 10'
Avg. Existing -16 NA NA
Depth
Final Project - - - _3' 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. sand
16.3
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:
d. High-ground excavation in cubic yards.
n/a
12. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
approx 45'f rom NW L
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:
20'x20'
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
same location
f. (i) Does the disposal include any area in the water?
?Yes SNo ?NA
(ii) If yes, how much water area is affected?

Form CM P_2 ( xc iration and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION []This section not applicable
(If development is a wood groin, use MP-4 - Structures)
C1. 1 ypt3 V! a1ivre111m sLaumcauOn:
OBulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: 2'
e. Type of st liz ti n material:
wood or 'nlv uTk ead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 246 Riprap
Breakwater/Sill Other
L Source of fill material.
upland
0. Lengtn: 143
Width: 1'
d. Maximum distance waterward of NHW or NWL: 4'
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.
<1', Observation
h. Type of fill material.
clean sand
4. OTHER FILL ACTIVITIES ZThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (1) Will fill material be placed in coastal wetlands/marsh ((WI
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)?
silt fence backhoe
c. (i) Will navigational aids be required as a result of the project?
?Yes NNo ?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.
q'/ ID/o9
Date
Fred Wescott Net Shed
Project Name
Applicant Name
Ca,lyirl C 665
Applicant Signature

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
';IC 13EN
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.
i, DOCKING FACIUMMAR/NA CHARACTERISTICS
a. (1) Is the docking facility/marina:
?Commerciai []Public/Government NPrivate/Community
[]This section not applicable
(i) Will the facility be open to the general public?
?Yes ®No
b.
c. (i) Dock(s) and/or pier(s)
(ii) Number 3
(iii) Length 25'
(iv) Width 4' Average Dimensions of perimeter docks
(v) Floating ?Yes ®No
e. (1) Are Platforms included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
2
(ii) Number of slips existing
2
Check the proposed type of siting:
[] Land cut and access channel
[]Open water; dredging for basin and/or channel
[]Open water; no dredging required
®Other; please describe:
Maintenance dredge exisitng basin
k. Typical boat length: 25'
m. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
d. (i) Are Finger Piers included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 2
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabout
1. (i) Will the facility be open to the general public?
?Yes ®No

Form DOM MP- (Structures, Page of 4)
2. DOCKING FACILITY/MARINA' OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
,,.
T: JM ° S, -?'. .. `; `3£ C} .. C.. .S5 ,: SRI x51.4 Gt3 , t ,?.: ct rtn ea :.-.. '„ ',Z21.:06
Form M -4 ( tntg tur es, Page 3 of )
L ? ? i dam}:..
r' t ??f ?.
m. Is the marina/docking facility proposed within a primary or secondary nursery area? of bu
?Yes ?No
iZ+??
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (W L)? If any boxes are checked, provide the number of square feet affected.
?CW ?SAV ?SB
?WL ?None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)
a. (1) Is the boathouse structure(s):
?Commercial ?Public/Government NPrivate/Community
(ii) Number 1
(iii) Length 25.5'
(iv) Width 20'
Note: Roofed areas are calculated from dripline dimensions.
?This section not applicable
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable ;l
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6 MOORING PILINGS and BUOYS ®This section not applicable`
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
+20'
b. Proximity of structure(s) to adjacent docking facilities.
+25
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
-162'
d. Water depth at waterward end of structure at NLW or NWL
-3-
e. (i) Will navigational aids be required as a result of the project?
?Yes RNo ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ?This section not applicable
a. Give complete description:
The applicant proposes to replace an existing net shed located over Dough's Creek. This net shed has been located on
Dough's creek for approximately 80 years and has fallen into disrepair. The net shed will be replaced within the same
footprint. The net shed will be fully enclosed and will have a roof overhang of 1' on the north and south sides. The net shed
will also have a perimeter dock around three sides to provide access to the building. The applicant proposes to restore the
structure to an operational net shed.
/)D I zq_
Date
Fred Wescott Net Shed
Project Name
Applicant Name
Calvin qi,bbs
Applicant Signature

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http://maps.google.com/maps?ie=UTF8&hl=en&11=35.913 523,-75.667992&spn=0.047548... 9/10/2008
MAJOR PERMIT FEE MATRIX
Applicant: FRED M. WESCOTT
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
E] development that does not $250 100%($250) 0%($0)
involve the filling or
-excavation of any wetlands
or open water areas:
ll. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
-excavation-of any wetlands
or open water areas:
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 $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
? development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
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:
III(D). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas: