20090004 Ver 1_CAMA Permit Application_20081229

ALT4• 00-0004
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
D ?k
December 22, 2008 LS V U
MEMORANDUM:
DEC 2 9 2008
OS sr
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RNM Steal
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 Major Permit Application Review
Applicant: Joan Johnstone
Project Location: 126 Seagull Court, adjacent to Topsail Sound, Surf City, NC, Pender Co.
Proposed Project: maintenance excavation and a low profile bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by January 15, 2009. If you have any questions regarding the proposed project,
contact Jon Giles 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
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
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Joan Johnstone
2. LOCATION OF PROJECT SITE: The project site is located at 126 Seagull Court, adjacent to Topsail Sound, in
Surf City, Pender County.
Photo Index -2006: 25-6584: N(17) 2000: 25-328: Q(l0)122L25-31.l: 0(9)
State Plane Coordinates - X: 2429382 Y: 242737 GPS File: P11 1813A
Lat: 34°24'30.54779"N Long: 77°34'35.21865"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 18, 2008
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - Complete on November 26, 2008
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Surf City
Classification From LUP - Developed
(B) AEC(s) Involved: EW, PT, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - House and dock
Planned - Maintenance excavation and bulkhead
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
II (A) Vegetated Wetlands I I 498 f.z
I 11
(B) Non-Vegetated Wetlands - open water 1 510 ft.l
(C) Other (Highground)
(D) Total Area Disturbed: 1008 ft'
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant is proposing maintenance excavation and a low profile bulkhead.
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
Joan Johnstone
Page Two
9. PROJECT DESCRIPTION:
The project site is located 126 Seagull Court, adjacent to Topsail Sound, in Surf City, Pender County. To get to
the site from Wilmington take US Hwy 17 N to NC Hwy 210. Turn right onto NC Hwy 210 and continue to NC
Hwy 50. Take a right onto NC Hwy 50. Travel across the swing bridge to the stoplight. Take a right onto NC
Hwy 50. Travel approximately 2.1 miles to Sound Drive. Sound Drive is located on the right side of NC Hwy
50. Take a right onto Sound. Then take the first right onto Oak Drive North. The next left will be Seagull Court.
Take a left onto Seagull court The project site is located at the end of the road on the right. The property is
adjacent to Topsail Sound on the west and a Seagull Court to the east. The property is adjacent to residential
properties on the north and south sides. The current elevation of the property ranges from sea level to
approximately 3.5' above normal high water (NHW). The property is approximately 19,000 ft.- in size. There is
an existing residential structure on the site. The property has a dock located on the western side of the property
and consisting of an 8' x 16' platform that extends into Topsail Sound. The highground portion of the property
is vegetated primarily with Wax Myrtle (Myrica cerifera), Live Oak (Quercus virginiana), and Red Cedar
(Juniperous virginiana). The high marsh portion of the coastal wetlands ranges from 10' to 20' in width and
consist mainly Salt Meadow Grass (Spartina patens) and Salt Marsh Cordgrass (Spartina alterniora). The high
marsh area transitions to low marsh that consists of mainly Salt Marsh Cordgrass and varies in width from 0 to
10'. The normal high water (NHW) line is located along the transition from high marsh to low marsh.
The Town of Surf City Land Use Plan classifies the upland areas of this project as Developed. The waters of the
project site are classified as SA by the NC Division of Water Quality. The NC Division of Marine Fisheries has
NOT designated this area of Topsail Sound as a Primary Nursery Area, and the waters adjacent to the
proposed project are open to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to perform maintenance excavation in front of the dock. The excavation area would
measure approximately 17' in width and 30' in length to a final depth of -3' @ NLW. The total amount of
material to be excavated would be approximately 23 cubic yards. The applicant is also proposing to install 107
linear feet of low profile wooden bulkhead at the waterward edge of coastal wetlands, in an effort to reclaim
property lost due to erosion. The average distance from the bulkhead to the waterward edge of wetlands is
approximately 7', the widest point being approximately 12' in width and the narrowest being approximately 2'
in width. The applicant is also proposing to use the excavated material for the bulkhead back fill (approximately
7 cubic yards). The remaining 16 cubic yards would be hauled off to an approved upland site. Then the area
would be planted with coastal wetland species. The applicant states that the top of the bulkhead would be 2
inches below NHW.
10. ANTICIPATED IMPACTS
The proposed low profile bulkhead would incorporate approximately 500 ft.2 of Estuarine Waters and Public
Trust Area AEC's. The proposed bulkhead fill would create approximately 500 ft.2 of coastal wetlands. The
proposed excavation would result in the disturbance of approximately 510 ft.2 of shallow bottom.
Submitted by: J. W. Giles Date: January 9, 2008 Office: Wilmington
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone [phone] \ FAX: [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled \ 10% Post Consumer Paper
CANLA MAJOR PERMIT APPLICATION
JOAN JOHNSTONE
SURF CITY, NC
PROJECT NARATIVE
1.0 General Facility Information
The Johnstone site consists of approximately 0.43 acres located on Seagull Court
in the subdivision of Section Two Island Oaks within the town of Surf City, in
Pender County, North Carolina. A topographic vicinity map is attached as
Exhibit 1 illustrating the Site location and adjacent vicinity. Exhibit 2 is an aerial
photograph depicting the project boundaries and Exhibit 3 illustrates the existing
site conditions and its relationship to adjacent property owners.
The objective of this project is to construct a low profile bulkhead along the
property line that abuts Topsail Sound in order to stabilize the eroding shoreline
along this portion of the property, while allowing flooding and inundation during
high tide of the property on the landward side of the bulkhead to the extent it will
support the growth of replanted coastal marsh and wetland vegetation species.
The erosion is being caused by the ingress and egress of numerous vessels which
regularly produce damaging wakes. The applicant is also proposing to
simultaneously perform sub aqueous maintenance dredging/excavation activities
of an area approximately 17ft x 30ft in the canal in front of the existing pier/boat
dock, essentially restoring the original dredge depth of the canal and removing the
sloughed off marsh sediments to be used in the backfilling and restoration of the
coastal marsh. It is notable that the project is not located in an area designated as
Primary Nursery Area.
2.0 Existing Site Conditions/Features
Existing site features include a single story, wood frame home on piles with decks
and porches. A deck/walkway leading from the house to a pier/boat dock situated
on a canal within Topsail Sound that abuts the property. Exhibit 3 is a site map
showing the existing site conditions.
The site is characterized by generally flat topography gently sloping to the west
toward Topsail Sound. There is a pond located on the southern corner of the
property with a bullheaded area along the north side of the pond and another
bulkheaded area on the north side of the house.
A formal delineation of section 404 wetlands and coastal marsh was conducted by
The Clark Group on September 17, 2008 in order to determine the jurisdictional
limits of the waters of the United States and the North Carolina Divin
CC T 16 2008
Ci?l 'A??l.S1tT3: N, ivy.
Coastal Management in all areas bounding the applicant's property. A meeting
was also held with the local CAMA representative to discuss the site and
permitting possibilities. A wetland map with all supporting documentation is
being submitted to the U.S. Army Corps of Engineers concurrently with a copy of
the enclosed CANIA Major Permit Application. See Exhibit 4 for the wetlands
location map.
3.0 Proposed Site Modifications
Proposed site modifications include the construction of a low profile bulkhead
and placement of a minimal amount of fill behind the bulkhead and the sub
aqueous excavation of approximately 23 yards of material in an area adjacent to
the existing pier/boat dock. See Exhibit 4 for proposed site modifications and
Exhibit 5 for excavation information.
The wooden bulkhead (8in wide x 107ft long) will be constructed so that the final
elevation at the top of the bulkhead will be approximately 2 inches below normal
high water. This will allow flooding and inundation of the area behind the
bulkhead to support the growth of coastal and wetland vegetation species. Coastal
species will also be planted in the backfill that is placed behind the bulkhead and
monitored in accordance with standard practices for mitigation. This backfill will
come from the material excavated during the maintenance dredging activities so
as to be of like kind and consistency as the marsh soils characteristic of coastal
habitat. It is estimated that approximately 7 cubic yards of fill will be required.
The remaining estimated 16 yards of excavated material will be transported
offsite by contractor to an approved disposal site.
I
OCT 16 2008
DC iai+ W Lail l N',GII0N
THE CLARK GROUP
'
1
I, Joan Johnstone, hereby authorize The Clark Group to act as the agent of Joan
Johnstone in any and all transactions, communications and interactions, as deemed
necessary, with all Federal and State agencies regarding the property located at 126
Seagull Court, Surf City, North Carolina, within Topsail Township, County of Pender,
State of North Carolina, and identified by parcel number 4224-92-4655-0000.
The purpose of the agent relationship is to perform Coastal Area Management Act
(CAMA) activities on the referenced property.
Signed:
Date: '7
Corporate: 5000 Blue Clay Road Castle Hayne, NC 28429 - Post Office Box 10136 Wilmington, NC 28404
[phone] Office - [phone] Facsimile C`'. E V D
www.clark ,,roua.us
OCT 16 2008
MIN MP-1
APPLICATION for

Mayor Development Permit
(last revised 12127/06)
0 9- 0 0 0 4 North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Joan Johnstone
Joan Johnstone
Applicant 1: First Name MI Last Name
Joan Johnstone
Applicant 2: First Name MI Last Name
if additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
126 Seagull Court Surf City NC
ZIP Country Phone No. FAX No.
28445 Pender 910- 328- 5876 ext. - -
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
The Clark Group
Agent/ Contractor 1: First Name MI Last Name
Remly Paul Clark
Agent/ Contractor 2: First Name MI Last Name
Donald F. Quinn
Mailing Address PO Box City State
10136 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28404 910 - 602 - 390 0 ext. - - ext.
FAX No. Contractor #
910 602 3975
Street Address (if different from above) City State

5000 Blue Clay Road
Castle Hayne
NC ;28429--
Email ^ f
PClark@Clark9rouP•us; d4uinn@Clark9rouP•us
!,- ' d : ? ^ J ; +j
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
Project Location
County (can be multiple) Street Address State Rd. #
Pender 126 Seagul Court
Subdivision Name City State Zip
Section Two Island Oaks Surf City NC 28445-
Phone No. Lot No. (s) (if many, attach additional page with list)
910 - 328 - 5876 ext. 33, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Topsail 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 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.
Surf City
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
104.14 ft. 18,903 sq.ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NA, NWL (normal water level)
(!f many lot sizes, please attach additional page with a list) 3.5 ft ®NHW or ?NWL
e. Vegetation on tract
Wetland species and domestic grasses
f. Man-made features and uses now on tract
A single story wood frame dwelling, on piles with porches and decks. A deck/walkway out to an existing pier/boat dock.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Single family homes and a vacant lot described as proposed recreational area for the subdivision.
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 INA
National Register listed or eligible property? V X
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? 0Yes ?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.
municipal, Town of Surf City
o. Describe existing drinking water supply source.
municipal, Town of Surf City
p. Describe existing storm water management or treatment systems.
municipal, Town of Surf City
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 purpose of the proposed low profile bulkhead is to stabilize the shoreline along the portion of the property that abuts the
water, while allowing flooding and inundation during high tide to support wetland & coastal marsh vegetation species on the
landward side of the bulkhead. Dredging in front of the existing boat dock to allow easier access for boats.
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.
Small platform barge with bulkheading equipment and clamshell bucket for excavation.
d. List all development activities you propose.
Construct a low profile bulkhead along waterward property boundary and conduct maintenance dredging/excavation of an
area (17' x 30') in front of existing boat 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? 1222 ®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.
none
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.
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Form DCM MP-1 (Page 5 of 5)
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 Jeffery M. Cutler Phone No. 919-365-0182
Address 179 Lu Tom Lane, Wendell, NC 27591
Name Island Oaks Homeowners Association clo Martha Ward, Chairman Phone No.
Address 125 N. Oaks Drive, Surf City, NC 28445
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.
None
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 applic n is truthful to theft of my knowledge.
Date j - - Print Na tSo, C...\ A F_ csL :I nlN
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 +e?'ft L:j

252-803.2308 .. 1.883-4RCOAST . wrvv*i.ncccastalrrianagernent.net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel - - -Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
(NLW or
NWL stabilization
Length 30 ft 107 ft
Width 17 ft 4.66 ft
Avg. Existing _ 1.5 ft NLW NA NA 0.0 NLW
Depth
Final Project - 3 ft NLW NA NA .75 NLW
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
23 cubic yards (subaqueous dredge)
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:
Maintenance dredging to increase the depth of water for boat
access.
?This section not applicable
b. Type of material to be excavated.
sand and clay
d. High-ground excavation in cubic yards.
none
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
To be disposed of by contractor at approved site.
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:
Minimal backfill on landward side of bulkhead.
?This section not applicable
b. Dimensions of disposal area.
NA
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ®NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
N/A

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3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
EBulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: 2' NHW, evelation
of top of proposed bulkhead is below NHW level
e. Type of stabilization material:
wooden bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 498 Riprap
Breakwater/Sill Other N/A
i. Source of fill material.
Part of material that was dredged/excavated.
b. Length: 107 ft.
Width: 8 in.
d. Maximum distance waterward of NHW or NWL: 13'NHW
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.
N/A
h. Type of fill material.
sand/clay
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 olaced in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water appx. 7 cubic
yards
(iii) Dimensions of fill area 107 ft long x 4.66 ft wide(average
width
(iv) Purpose of fill
backfill behind bulkhead, fill material to be derived from
excavated/dredged material at site.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
ECW ?SAV ?SB
?WL []None
(ii) Describe the purpose of the fill in these areas:
498 sf, fill behind bulkhead, fill to current surface elevation.
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)?
Approximately 7 cubic yards of excavated material will be placed Dump truck, clam shell bucket on barge and pile driving
behind bulkhead and planted with coastal marsh vegetation equipment
species and the remaining excavated material will be hauled
away by contractor to an approved site.
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.

Joan Johnstone
Date Project Name

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.
5 63
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Form DCM MP-2 (Excavation and Fill, Page 3 ,of 3)
TQr'?.I [di? ?_ ?th-ANN
plica Name
Applicant Signature 7X,C C1191A --jO
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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.
l.-DOCKING FACILITY/MARINA CHARACTERISTICS EThis section not applicable
a. (i) Is the docking facility/marina:
?Commercial ?Public/Government ?Private/Community
b. (i) Will the facility be open to the general public?
?Yes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) 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
(ii) Number of slips existing
i. 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:
k. Typical boat length:
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 ('vet slips") only, number of slips:
? 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).
1. (i) Will the facility be open to the general public?
?Yes ?No

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Form DC M 7P-4 ??f??ytures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS 21 This 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?
?„., .1yyf9 V Z
.fix .a., .
m. Is the marinaldocking facility proposed within a primary or secondary nursery area?
?Yes ?No

.; 1
+... -t y
252.a08-22:03 ;. 1-888-4RCOAS :; yrva?_ncwoa lmaa_3ag men#.n i revisad: 12127;0$
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 (WL)? 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) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?Public/Government ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
d. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) [2 This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) G) 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
a. Is the structure(s):
?Commercial ?Public/Government ?Private/Community
b. Number
C Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present,
e. Arc of the swing
®This section not applicable
d. Description of buoy (color, inscription, size, anchor, etc.)
--VIAL-
1
7. GENERAL

2?2-30i3•-2.9Qi3 :: I-8w?•-? i4+?AS"f :; ,arvrv.nc_p?ast. i?mar? gamznt..n t revised. I2i27 i;f
Ports E)CM MP-4 ?Stfucturss, rage 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
Bulkhead will terminated at owners property corners
b. Proximity of structure(s) to adjacent docking facilities.
Bulkhead will run behind and beneath existing boat dock.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
44 ft at closest point in front of property
d. Water depth at waterward end of structure at NLW or NWL
-3' NLW at deepest location
e. (i) Will navigational aids be required as a result of the project?
?Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented.
18. OTHER EThis section not applicable
a. Give complete description:
Z/- ° ?/
Date
Joan Johnstone
Pro'ect Name ``
L=C'\J ??V.?/Vh)
pph t Name
?--
Applicant Signature /AAA C'wl< ??`x'1p

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