20081226 Ver 1_CAMA Application_20080812

A 0 8 - 1 2 26
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
August 11, 2008 Wg
MEMORANDUM-
TO: ° r
TO: Cyndi Karoly, Supervisor A UGY 22008
401 Oversight & Express Permits Unit WETLANDS AND ST M`gATERBR/LVCrt
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: John Jenkins and Etta Rooks
Project Location: 1911-1939 Kings Landing Rd., adjacent to canal off AIWW, in Hampstead, Pender Co.
Proposed Project: to replace part of bulkhead, reconfigure existing docking facility and perform
maintenance dredging
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by Sept. 4, 2008. If you have any questions regarding the proposed project,
contact Steve Everhart 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
APPLICANT'S NAME: John Jenkin & Etta Rooks
2. LOCATION OF PROJECT SITE: The project site located at 1911-1939 Kings Landing Drive,
adjacent to a canal off the AIWW, in Hampstead, Pender County.
Photo Index- 2006: 26-6635: O-P,5-6 2000: 26-339: H-1, 19-20 1995: 26-322: Q-R, 21-22
State Plane Coordinates - Y: 2403412 Y: 227274
Lat: 34°22'01.17262" N Long: 77°39'47.61725" W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill ROVER FILE #: Q061912A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/30/08, 6/19/08
Was Applicant Present -Yes (on 1/30/08)
5. PROCESSING PROCEDURE: Application Received - Complete on 7/23/08
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Classification From LUP - Conservation
(B) AEC(s) Involved: CW, ES, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - N/A
(F) Type of Structures: Existing - Two single-family residences, bulkhead, two docking facilities, boat
basin and boat ramp
Planned - Partial bulkhead replacement, dock reconfiguration and maintenance
excavation
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
-50 sq. ft.
(B) Non-Vegetated Wetlands - (open water) 6,750 ft.' 106 sq ft. 416 ft.z
incor orated
(C) Other- High ground (Spoil Disposal) 22,500 ft.-
High ground (Bulkhead Backfill) -734 ft.z
(D) Total Area Disturbed: 30,556 ft.' (0.70 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to replace part of a bulkhead, reconfigure an
existing docking facility and to perform maintenance dredging.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50%a Recycled \ 10% Post Consumer Paper
Jenkins/Rooks CAVIA/Dredge & Fill Permit
Page Two
9. PROJECT DESCRIPTION:
The project site is located at 1911- 1939 Kings Landing Drive, adjacent to a canal off the AIWW, in Hampstead,
Pender County. To get to the site from Wilmington take US Hwy 17 N to Country Club Road. Turn right onto
Country Club Road, and travel approximately 1 mile to Kings Landing Road. Turn right onto Kings Landing
Road and follow it approximately 2 miles. The property is located on the left.
The project area consists of three separate lots, each measuring approximately 0.4 acres in area. The application
states the highground portion of the property is elevated approximately 0-15 feet above Normal High Water.
Vegetation consists of lawn grasses, ornamental trees and shrubs on the highground. Existing man-made
features on the property include two single-family residences, a boat ramp and two docking facilities. The entire
length of the shoreline is stabilized with a bulkhead and a small boat basin exists on the westernmost lot.
Coastal wetlands consist of Salt Meadow Hay (Spartina patens), which border the western side of the boat basin
immediately landward of the bulkhead, Salt Marsh Cordgrass (Spartina alterniflora) growing waterward of the
bulkhead along the western side of the boat basin and two Glasswort plants (Salicornia sp.) growing along the
eastern side of the boat basin, immediately landward of the bulkhead. Sea oxeye (Borrichia frutescens) is also
growing at the edge of the basin landward of the bulkhead. It appears that due to the low height of the bulkhead
adjacent to the boat basin (approximately 1.5' above normal high water), it is likely that the vegetation landward
of the bulkhead floods at least irregularly with a wind-driven or lunar high tide. A canal runs north/south from
the AIWW to the boat basin, then turns east past the boat basin, at which point it narrows and is running parallel
to the AIWW (roughly east/west). At this point, the canal measures approximately 27' in average width. A
marsh island separates the canal from the AIWW, vegetated primarily with Salt Marsh Cordgrass (Spartina
alterniflora). The width of the canal at it entrance is wider, measuring approximately 60 feet in width, which
narrow to approximately 17' in width at its turn.
State Permit 55-78 was issued to Charles Rogers, at that time the owner of 1925 Kings Landing Road, on April
4, 1978 for the maintenance dredging of an existing channel, which originated east of the current project
boundary and terminated near the center of Mr. Roger's lot. An application for a new state permit was submitted
to the Division of Coastal Management in 1979 for the excavation of approximately 1,500 square feet of marsh
between Mr. Jenkin's property to the west and this maintained channel to the east. The application was denied
on May 9, 1979 based on significant adverse impacts to marsh and the resulting inconsistency with Pender
County's Land Use Plan. The permit decision was appealed, the proposed project was modified and approved
on September 7, 1979. The permitted dimensions allowed the excavation of a channel measuring 50 feet in
length by 15 feet in width connecting to another section of channel measuring 30 feet in length by 20 feet in
width. Both sections were approved to be excavated to a final project depth of -5 feet at Normal Low Water
(NLW). A State General Permit (433563-D) was issued to Melza Rooks on April 28, 1997 for the maintenance
dredging of the channel, measuring 150' in length by 15' in width and to a final project depth of -4' at NLW.
The waters of the AIWW adjacent to the project site are classified as SA by the North Carolina Division of
Water Quality. They are not designated as a Primary Nursery Area (PNA) by the North Carolina Division of
Marine Fisheries, and they are OPEN to the harvest of shellfish.
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
Jenkins/ Rooks CAMA/Dredge & Fill Permit
Page Three
PROPOSED PROJECT:
The applicant is proposing to construct a new wooden bulkhead around the existing boat basin, reconfigure the
private docking facility, and to perform maintenance dredging along the entrance channel and canal adjacent to
the AIWW. The bulkhead to be replaced would measure approximately 25 feet in length east of the basin,
approximately 30 feet in length to the north, and approximately 34 linear feet of bulkhead would be replaced
along the western side of the boat basin. The north and eastern walls of the basin would be replaced two feet
waterward of the existing bulkhead and the section to the west would be replaced within the existing footprint to
avoid impacts to the Spartina alterniflora growing waterward of the bulkhead in this area.
The applicant is also proposing to reconfigure the private docking facility within the basin. The access pier
would be shifted approximately 7' to the west and would extend an additional 4' from the bulkhead. The
floating dock would be replaced and would remain in alignment with the pier, as it is currently configured. A
boatlift, measuring 12' in length by 12' in width, would be installed on the eastern side of the floating dock.
Two mooring pilings are proposed waterward of the floating dock, which would allow for a boat to tie up to the
end of the floating dock. The reconfigured docking facility would allow for the docking of two vessels. The
existing water depth in the proposed docking location is approximately 18" at NLW.
The applicants are also proposing to perform maintenance dredging along the existing canal. An access channel,
measuring 175' in length by 20' in width, is proposed from the AIWW to the boat basin. From this point, the
excavation would narrow to 15' in width and would extend 50' in length. As proposed, the channel excavation
would then continue east along the canal, parallel to the AIWW, which would measure 175' in length by 20' in
width. All maintenance dredging would be performed to a final project depth of -5' at NLW. Material would be
excavated using a bucket to barge and the spoil would be placed on the highground portion of the property
behind silt fence and outside of the 30' buffer. The narrative states the channel would be excavated in two
separate passes, with the intention of reducing the impacts of sloughing on coastal wetlands. The spoil site
would measure 100' in length by 225' in width. Approximately 870 cubic yards of material would be excavated.
Once dewatered, the dredged material would then be used as backfill behind the bulkhead and spread out on
highground.
10. ANTICIPATED IMPACTS
The maintenance dredging would disturb approximately 6,750 ft.z of shallow bottom. The dredging operation
would likely result in a temporary increase in turbidity. Due the proximity of the proposed excavation to marsh
vegetation, subsequent sloughing may result in undetermined impacts to coastal wetlands. The proposed
bulkhead would result in the filling of approximately 50 square feet of Coastal Wetlands, vegetated with Salt
Meadow Hay (Spartina patens) and Glasswort (Salicornia sp.), and 106 square feet of Estuarine Waters and
Public Trust Area. The project would also result in the disturbance of approximately 22,940 sq. ft. of high
ground as the result of spoil disposal, bulkhead construction, the associated anchor and tie-back system and
backfill. The docking facility would incorporate approximately 416 square feet of Public Trust Area and
Estuarine Waters. It appears the proposed docking facility may not conform to the 1/4 width rule, as generally
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer- 50% Recycled \ 10% Post Consumer Paper
Jenkins/ Rooks CAMA/Dredge & Fill Permit
Page Four
applied. However, it is primarily located within a man-made basin and would not encroach into the channel, nor
does it appear that it would it obstruct navigation. It would extend approximately 15' outside of the basin area,
and 21' into the waterbody, which measures approximately 48' across at this point. It would not extend any
farther across the waterbody, but would be extended an additional 4' out from the basin to minimize the area to
be dredged. The co-applicant, Etta Rooks, is the only other riparian property owner along the canal with dock
access, as the pier north of Ms. Rooks is not elevated and therefore blocks continued channel access except
perhaps by kayak (the next riparian property owner accesses the AIWW from a channel north of the pier. The
dock would not extend into either 15' riparian setback.
Submitted by: Heather Coats Date: August 8, 2008 Office: Wilmington
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
CAROLINA MARINE CONSTRUCTION,Inc.
3600-E South College Rd. PMB:326 Wilmington, NC 28412 910-793-4143 fax [phone]
July 15, 2008
To: DEH & NR
ATTN: Heather Coates
Re: Narrative Jenkins/Rooks Project
The purpose of the proposed dredging on this project is to maintain an existing channel to allow
for recreational boating and fishing. We are proposing to remove the material utilizing the
bucket to barge method. A hydraulic excavator will be utilized with a clamshell bucket. In order
to prevent any damage to the surrounding marsh adjacent to the channel we are proposing not to
dredge any closer than 5' to those areas. The material will also be removed in two passes to
prevent sloughing. A silt fence will be installed around spoil area to prevent run-off. Once the
spoil dewaters, it will be spread out and seeded. A small portion of the spoil will be used to
backfill the proposed bulkhead.
The purpose of relocating the pier, dock and lift is to get into deeper water away from the marsh.
Currently, the existing bulkhead has deteriorated and has allowed the area under the dock and lift to shoal
in. The proposed new bulkhead and relocation will help to prevent any filling and will also reduce the
frequency of the need to dredge. Standard construction processes are proposed.
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RM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Carolina Marine Construction, Inc. Project Name (if applicable)
Jenkins / Rooks
Applicant 1: First Name
John MI
M Last Name
Jenkins
Applicant 2: First Name
Etta MI
M Last Name
Rooks
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1939 Kings Landing Road PO Box City
Hampstead State
NC
ZIP
28443 Country
USA Phone No.
910- - 270 - 3412 ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. AgentContractor Information
Business Name
Carolina Marine Construction, Inc.
Agent/ Contractor 1: First Name MI Last Name
Michael B Conard
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
3600-E South College Rd PMB:326 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28412 910 - 793 - 414 3 ext. ext.
FAX No. Contractor #
910 794 9909 58629
Street Address (if different from above) City State ZIP

Email
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Pender 1911, 1925, 1939 Kings Landing Rd.
Subdivision Name City State Zip
Kings Landing Hampstead NC 28443-
Phone No. Lot No. (s) (if many, attach additional page with list)
910 - 470 - 6610 ext. , , N/A, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear River Basin Canal Adjacent to AIWW
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 AIWW
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.
Pender Co. Land Use Plan
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
225' 55, 125
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
(3) @, apx 75 x 245,/ 55,125 sq ft, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 0'-15' ®NHW or ?NWL
e. Vegetation on tract
light shrubs, oaks, pines
f. Man-made features and uses now on tract
(3) houses, bulkhead, (2) Private docks, boat ramp
g. Identify and describe the existing land uses adjacent to the proposed project site.
residential
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)
GlYes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom? f ,
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®h 'flhA
National Register listed or eligible property?

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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) 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.
septic
o. Describe existing drinking water supply source.
well
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 purpose of the project is to allow for adequate usage during mid to low tide. Will be used privately for recreational
boating & fishing (see attatched)
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.
Standard construction methods are to be used for relocation of the pier, dock and lift. Same methods will also be used for
bulkhead construction. Barge mounted excavators with clamshell buckets will be utilized to remove the spoil. Material will be
unloaded using Bobcats.
d. List all development activities you propose.
Construction of 89' of 3'-4' bulkhead
Relocate 6'x 24' pier, 8'x 20' dock, 12' x 12' lift(reduced from existing size w/ new cradle)
Dredge apx 870 cubic yards
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? "FM ®Sq.Ft or []Acres
3v; (30
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.
surface 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? A
If yes, attach a mitigation proposal.
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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 Nancy Bullard Phone No. 910-270-9678
Address 1959 Kings Landing Rd.
Name Phil Hardee Phone No. 910-270-2559
Address 1891 Kings Landing Rd.
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.
114-79, SAW 0078-W-071-039-0094
Charles Rogers Jr. & Melza Rooks 7/27/84 & 8/23/79
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 May 8, 2008
Signature
Print Name JVlichael B. Co
i d 3r.W T :ate Id! CPlease indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Cylyens
?DCM MP-3 Upland Development
®DCM MP-4 Structures Information
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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 (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 175' 507 125'
Width 20' 15'- 20'
Avg. Existing 2' 12" - 18" NA NA
Depth
Final Project 5' 5' 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. sandy loam (dewatered excavated material)
870 cubic yards
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 dredge to remove silting and shoaling and to allow
for use at mid-low tides
d. High-ground excavation in cubic yards.
0
2. DISPOSAL OF EXCAVATED MATERIAL [-]This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
on-site 100' x 225'
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:
Fill between old and new bulkhead, build up property for
protection from storms and eroision.
d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
on site and across the street
f. (i) Does the disposal include any area in the water?
?Yes ONo ?NA
(ii) If yes, how much water area is affected?
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:
®Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 2' NHW
e. Type of stabilization material:
wood
g. Number of squared feet of fill to be placed below water level.
Bulkhead backfill 449 sq ft Riprap
Breakwater/Sill Other
i. Source of fill material.
dredge
o. Lengtn: uy
Width: 1
d. Maximum distance waterward of NHW or NWL: 2' 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.
6" - 1" during extreme high tides (as per owner)
h. Type of fill material.
sandy loam (dewatered excavated material)
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation tsHV/, sneu oonom tars/, or
other wetlands (WL) . If any boxes are checked, provide the
(ii) Amount of material to be placed in the water number of square feet affected.
(iii) Dimensions of fill area ?CW ?SAV ?SB
(iv) Purpose of fill ?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 will be installed. Once fill dewaters it will be placed Bucket to barge - excavator with clamshell bucket, (2) S-250
behind buokhead, leveled and seeded. bobcats
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ®No ?NA site? ?Yes ENo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date Applicant
111 2 3 2008
6a J cn h%' S Applicant Signature
Project Name
'6e06
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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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
?Commercial ?Public/Government ®Private/Community
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ENo
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 20'
(iv) Width 8'
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 24'
(iv) Width 6'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
1
(ii) Number of slips existing
1
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: 22'
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
2

252-808-2f3U 1.833-4RCOAS 4u_v?ri ra 4 s3. i a? s? si ra_.ra
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 1
(iii) Length 12'
(iv) Width 12'
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 runabouts
1. (i) Will the facility be open to the c ene al,ppblic?v , . x.
?Yes ®No x r? .
1`8? ,. m
revi5ed? 12127106
4 c,r 0CV1 MP-4 (Structures, Page 2 of 4)
2, DOCKING FACILITY/MARINA OPERATIONS 2This 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? ;i
? S+e F
qm ,?J
C
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
252.808-2308 % I.888-4RCOAST :: vv,. rjvs:,occonstai_rnanaglerneaxt.neIt

revised: 12,;27/06
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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.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
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 N/A
Note: This should be measured from marsh edge, if present.
e. Arc of the swing N/A i 11 . a ..z,,

b. Number 0
d. Description of buoy (color, inscription, size, anchor, etc.)
N/A
232=808-28U8 :: 1-88$4RCf71ZS7' .: wrvsv r ic_txasta(m2 a_gemresIt.. t

revised. 12/2-7106
- rrn OCNI MP-4 ( true-tures, Page 4 of 4)
Z F
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
20'+ 75'+
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
+/- 50'
d. Water depth at waterward end of structure at NLW or NWL
- 2'
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.
8. OTHER ?This section not applicable
a. Give complete description:
We are proposing to construct a total of 89' of 3 -4' bulkhead. 55' is to be 2' in front of the existing bulkhead and 34' is to be in
the same line as existing bulkhead. We are also proposing to relocate the 6'x 24' stationary pier, 8'x 20' floating dock and
12' x 12' boat lift to allow for use of the lift and docking facility at a low tide. (2) mooring pilings are also included to allow for
temporary mooring of a vessel. A maintenance dredge of 870 cubic yards will allow for 4'-5' mlw.
a3/6Y
Date
I COL4-s / J" ?-iWS
Project Name
Applicant Name
Applicant Signature

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