20071669 Ver 1_CAMA Application_20071002

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross, Jr., Secretary
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality, Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 1 October 2007
SUBJECT: CAMA Application Review
APPLICANT: River View Estates

Respond to Doug Huggett
Morehead City Office
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PROJECT LOCATION: Off SR 1354 at the end of Cypress Shores Rd, adjacent to a man-made
canal that drains to the Pamlico River, near the City of Washington, in Beaufort County North
Carolina.
PROPOSED PROJECT: Applicant proposes to build a 10 slip inland marina. with observation pier
and boardwalk to service five single-family homes.
Please indicate below your position or viewpoint on the proposed project and return this form by 22
October 2007. Please contact Mike Thomas at 252-948-3950, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Signed
Date
N,,°~~neuu~~Carolina
dvatura!!y
943 Washington Square M14all, Washington, North Carolina 27889
Phone: [phone] FAX: 252-948-D478 1 Internet: www.ncooastalmanagem~t.nett
An Equal Opportunigr 1 Afrimiative Action Empbyer -5096 Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: River View Estates
2. LOCATION OF PROJECT SITE: Off SR1354 at the end of Cypress Shores Rd, adjacent to a man-
made canal that drains to the Pamlico River, near the City of Washington, in Beaufort County North
Carolina.
Photo Index 2006: 100-8156 P-12 2000: 100-1139 Q-13
State Plane Coordinates - X: 645,386.166 Y: 2,593,976.031 GPS Rover File #H071714A
USGS Quad: Blounts Bay (center left)
3. INVESTIGATION TYPE: CAMA /Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit -17 July 2007
Was Applicant Present -Representative from Consulting Firm
5. PROCESSING PROCEDURE: Application Received - 20 September 2007
Office -Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Urban Transistion
(B) AEC(s) Involved: ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing -Septic tank and drain field.
Planned -Same as above.
(F) Type of Structures: Existing -Single-family home, swimming pool, barn, and bulkhead
along canal entrance.
Planned - ±220' X ±6' pier with a f 35' X ±35' octagonal platform,
±708' X t6' boardwalk, boat basin with 10 slips, (5) f 15' X ±2'
catwalks, ±340 bulkhead/breakwater, and (5) single-family dwellings.
(G) Estimated Annual Rate of Erosion: N/A
Source -
7. HABITAT DESCRIPTION:
[AREA]
TAR RI~CTF.T) FTT ,LF,D OTHER
4,212 ft2 (shaded
(A) Vegetated 404 Wetlands ±364 CY wetlands)
(B) Non-Vegetated Wetlands ±1,847 CY ±680 ft2 ±2,695 (shaded)
man-made canal/ river bottom
(C) Other
(D) Total Area Disturbed: ±6,907 ft2 shaded, ± 37,820 ft2 dredged/excavated (~2,211CY), and ±680
ft2 filled.
(E) Primary Nursery Area: No
(F) Water Classification: SC/NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to build a 10 slip inland marina with observation pier
and boardwalk to service five single-family homes.

River View Estates
Beaufort County
Project Setting
The project area is located off of SR 1354 at the end of Cypress Shores Road, adjacent to a man-
made canal that connects to the Pamlico River near the City of Washington, in Beaufort County
North Carolina. River View Estates is a planned subdivision of t 6. ]acres to establish five single-
family home lots, associated common area with an observation pier and boardwalk, and 10 slip
docking facility.
Historically, the property was the site of asingle-family home and is vegetated primarily with
lawn grasses with a border of mixed hardwood species to the north, east and west along the
property lines. Aman-made canal exists on the project site running North from the Pamlico River
and then turns accross the property towards the east. An area of 404 wetlands with associated
plant species forms a border between the high ground portion of the property and the canal. The
border of 404 wetlands transitions to an area of coastal wetlands downstream near the entrance to
the canal where it joins the Pamlico River. The presence of submerged aquatic vegetation (SAV j
was not confirmed through observations from the shoreline however, beds of SAV have been
noted along the project site historically and appear in aerial surveillance photographs of the area.
Existing man-made features present of the project site include an abandoned single-family home
with in ground swimming pool, two storage buildings, and bulkhead along portions of the canal
entrance. The project site is bordered both upstream and down by single-family homes. Many of
the homes have existing piers in the Pamlico River.
The waters of the Pamlico River are classified SC- nutrient sensitive waters by the North Carolina
Environmental Management Committee. The man-made canal and the Pamlico River are both
closed to shellfishing.
Project description
The applicant proposes to build f695'X ±6'of boardwalk of which t560'will be located over

wetlands to access the docking facility and observation pier. The observation pier as proposed is
±220 ~ t 6'terminating in a ± 35 ~ t 35'octagonal platform. A t 950ft2 gazebo will be centered
on the octagonal platform. A combination bulkhead and breakwater ±340'is proposed for the
western side of the canal. The structure will be built and function as a bulkhead along areas of
high ground shoreline. Slatted breakwater will be built along areas adjacent to wetlands. The
docking facility will be located in the corner where the canal turns east. f 4,466ft2 of 404
wetlands and (4,480 ft2 of canal areto be excavated to create the docking facility. Five f 15'X
f 3~inger piers are proposed to form 10 boatslips. The applicant proposes to conduct maintanence
excavation of ±365 f 38~ -1.8' removing ±925cubic yards of material increasing the water
depth in the canal from ±3.3'to ±5.1' Excavation will continue in to the Pamlico River from the
canal to create a new access channel f255'X ±24'X -5'. The proposed -5' depth will be
achieved by the removal of an average of ± 1.8'of material. All spoil material from excavating
activities will be disposed of on a high ground portion of the property.
Anticipated impacts
The construction of the new access channel and maintanence excavation of the canal will result
in the excavation ±37,820 ft2 of river/canal bottom. Construction of the boat basin will result
in the excavation of ±4,480 ft2 of 404 wetlands. Bulkhead and breakwater construction will
result in the filling of ±680 ft2 of canal/river bottom. The construction of the boardwalk and
observation pier will result in the shading of (4,212 ft2 of wetlands shading and (2,695 ft2 of
river bottom shading. The project as proposed will result in localized turbidity as a result of
construction activities.
Mike S. Thomas 24 September 2007

Inner Banks Development, LLC
NARRATIVE
The project proposed is located in Beaufort County, North Carolina in Long Acre
Township. Off of River Road, turn right onto Cypress Shores Road and then onto Back
40 Lane. The total tract acreage is 6.06 acres and contains 1429 linear feet of shoreline,
2.81 acres of wetlands. It is proposed to construct on this site: 5 residential homes with
asphalt drives, 340 linear feet of bulkhead, 708 linear feet of boardwalk, a pier with a
gazebo and 10 boat slips. Total area of impact due to proposed construction is 0.95 acres.
All adjacent properties uses are Residential.
Bulk heading
Some of the existing bulkhead at the mouth of the entrance canal has restricted the flow
from the canal. The results are erosion up-stream from the entrance and sediment
deposition at the entrance. The narrow and defective bulkhead is to be removed and
replaced with a new section starting at the existing bulkhead on the Pamlico River and
being placed on the north side of the canal, a length of 155 LF parallel with the southern
bank and at a width of 52 feet which is the average width of the canal beyond the
entrance. The newly aligned bulkhead will require an almost even balance of dirt volume
and area by uplands being placed in the public trust waters and some of the public trust
--- -----waters being filled. This action is intended--to-repair-the erosion and deposition that --
results from the improper bulkhead in current use. The top of the bulkhead will be at
elevation 2.3 MSL which is also 2.3 above the N.W.L. The proposed elevation is set low
to avoid excessive fill behind the bulkhead and to maintain the integrity of the insitu
CAMA vegetation. At any area where bulk heading backs up to wetlands slatted
bulkhead style bulk heading will be constructed. The remaining bulkhead will be
installed at the site for the 10 slips. Maintenance dredging will be necessary at the mouth
of the canal. The excavated material is to be placed on site on upland areas.
Docking, Boardwalks, and Piers
Proposed Boardwalks will be to allow access to boat docks as well as the pier. There is
approximately 7081inear feet of boardwalks. There are 10 proposed boat slips at a size of
12' x 25'. The docking will be 5.0' in width typically and will be constructed of
dimensional treated lumber. No services are to be available in boat slips. The proposed
pier to be constructed is to extend to a length that allows for 5.0' water depth at the end.
The pier will be 6.0' in width and built per engineer's details and is to be 220 feet in
length.
Upland development
The upland area has been approved by the Beaufort County Planning Board for nine
residential lots. A previous plan resulted in on-site wastewater permits for five lots and
that is the alternative planned for this development. There will be a Homeowners
Association established for all common area maintenance.

07-1669
DCM MP-1
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North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Inner Banks Development,Llc Project Name (if applicable)
River View Estates
Applicant 1: First Name
Zane MI
G Last Name
Buckman
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
416 Riverside Drive PO Box City
Washington State
NC
ZIP
27889 Country
USA Phone No.
252 - 946 - 3314 ext. FAX No.
- -
Street Address (~f different from above) City State ZIP
Email
2. Agenl/Contractor Information
Business Name
Jarvis Consulting, Inc.
AgenU Contractor 1: First Name MI Last Name
Ralph S Jarvis
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
223 Respess Street Washington NC
ZIP Phone No. 1 Phone No. 2
27889 252 - 974 - 7794 ext. - - ext.
FAX No. Contractor #
252 974 7795
Street Address (~f different from above) City State ZIP
Email
[e-mail]
<Form continues on back>
252-808-2808 :: 1-888-4RCOA8T ;: www.nccaastalmanagement.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort Back Forty Lane 1354
Subdivision Name City State Zip
River ViewEstates Washington NC 27889 -
Phone No. Lot No.(s) (rf many, attach additional page with list)
252 - 946 - 3315 ext. 1, 2, 3, 4, 5
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Pamlico River
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 Pamlico 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.
Beaufort County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1429.0 264,285.17
c. Size of individual lot(s) d. Approximate elevation of Vact above NHW (normal high water) or
0.98ac, 0.74ac, 0.87ac, 0.90ac 1
4 3 a c NWL (normal water level)
.
(!f many lot sizes, please attach addtional page wJth a list) 6.0' ^NHW or ^NWL
e. Vegetation on tract

__
___
Previously was a lawn with scattered trees, grass, undergrowth
f. Man-made features and uses now on tract
Dwelling w/pool, pump house, 122 LF bulkhead, 2 accessory storage bhildings
g. Identify and describe the existing land uses 'acen to the proposed project site.
Residential
h. How does local government zone the Uact? i. Is the proposed project consistent with the applicable zoning?
N/A (Attach zoning compliance certificate, if applicable)
^Yes ^No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Yes No NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes ®No ^NA
National Register listed or eligible property?
<Form continues on next page>
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)
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Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
On site septic tank and conventional drain field.
o. Describe existing drinking water supply source.
Well
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Build homes with pier and access to Pamlico River
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.
Pile driver, backhoe, excavator, barge
d. List all development activities you propose.
_. ____
Bulkhead, pier, homes, excavation in canal, boardwalk both in CAMA, 404, and up-land areas
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? 34,000 ®Sq.Ft or ^Acres
g. Wili the proposed project encroach on any public easement, public accessway or other area Yes ®No NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing discharge is from surface sheet flow-post construction discharge to be diffuse flow over 404 wetlands
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>
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (t) 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.
252.808-2808 :: 1-888-412C43AS1r :: www.nc+coastatnnaraagem~nt,nQt

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 Anthony Capehart III
Phone No. 252-940-0999
Address 88 Cypress Shores Drive, Washington, NC 27889
Name William Barwick Jr.
Phone No.
Address 218 Dapple Court, Wilmington, NC 28403
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, perrnittee, 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 application is truthful to the best of my knowledge.
Date -June 26, 2007 Print Name -Zane G Buckman tL A, _ ~_
Signature ~~ ~ ~ ~~u~ '~-
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
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Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
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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 Canal Boat Basin Boat Ramp Rock Groin Rock Other
Channel Breakwater (excluding
(NLW or shoreline
NWL stabilization
Length 255' 365' 80'
Width 23.4' 38' 56'
Avg. Existing 3.5' 3.3' 0.0' - (+)1.0' NA NA
Depth
Final Project 5.3' 5.1' 5.35' NA NA
Depth
7. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
2210 CY
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 X ^None
(ii) Describe the purpose of the excavation in these areas:
Area of wetlands to be excavated-4466 SF, Area of uplands to
be in conservation buffer formitigation-6825 SF
^This section not applicable
Type of material to b
Sand, silt deposits
d. High-ground excavation in cubic yards.
-0-
2. DISPOSAL OF EXCAVATED AIIATERIAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On Site on upland areas 50' x 550 or equal
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 (VUL)? 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:
Elevate ground level
d. (i) Will a disposal area be available for future maintenance?
®Yes ^No ^NA
(ii) If yes, where?
(i) Does the disposal include any area in the water?
^Yes ®No ^NA
(ii) If yes, how much water area is affected?
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3. SHORELINE STAB/LIZAT/ON ^This section not applicable
(If development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization: b. Length: 340'
®Bulkhead ^Riprap ^Breakwater/Sill ^Other: Width: 0.8'
c. Average distance waterward of NHW or NWL: 1.0' d. Maximum distance waterward of NHW or NWL: 2.0'
e. Type of stabilization material:
Wood or vinyl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 430 SF Riprap
Breakwater/Sill _ Other
i. Source of fill material.
Dredging
f. (i) Has there been shoreline erosion during preceding 12
months?
^Yes ®No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of till material.
Sand
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,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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)?
Bulkhead, Silt fencing Backhoe, pile driver
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 ^No ^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.
Silt fence, boardwalk, stabilization
June 26, 2007 AP
plicant Name
Date
River View Estates AP
plicant Signature
Project Name
Zane G. Buckman
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (V1IL)? 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:
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252-808-2808 ;: 1-888-4FtCOAST :: www.nccoastalmanagement.net revised: 12126/06
Form DCM MP-2 (Excavatian and Fili, Page 3 of 3)

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or
proposed. 5 Lots
c. Density (give the number of residential units and the units per
acre).
1 unit per 1.38 ac
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
41,600 SF
e. if the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
^Yes ^No ®NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
None
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
24%
j. Describe proposed method of sewage disposal.
On site septic tanks, drain fields
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface Runoff
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, stone
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
^Yes ®No ^NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ^No ^NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
^Yes ®No ^NA
If yes, attach appropriate documentation,
252-808-28082 :: 1-888-4RCOAS'P :: www.nccoastalmanagement.net revised: 1216/06

FOr~lml DCM MP.$ {Upland Development, Page 2 of 2}
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public System
o. When was the lot(s) platted and recorded?
Not recorded yet
n. (i) Will water be impounded? ^Yes ®No ^NA
(ii} If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ^No ^NA
June 26,2007
Date
River View Estates
Project Name
Zane G. Buckman
plicant Name ~ n
ice- ~~ 1,~.(/~'L ..----
plicantSignature
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Foirm 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.
7. DOCKING FACILITY/MARINA CHARACTERISTICS ^This section not applicable
a. (i) Is the docking facilitylmarina: b. (i) Will the facility be open to the general public?
^Commercial ^PubliGGovemment ®Private/Community ^Yes ®No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes ^No
(ii) Number 1 If yes:
(iii) Length 2_2~_' (ii) Number ~
(iv) Width 6' (iii) Length 15' each: 75 LF total
(v) Floating ^Yes ®No (iv) Width 2' averaoe
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ®Yes ^No f. (i) Are Boatlifts included? ^Yes ®No
If yes: If yes:
(ii) Number 1 (ii) Number
(iii) Length ~ (iii) Length
(iv) Width 35' octagonal------"- (iv) Width - --_ __.----___
(v) Floating ^Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
10 SIIpS ^ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
Q ^ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 10
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
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:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
k. Typical boat length: 24'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
11
I. (i) Will the facilittyy be open to the general public?
^Yes ®No
2" DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
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Form DCM MR-$ (gtructures, Page 2 of 4)
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 offuel-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?
Dredging to negativegradeto river
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
^Yes ^No
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 wetlandslmarsh (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
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Folrlm DCM MP-4 (Structures, Page 3 of 4)
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 ^PubliclGovemment ^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
f f MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
^Commercial ^PubliGGovemment ^Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)
e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
40'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
70' average
e. (i) III 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.
b. Proximity of structure(s) to adjacent docking facilities.
100'
d. Water depth at waterward end of structure at NLW or NWL
4.O~1:Vp•
8. OTHER ^This section not applicable
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~Olrm DCM MP-4 (Structures, Page 4 0# 4)
a. Give complete description:
June 26,2007
Date
River View Estates
Project Name
Zane G. Buckman
plicant Namei^~ ~ '~
plicant Signature r/~
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