HomeMy WebLinkAbout20071734 Ver 1_CAMA Application_20071011~. COJ1fZ1[
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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: 9 October 2007
Respond to Doug Huggett
Morehead City Office
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SUBJECT: CAMA Applicafion Review
APPLICANT: Stephen Persche and Elsa Derochers
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PROTECT LOCATION: Off SR1377 (Archbell Rd) at 605 Blackbeazd's View, adjacent to Bath
Creek, neaz the Town of Bath, in Beaufort County, North Carolina.
PROPOSED PROJECT: Applicant proposes to construct wetslip for a catamaran sailboat.
Please indicate below your position or viewpoint on the proposed project and return this form by 30
October 200?. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY
Signed
Date
Nom Carolina
~turally
943 Washington Square Mall, Washington, North Carolina 27889
Phone: 25246-6481 1 FAX: 252-948.0478 1 Internet www.nccoastalmanagement.net/
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.
An Equal Opporhp~ity 1 Atfinnative Action Empbyer - 50% Recycled 110% Post Consumer Paper
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Stephen Persche and Elsa Derochers
2. LOCATION OF PROJECT SITE: Off SR1377 (Archbell Rd) at 605 Blackbeard's View, adjacent to
Bath Creek, near the Town of Bath, in Beaufort County, North Carolina.
Photo Index 2006: 103-8673 J-20 2000: 104-1320 G-8
State Plane Coordinates - X: 630,058.264 Y: 2,648,515.328 GPS Rover File # H100209A
USGS Quad: Bath (middle left)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 31 July 2007 and 2 October 2007
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received - 2 October 2007
Office -Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Community
(B) AEC(s) Involved: PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -Septic tank and drain field.
Planned - N/A
(F) Type of Structures: Existing - (2) Single-family residences, pier with T-head, boathouse,
boatlift, and wetslip.
Planned - ±40' X ±25' wetslip.
(G) Estimated Annual Rate of Erosion: N/A
Source -
7. HABITAT DESCRIPTION:
[AREA]
Vegetated Wetlands
(B) Non-Vegetated Wetlands
Creels bottom
(C) Other
± 1, 000 ft'
(D) Total Area Disturbed: ±1,000 ft2
(E) Primary Nursery Area: Yes, inland.
(F) Water Classification: SC/NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a wetslip for a catamaran sailboat.
Stephen Persche & Elsa Derochers
Beaufort County
Project Setting
The project area is located off of SR1377, at 605 Blackbeard's View, adjacent to
Bath Creek, near the Town of Bath in Beaufort County North Carolina. The applicant
proposes to add a wetslip to the existing docking facility. The docking facility straddles
the property line and is jointly owned by the Persches and Derochers.
Existing structures on the project site consist of (2) single-family homes with
bulkhead along the shoreline. A docking facility consisting of a pier with a T-head on the
terminal end, boathouse and associated catwallcs, a small boatlift, and a wetslip at the
terminal end of the pier. Various walkways and a small covered sitting area are present as
well.
Vegetation on the project site consists of lawn grasses, mixed hardwoods, and
ornamental shrubs and bushes. Many of the adjacent properties upstream and
downstream, have existing bulkheads and various combinations of piers and docking
facilities. Bath Creek, an inland Primary Nursery Area, is classified as SClNSW by the
North Carolina Environmental Management Commission and is closed to shellfishing.
Water depths at the project site range from -2' near the bulkhead to -6' at the terminal
end of the pier and is approximately -6' where the wetslip is proposed.
Project Description
The applicant proposes to add six additional pilings adjacent to the downstream
side of the boathouse to create a =40' X X25' wetslip.
Anticipated Impacts
The construction of the wetslip will result in the shading of (1,000 ft2 of
creek bottom shading. The project as proposed will result in localized, short term,
turbidity as a result of the construction activities.
Persche
605 Blackbeazd's View, Bath, NC
6 Additional Pilings Project
9/10/07
Project Narrative:
This project is to add 6 new pilings adjacent to the existing boathouse. The pilings will
be approximately 12" diameter, 30' long, 10' above normal water level. Pilings will be
driven via bazge. The outside dimension of the pilings will be 40' x 25'. One (or more)
single pilings may be replaced by 3-piling dolphins as recommended by contractor.
The existing pier is on the Persche / Desrochers property line and is a shared pier. At the
end of the pier, Descrochers have pilings for a sailboat and a piling for a skiff. The
Persche side at the end of the pier has a covered boathouse with a boatlift and an exposed
skiff lift.
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Mal•r omrel•pmem Peron
North Carolina DIVISION OF COASTAL MANAGEMENT
~~ Pri';maryApplleant/Larltlowner~lnfo>~r'natron; ~ - ,~;-~MaG;_~~
Business Name Project Name (if applicable)
6 Additional Pilings - 605 Btackbeard's mew, Bath, NC
Applicant 1: First Name MI Last Name
Stephen Persche
Applicant 2: First Name MI Last Name
Elsa P Desrochers
if additional applicants, please attach en additional page(s) with names listed.
Mailing Address PO Box City State
805 BlaclcbearcJ's Vew Bath NC
ZIP Country Phone No. FAX No.
27808 Beaufort 252 - 923 -0605 ext. -
Street Address {if different from above) City State ZIP
Email
sp805@bathcreeknc.us
2. Agent/Contractorlnformation
Business Name
Gontractor Not Yet Determined.
Agent/ Contractor 1: First Name MI Last Name
N/A N/A N/A
Agent/ Contractor 2: First Name MI Last Name
N/A N/A N/A
Mailing Address PO Box City State
NIA N/A N/A N/A
ZIP Phone No. 1 Phone No. 2
N/A N/A N/A - N/A - N/A ext. N/A NIA - N/A - N/A ext. N/A
FAX No. Contractor #
NIA N/A N/A N/A
Street Address (d different from above) City State ZIP
NIA NIA N/A N/A -NIA
Email
N/A
<Form continues on back>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m, (i) Are there wetlands on the site? ^Yes ®No
(li) 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 documenta8on, if available)
n, Describe existing wastewater treatment facilities.
Single Family Home Septic
o. Describe existing drinking water supply source.
Beaufort County Water system.
p. Describe existing storm water management or treatment systems.
None
"5. Acfvltles and -mpacts
.. ,,, r ., ...,.
a. Will the project be for commercial, public, or private use? ^Commercial ^PubliGGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private sailboat mooring.
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.
Add 6 new pilings adjacent to the existing boathouse. The pilings will be approximately 12" diameter, 30' long, 10' above
normal water level. Pilings will be driven via barge. Note that one (or more) single pilings may be replaced by 3-piling
dolphins as recommended by contractor.
d. List all development activities you propose.
Same as 5.c above.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 0 ®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 of7
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. !s there any mitigation proposed? ^Yes ^No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
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.
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7 :D~CK/MG FACILITYYMARJN~1 ~HARACTERirSTfCS `®Ths sectrori'notappGCa'b!e
a. (i) is the docking facility/marina: b. (i) Will the facility be open to the general public?
^Commercfai ^Public/Government ~PrivatelCommunity ^Yes '~}No
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
d. (i) Are Finger Piers included? ^Yes ~No
If yes:
(ii) Number
(iii) Length
(iv} Width
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 sfting:
^ Land cut and access channel
^Open water; dredging for basin and/or channel
~Qpen water; no dredging required
^Other; please describe;
k• Typical bcat length:
(v) Floating ^Yes ^No
f. (i) Are Boatiifts included? ^Yes '~No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided. /~'~
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
^ Dockage ("wet slips") only, number of slips:
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
j. Describe the typic ats to be served (e.g., open runabout,
charter boa ai bo ,mixed types),
1. (i) `NII the fscili be open to the -general public?
^Yes
m. (i) Will the facility have tie pilings?
^Yes >~to
(ii) If yes number of tie pilings?
~~rll~ ~ ~ P~~~rru~tanx~s, ~a~ge? ~ ~f 4}
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 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 ciase 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.(ihcluding covered lifts) ;~ ®This seCHon not applicable
a. (i) Is the boathouse structure(s):
^Commeraal ^PubliGGovemment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GRO/N (e.g•, wood, sheetpile, etc.' if a rock groin,' use ArIP-2, Excavation and Fill.) ;®This section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER .(e.g. woad, sheetpile, etc.): <~This section not applicable
a• Length b. Average distance from NHW, NWL, orwetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MO~RIMG PILINGS and 8(/OYS This s
action not applicable
a. Is the structure(s):
^Commercial ^PublidGovernment ®Private/Community
c• Distance to be placed beyond shoreline ~$' ~F't$'
Note: This should be measured from marsh edge, if present.
b• Number--6~
d. Description of buoy (color, inscription, size, anchor, etc.)
The 6 new pilings, approximately 12"diameter, 30' long,
10' above normal water level. The outside dimension of
the pilings wilt be 40' x 25'. One (or more) single pilings
may be replaced by 3-piling dolphins as recommended
by contractor.
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