20080664 Ver 2_CAMA Application_20090115

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
January 13, 2009
MEMORANDUM:
oS- 010(04 V?
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: David Bradley
JAN 1 5
DENR - VVA; i
V&ILANDMAND STORMWA+Ek BRMGm
Project Location: The project site located at 126 Cribbs Lane, Newport, Carteret County
Proposed Project: The applicant is proposing to demolish the existing dock, maintenance dredge
the existing high ground basin, excavate a new channel area, construct a boat
ramp, boat ramp trailer parking, install a concrete bulkhead, access road,
gazebo and two floating docks and seven slips.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
02/03/2009. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are
requested.
REPLY:
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone]A' W net: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer -50% Recycled \ 10% Post Consumer Paper
DIVISION OF COASTAL MANAGElIENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NA.XIE: David Bradley, C/o Stroud Engineering
2. LOCATION OF PROJECT SITE: 126 Cribbs Lane adjacent to Bogue Sound in
Newport, Carteret County
Photo Index - 2000: 39-501 grids (k-8) (1-8)
2006: 39-8050 grids (m-16) (m-17) (n-16) (n-17)
State Plane Coordinates - X: 2623594.999 Y: 359385.598 Rover # J040110A
LAT 34°42'34.42407 LON 77°11'27.77831
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 12/14/07, 3/17/08, 1/5/09
Was Applicant Present -yes, yes,no
5. PROCESSING PROCEDURE: Application Received - 12/4/08
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Limited Transition/Conservation
(B) AEC(s) Involved: PTA, EW,ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - onsite septic system
Planned - None
(F) Type of Structures: Existing - basin, existing riprap, dock and Single-family
residence
Planned - maintenance excavation of an existing
high ground basin and excavation of a new channel
area, installation of bulkhead, 7 new slips, boat trailer
parking, construct a boat ramp, access road for the boat
ramp, floating dock and gazebo.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DRFTNtrn Ti TT I T, TI n-rT WD
(A) Shallow Bottom 16,800 ft2 N/A vN/A
(B) Public Trust Area N/A N/A 1310 ft2 incorp.
1428 ft2 shaded
(C) High Ground N/A 25,000 ft2 N/A
(D) Coastal Wetlands 50 ft2 N/A N/A
David Bradley
Field Investigation Report
Page 02
(D) Total Area Disturbed: 43,160 ftz
(E) Primary Nursery Area: No
(F) Water Classification: SA. HQW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to demolish the existing dock,
maintenance dredge the existing high ground basin, excavate a new channel area, construct a
boat ramp, boat ramp trailer parking, install a concrete bulkhead, access road, gazebo and
two floating docks and seven slips.
9. Narrative Description:
The David Bradley project is located at 126 Cribbs Lane in Newport, Carteret County. The
site is found by turning east off of Hwy 24 onto Broad Creek Loop Road at the first entrance.
Follow the road for a quarter of a mile and Cribbs Lane will be located on the right. The site
lies on the north side of Bogue Sound in this area.
The subject property is 56,537 square feet in its entirety and averages 2' in elevation
above NF1W. Currently on the high ground portion of the site is a single-family residence,
parking area and underdeveloped lot. The vegetation on the high ground portion mostly
consists of live oaks, grass and small shrubs. Along the shoreline of this property is a 25'
wide x 236' long fringe of coastal marsh that contains Smooth Cordgrass (Spartina
alterniflora). The water depths currently in this area are an average of -1.2' at nlw. The ICW
is located several hundred feet from this area. Site visits and aerial photos do not find SAVS
within the existing basin area. However with no SAV" S within the basin through field visits
and through a bottom study SAV's have been found and become naturalized within the
existing channel bottom. A new location has been submitted more landward of the existing
channel. Through field verification SAV's were not located within the new channel location.
There is an existing basin and dock currently on the property. The existing dock would be
removed. The applicant wishes to add two floating docks, a concrete bulkhead, maintenance
excavation of the basin, new channel excavation, boat ramp installation, boat ramp parking,
access road, seven slips and gazebo. The shoreline has a total length along the NHW line of
135'. There are single-family homes with a private docks to the west and east of the proposed
proj ect.
The Division of Water Quality classifies this area as SA and ORW waters. This area is not a
Primary Nursery Area. This portion of Bogue Sound is open to the taking of shellfish.
Carteret County's Land Use Plan dated 1999 classifies this area as Limited Transition and
Conservation within the AEC's. There are not any shellfish leases in the area. Substrate
composition is mostly sand.
David Bradley
Field Investigation Report
Page 03
Project Description:
The project would serve an existing campground (Whispering Pines off of Hwy 24) owned by
the applicant in order to provide water access for the existing campground residents. There
would be a boat ramp, trailer parking and two floating docks for the existing basin. There
would also be a gazebo on the high ground portion. Currently the water depths are at an
average of -1.2' at NLW. The applicant is proposing the excavation of the existing basin and
new channel area to a depth of -3' NLW in order to provide deeper water access. A concrete
bulkhead would be installed to help stabilize the existing basin. Seven new slips would be
created within the basin.
In order to accomplish what is proposed the applicants wish to build a 20' x 110' access road
with an 80' wide turning circle, 57' x 61' trailer parking area on high ground with 5 spaces
and a 12' x 110' half paved and half grassed driveway for the boat ramp. The existing
impermeable area is 13,687 square feet and after completion would be reduced to 13,663
square feet. A total of 25,000 square feet of high ground disturbance would occur, which
would include roads, parking, grading and spoil area (surrounded by a 3' high, 1' freeboard
and a 3:1 slope in a 63' x 63' area until dewatered). There is an existing water source supplied
by West Carteret Water and an existing septic system for the single family residence on the
property.
The method used for excavation would be bucket to barge with the spoils stored at a minimum
of 30' above NHW in a dike 3' high, with 1' freeboard, 3:1 slope in a 63' x63' area. Once
dewatering has completed the spoils would then be removed with a dump truck to an approved
location.
The basin would measure 80' x 110' with the channel measuring an average of 20' x 376'.
The total cubic yards to be excavated for the project would be 1169. The new channel
location is currently at an average depth -1.2' nlw with the basin at an average depth of -1.5'
nlw. The final depth when the project is complete would be -3' nlw. This final depth would
not exceed the depth of the connecting water depth of -3.2'nlw.
The proposed boat ramp would measure 12' x 40'. The maximum distance of the proposed
ramp below NHW would be 20' with 20' above NHW. The ramp would connect to a 12' x
110' concrete drive with grass middle. The final depth of the bottom of the ramp would be -
3' below NHW.
A new concrete bulkhead measuring 2' x 229' is proposed to help stabilize around the ramp
area and the shoreline of the new dock area. The average distance waterward of the NHW
would be 3 inches with a maximum of 2'. A 10 square foot area of backfill would be placed
below water level.
David Bradley
Field Investigation Report
Page 04
The applicant is also proposing to remove the existing dock and add two new floating docks
with finger piers. One dock would measure 4' x 83' with four slip areas and the second would
measure 6' x70' with three side spaces for boats. The new floating dock closest to the
boatramp area would have three finger piers that measure 2' x 13'. Four slips are proposed in
this area with three slips proposed in the floating dock at the other side of the basin. The
typical boat length would be 20' and would be open runabout. There would also be four tie
pilings at the end of each finger pier.
During a site visit with DMF on 12/14/07 it was determined that the basin had become
naturalized over time due to lack of maintenance. There was an evident shellfish resource
along the basin edge that could be impacted, however the applicant is proposing to relocate
this resource to a more suitable area.
11.Anticipated Impacts:
The proposed installation of the new docks and pilings would result in temporary turbidity.
They would incorporate 1310 ft2 and shade 1428 ftz of Public Trust Area. An increase in
turbidity would also occur during the excavation and disturb 16,800 ft2 of shallow bottom,
which includes the proposed boat ramp. A small fringe of coastal marsh would be filled or
excavated during the project and would incorporate 50 ft2. However there should be negligible
adverse impacts because the fringe volunteered after the high ground basin was dredged. The
high ground development would incorporate 25'000 ft2 of disturbance. There is not a
potential to impact SAV's within the basin with docking ingress and egress due to SAV's
were not found within this location. During site visits SAV's were found within the existing
channel location. Since that time a new location has been proposed more landward of the
existing channel. The outer most edge of the new channel would be located an average of
10'to 60' from the centerline of the existing channel. Through site verification SAV's were
not observed within this new channel location.
Heather Styron Morehead City January 9, 2009
1CM M!-1
UPLICATION for

JAN 1 5 2009
Maier Development Permit sT +
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Cribbs Lane Property
Applicant 1: First Name MI Last Name
David Bradley
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
118 Buena Vista Drive Newport NC
ZIP Country Phone No. FAX No.
28570 us 252 - 240 - 9799 ext.
Street Address (if different from above) City State ZIP
Email
2. AgentlContractor Information
Business Name
Stroud Engineering, P.A.
Agent/ Contractor 1: First Name
Ronald MI
D. Last Name
Cullipher, P.E.
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
151A Highway 24 PO Box City
Morehead City State
NC
ZIP
28557 Phone No. 1
252 - 247 - 747
9 ext. 224 Phone No. 2
252 - 247 - 0137 ext.
FAX No.
252 247 4098 Contractor #
Street Address (if different from above) City State ZIP
Email
<Form continues on back>
D8-o10t'4 v2
'i

252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 126 Cribbs Lane
Subdivision Name City State Zip
Newport NC 28570-
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 240 - 9799 ext. N/A, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Bogue 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 Bogue 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.
Carteret
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
698 ft 56,537 sq ft
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
1.25 acres, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) EL 2 ft ®NHW or ?NWL
e. Vegetation on tract
Live Oaks, grass, small shrubs, coastal fringe
f. Man-made features and uses now on tract
Parking lot, Rip rap shoreline protection, single family home, dock
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential single family home and commercial boat basin
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2808 .. 1-888-4RCOAST .. www.nccoastaimanagement.net
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 Tank and field
o. Describe existing drinking water supply source.
West Carteret City Water
p. Describe existing storm water management or treatment systems.
None existing
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.
There will be a boat ramp, trailer parking, and two floating docks provided for private use.
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.
Barge with excavator for removal of debris and to dredge, jet pump for pile setting, front end loader and dump truck for
hauling off dredge spoil. Equipment to be stored on existing gravel parking area.
d. List all development activities you propose.
Dock removal, dredging, shoreline cleanup. Construction of boat ramp, floating docks, wet slips, boat trailer parking, boat
ramp access road, bulkhead and gazebo.
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? .505 ?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 existing
Proposed sheet flow over grass surfaces
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>
252-808-2808 . 1-888-4RCQAST .. www.nccoastaimanagement.net
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) - (f) 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 James T White Phone No. [phone]
Address 146 Adams Lane, Newport, NC 28570
Name Edward D. Jones Phone No. NA
Address 4731 Mcilroy Drive, St Louis, MO 63128
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 Known
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 11-3-08 Print Name David Gamb?ardella (Agent)
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
252-808-2808 .. 1-888.4RCOAST .. ,nrww.nccoastalrnanagernent.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 (excluding
(NLW or Breakwater shoreline
NWL) stabilization)

Length 376' NA 110' 40' NA NA NA
Width 20' AVG NA 80' 12' NA NA NA
Avg. Existing
Depth -1.2' NLW NA -1.5' NLW -1.5' NLW NA NA NA
Final Project '

Depth -3.1
NLW NA -3.0' NLW - 3.0' NLW NA NA NA
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand/ Silt
1169 cu yds below NHW
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW) submerged aquatic vegetation (SAV), shell bottom (SB), 150 cy (Dredge Dike)
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
NCW 50 sf ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
Deepen existing boat basin and access channel.
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On Site 63'x 63'
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
NYes ?No ?NA NYes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
Same Location
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes NNo ?NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected. (ii) If yes, how much water area is affected?
?CW ?SAV ?SB
?WL NNone
(ii) Describe the purpose of disposal in these areas:
N/A
252-808-2808 :: 1-888-4RCOA.ST :: www.nccoastalmanagement.net revised: 12/26106
'V-k E '.R ec.;. ca do-.c n, .. i.7- it' If -ate a .<!: 31
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: 3" NHW
e. Type of stabilization material
Concrete Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 10 sf Riprap
Breakwater/Sill Other
i. Source of fill material.
Approved Sand Mine
b. Length: 230'
Width: 2'
d. Maximum distance waterward of NHW or NWL: 2' Max NHW
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes NNo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Sand Fill
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouqht 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
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 NNone
(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)?
Piled on site in 63'x 63' dewatering area by excavator in two Excavator, backhoe, dump truck
phases. Storage area will be surrounded by silt fence to prevent
erosion.
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.
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.
11-3-08
Date
Cribbs Lane Property
Project Name
David Gambardella (Agent Stroud Engineering)
Applicant Name
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: vvww.nccoastalmanagement.net revised: 12126/06
, t om ? ', Pv'
E? E:xc a.t:.ni? .: C? C ? y

252-808-2808 :: 1-888-4RCOAST :: www.nccoasta[mannement.net revised: 12/26/06
Form DCM QUIP-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
proposed.
Existing house on property, Proposed Parking for 5 boat
trailers, Boat Ramp access road, and Gazebo.
c. Density (give the number of residential units and the units per
acre).
1
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 NNA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
.505 AC
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Stone, Asphalt, Concrete
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.
24%
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.
Septic System - existing
1. 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 from parking, Sheetflow through grassed
surfaces
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater 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: In conjunction with
CAMA submittal
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 NNo ?NA
If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST :: www.nccoastalmana_qement.net revised: 12/26106

m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ?Yes ®No ?NA
community, public system, etc.)
West Cartereret City Water (ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
Unknown
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
11-3-08
Date
Cribbs Lane Property
Project Name
David Gambardella (Agent Stroud Engineering)
Applicant Name
Applicant Signature
252-808-2608 :: 1-8£33-4RCOAST :: ?vEV?v.nccaastatmanagement.net revised: 12/26/06
i
Form 0CM 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.
. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
?Commercial ?Public/Government ®Private/Community
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
b. (i) Will the facility be open to the general public?
?Yes ENo
c. (i) Dock(s) and/or pier(s)
(ii) Number 2
(iii) Length A-83' B-70'
(iv) Width 476-
(v) Floating ®Yes ?No
e. (i) Are Platforms included? ?Yes NNo
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
7
(ii) Number of slips existing
0
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: 20' Average
m. (i) Will the facility have tie pilings?
®Yes ?No
(ii) If yes number of tie pilings?
4
?This section not applicable
Piers included? ®Yes ?No
3
13'
2'
®Yes ?No
f. (i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 7
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open Runabout
I. (i) Will the facility be open to the general public?
?Yes NNo
252-808.2808 :: t-888-4RCOAST :: www.nccoastalmanaaement.net revised: 12/27/06
r
2. DOCKING FACILITY/MARINA OPERATIONS ?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: None
? Showers
? Boatholding tank pumpout; Give type and location: None
b. Describe treatment type and disposal location for all sanitary wastewater.
Septic System
c. Describe the disposal of solid waste, fish offal and trash.
Proposed dumpster on site
d. How will overboard discharge of sewage from boats be controlled?
"No Sewage Discharge" signs proposed
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1, see plan for location
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live-aboard dockage?
not allowed
k. Describe design measures that promote boat basin flushing?
Limit depth of dredging to depth no deeper than connecting point
1. If this project is an expansion of an existing marina, what types of services are currently provided?
none provided
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27106
I
rmn
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
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 1000 sf ?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.
14, 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
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06
( LAkr _ _ L? ..
12a, -?t 4, S?
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
23 feet, structures will be outside riparian NA
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
80'+/- avq 1.75' NLW
e. (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.
8. OTHER ER This section not applicable
a. Give complete description:
11-3-08
Date
Cribbs Lane Property
Project Name
David Gambardella (Agent Stroud Engineering)
Applicant Name
??
Appli/cant Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagg.ment.net revised: 12/27/06
A ?A
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
MEMORANDUM:
TO: DOUG HUGGETT
FROM: HEATHER STYRON 4,1tiNO
THROUGH: TERE BARRETT
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT-
DAVID BRADLEY, 126 CRIBBS LANE NEWPORT
DATE: 01/09/09
The following are my comments and recommendations regarding the aforementioned proposal.
The applicant is proposing to demolish the existing dock, maintenance dredge the existing high
ground basin, excavate a new channel area, construct a boat ramp, boat ramp trailer parking,
install a concrete bulkhead, access road, gazebo, install two floating docks and seven slips with
a. total of 1,169 cubic yards excavated for the project. All work is consistent with 7H.0208. All
high ground work is consistent with 7H.0209. A small fringe of wetlands would be excavated
during the expansion of the maintenance of the existing basin. However, due to naturalization
after the basin was dug there should be no adverse impacts. This is consistent with 7H.0208 (b)
(A). Therefore I recommend the project be authorized as proposed, contingent upon the
following conditions:
1. Excavation will not exceed -3 feet below the mean low/normal water level. In no case
shall the depth of excavation exceed the depth of connecting waters.
2. Prior to the initiation of any dredging activities within the existing basin and Bogue
Sound, the permittee shall, in coordination with the Division of Marine Fisheries, develop
and implement a oyster relocation plan for the basin oyster population. Contact the
Division of Marine Fisheries at [phone] to initiate the required coordination.
Notice of satisfactory completion of the relocation efforts must be provided to the
Division of Coastal Management prior to initiation of dredging in the high ground basin
and Bogue Sound.
3. All excavated materials will be confined above mean high water and landward of
regularly or irregularly flooded marsh behind adequate dikes or other retaining structures
to prevent spillover of solids into any marsh or surrounding waters.
4. The bulkhead/riprap will not extend waterward more than 2 feet from the mean
high/normal water level at any point along its alignment at the time of construction.
5. This permit authorizes only the docks, piers, and other structures and uses located in or
over the water that are expressly and specifically set forth in the permit application. No
other structure, whether floating or stationary, may become a permanent part of this
marina/docking facility without permit modification. No non-water dependent uses of
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

structures may be conducted on, in or over public trust waters without permit
modification
6. In order to protect water quality, runoff from the construction must not visibly increase
the amount of suspended sediments in adjacent waters.
7. Any mitigative measures or environmental commitments specifically made by the
applicant in the Environmental Assessment for this project should be implemented,
regardless of whether or not such commitments are addressed by individual conditions of
this permit.
Cc: Tere Barrett, DCM
Ted Tyndall, DCM
Dave Timpy, COE