20080664 Ver 3_CAMA Application_20100212

_
A r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
everly Eaves Perdue
,overnor
February 10, 2010
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Location:
James H. Gregson
Director
08-C)"14 U-3
Cyndi Karoly
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
David Bradley (Cribbs Lane Property)
The project site is located at 126 Cribbs Lane, Newport, Carteret County.
Dee Freeman
Secretary
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FE8 I ) 1010
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Proposed Project: The applicant is proposing to demolish the existing dock, construct 4 new wet slips
and rebuild docking facility, bulkhead, construct a new doc k on east side of property
with two wet slips, install bulkhead, build high ground gazebo and observation pier
with platform.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by 03/04/2010.
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 DATE
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastal(nanagernent.net
An Equal Clpporhmity', ACr rmative Action Employer
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Circle One
DCM % DWQ %
Development Type Fee (14300160143510009316256253) (2430016024351000952341)
1. Private, non-commerciai
development that does not involve
the filling or excavation of any r
wetlands or open water areas: $250 100%($250) 0%($D)
II. Public or commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $400 100%($400) 0%($0)
III. For development that involves
the filling and/or excavation of up
to 1 acre of wetlands and/or open
water areas, determine if AA C,
or D below applies:
III(A), Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0).
ill(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40%($160)
III(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 40%($190)
Check # ?j ! f
Amount
Project
Name ? Axt I
A 1 ?.,
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DIVISION OF COASTAL MANAGENIENT
FIELD INVESTIGATION RYPORT
1. APPLICANT'S NAtiIE: David Bradley, C/o Stroud In'ineerina
2. LOCATION OF PROJECT SITE: 126 Cribbs Lane adjacent to Bogue Sound, Newport,
South of hwy 24 in Western Carteret County
Photo Index - 2000: 39-501 grid (K-8), (L-8)
2006: 39-8050 grid (1vi-i6&17), (N-i6&17)
State Plane Coordinates - X: 2623594.999 Y: 359385.598 Rover # J040110A
LAT 34°42'37.21462 LON 76°37'55.33756
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/14/07,
3/17/08, 1/5/09, 10/8/09,1/19/10
Was Applicant Present -yes, yes, no, no, no
5. PROCESSING PROCEDURE: Application Received - 2/2/10
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification from LUP - Limited Transition/ Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water, Estuarine Shoreline, Coastal
Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - onsite septic
Planned - none
(F) Type of Structures: Existing - basin, riprap, dock and single-family home
Planned - installation of bulkhead, six new wet slips,three
docks, finger piers and high ground gazebo
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER

(A) Open Water (wh basin) N/A N/A 600 ft2 Shaded
1,925 ft2Inco .
(B) Open Water (wh east creek) N/A N/A 232 ft2 Shaded
(C) Open Water ( w/i Bogue Sound) N/A N/A 1,480 ft2 Shaded
(D) Coastal Wetlands (Low Marsh) N/A N/A 498 ft2 Shaded
(E) Coastal Wetlands (High Marsh) N/A N/A 289.62 ft2 Shaded
(F) High Ground 157ft2 520 ft2 N/A
(D) Total Area Disturbed: 5,102 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA, ORW Open: Yes
David Bradley
126 Cribbs lane
Page 02
8. PROJECT SUMN VIARY. The applicant is proposing to demolish the existing dock within the
basin, construct 4 new wetslips and rebuild the docking facility within the basin as well as
bulkheading the basin, construct a new dock on the east side of the property with two wet
dips, install bulkhead in the basin, build a high ground gazebo, build an observation pier with
platform on the southern portion of the property.
9. Narrative Description:
The David Bradley project is located at 126 Cribbs Lane in Newport, Carteret County. The site
is found by turning south off of Hwy 24 onto Broad Creek Loop Road at the eastern entrance.
Follow this road for 1/4 of a mile and Cribbs Lane will be located on the left. The site
will be located on the north side of Bogue Sound at the end of Cribbs Lane.
The subject property is 56,537 square feet in its entirety and averages 2' in elevation above
NHW. Currently on the high ground portion of the site is a single-family residence,
parking area, undeveloped lot and basin with 2 slips. The vegetation on the high ground
portion mostly consists of live oaks, grass and small shrubs. Along the Bogue Sound
shoreline of this property is an expanse of coastal marsh approximately 25' x236' that
contains Smooth Cordgrass (S Martina alte_rniflora) and Salt Meadow Hay (Sparina ) tens).
The ICW is located several hundred feet offshore in this area. Site visits and aerial photos
do not find SAV's within the existing basin area, however through field visits and a
bottom study SAV's have been found and become naturalized within the existing substrate
bottom located within Bogue Sound.
The Division of Water Quality classifies this area as SA and ORW waters. This portion of
Bogue Sound is not a Primary Nursery Area and is open to the taking of shellfish. Carteret
County's Land Use Plan dated 1999 classifies this area as Limited Transition with
Conservation within the AEC's. There are not any shellfish leases in this area, however there
is evidence of shellfish in this area. The shoreline has a total length along the NHW contour of
698'. Substrate composition is mostly sand. There are single-family homes with private docks
to the west and east of the proposed project. The riparian lines were drawn 90 degrees from
the appropriate channels within Bogue Sound and coincide with aerial photography. The
riparian corridors are property lines within the basin which extend thru the access channel
itself. The existing impervious surface is 24% within the AEC's and 24% for the entire tract.
10. Project Description:
There is an existing basin and dock on the property. The project would consist of
demolishing the exiting dock within the basin area, construct 4 wetslips with pier,
platform, finger piers and tie pilings, construct a pier and platform with two side-to slips
on the east side of the property, install a bulkhead within the basin area, construct a high
ground gazebo and build an observation pier with platform on the southern portion of the
property within Bogue Sound.
David Bradley
126 Cribbs Lane
Page 03
The applicants are proposing a high ground gazebo. The gazebo would be 12' x 12' hexagon
and located on a small peninsula at the southern portion of the property. The gazebo would be
rr
located outside of die 30' LAMA buffer.
The applicants are proposing a concrete bulkhead within the basin area. It would start on the
western side of the basin and run south for 60' ( this includes the wing wall) then turn east for
100' then turn south for the final 43'. Due to a small 50 square foot section of coastal wetlands
at the north east section of the basin, the bulkhead would be above the nbw contour and
landward of the existing coastal wetlands. All other parts of the bulkhead would be a
maximum of V waterward of nhw. The final dimensions would be 1' x 203', which includes
the tie back system, and of concrete design. This new basin alignment would remove a total of
11 cubic yards of high ground in a 10' x 16' area. The existing elevation in this area
waterward of the bulkhead is 2' and would be a final elevation of 0' once completed. The
material removed would be used for the proposed bulkhead backfill. A total of 520 square feet
of high ground would be graded, filled or disturbed during the process with 11 cubic yards of
material removed. This disturbance would be partially for the bulkhead backfill and some high
ground excavation for a more precise bulkhead alignment.
The applicants are proposing to remove the existing clock within the basin. They would
replace the dock with a 6' x 31.4' pier and a 6' x 54' 1-head platform. There would be two
3' x 15' finger piers and five tie pilings extending waterward from the 1-head. All portions
of the dock (pier, platform and fingers) would be fixed. This dock would house slip areas 1
to 4 and would be a maximum of 47' to the outer portion of the tie pilings below nhw into
a private upland basin. The soundings within the dock area are an average of -1.7'nlw. The
typical boat to be served would be center console and have a typical length of 20'. There
would not be any discharge of sewage allowed as well as no maintenance or onsite fueling.
There would be trash receptacles located on the high ground portion of the site. There
would be no sewage discharge signs located at the dock entrance.
During a site visit with DMF on 12/14/07 it was determined that the basin had become
naturalized over time due to the lack of maintenance. There was an evident shellfish
resource along the basin edge that could be impacted.
The applicants are proposing a two slip (5&6) pier located on the eastern portion of the
property. It would be 6' wide and a total of 102.27'. The pier would extend from high
ground east for 4' and then cross a 38.27' expanse of high marsh and a 40' expanse of low
marsh. It would continue over open water for 20' and intersect with a 6' x 18.62' 1-head
platform. The basin/canal width within this area is an average of 137.2. The pier and
platform portion over open water would be a maximum of 34' from the edge of marsh and
would not cause a hindrance to the navigation channel. Slip area 5 would be located in - 2'
nlw at the waterward side of the 1-head. Slip area 6 is proposed in water depth of -.4'
nlw to .8 nlw. A previous site visit with DMF did determine that the area within the
shallow water along the shoreline was SAV habitat.
David Bradley
1261 Cribb-, sane
Page 04
The final proposal is for an observation pier at the southern portion of the property. It
would be 6' wide and a total of 242'. It would start on how ground for 9' then extend over
a 10' expanse of high marsh and a 43' expanse of low marsh. It would continue over open
water for 180' and intersect with a 20' x 20' platforrn with no slips proposed. The toiai
length of the pier and platform over open water would be 200' from the edge of marsh.
There are similar piers of this length along this shoreline. It would be located a couple of
hundred feet from the existing chamiel as well as the AIWW and would not cause a
hindrance to navigation. Bogue Sound within this area is at least 1000' wide.
11. Anticipated Impacts:
This proposed installation of the docks and pilings would result in temporary turbidity and
would incorporate 925 square feet of open water within the basin while shading 600 square
feet. The dock and slips 5 & 6 would shade and incorporate 232 square feet within the east
canal/basin area. The observation pier and platform would shade 1,480 square feet of open
water. The high ground work would excavate 157 square feet and fill 520 square feet. The
piers would also shade and incorporate 498 square feet of low marsh and 289.62 square feet of
high marsh. There should be no hazard to navigation resulting from this project, as there are
other docks of equivalent length along the same shoreline on Bogue Sound and the basin is
privately owned. The pier which would house slips 5 and 6 should not cause a hindrance to
navigation on the east creek, as there are similar docks of equivalent length along this
shoreline as well. No coastal marsh would be filled or excavated during this project. 't'here is
not a potential to impact SAV's or shellfish with docking ingress and egress within the basin
or with the observation pier however due to the location of slips five and six within SAV
habitat with evident rhizomes, there is a potential to affect this area through ingress and egress
due to the shallow water depths.
The intended use for this project is private; however, due to the amount of area residences and
businesses the applicant owns it is probable that these would also be able to use the facilities
as well.
HEATHER STYRON Morehead City February 10, 2010

Ism W
arFUCATION for
AlWor Development Permit ?$ • o to to 4 U 3
(last rev§sad d 2127/03
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Cribbs Lane Property
Applicant 1: First Name
David MI Last Name
Bradley
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
118 Buena Vista Drive PO Box City
Newport State
NC
ZIP
28570 Country
us Phone No.
252 - 240 - 9799 ext. FAX No.
Street Address (if different from above) City State ZIP
Email
2. Agent(Contractor Information
Business Name
Stroud Engineering, P.A.
Agent/ Contractor 1: First Name MI Last Name
Ronald D. Cullipher, P.E.
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
151A Highway 24 Morehead City NC

ZIP Phone No. 1 Phone No. 2
28557 252 - 247 - 747 9 ext. 224 252 - 247 - 0137 ext.
FAX No. Contractor #
252 247 4098
Street Address (if different from above) City State ZIP
Email
<Form continues on back>
252-803°2303 .. 1-338-4RCOASF .. www.nccoastaimanagement.net
`/lairs -evelooment L°r :pit.
;3, Froje,;t L oyado+n

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;nany, aiiaJ-i additional page viii] iisi)
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.
NNatural ?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
NYes ?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 adjacent 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 NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes NNo ?NA
National Register listed or eligible property?
<Form continues on next page>
252-808-2805 .. 1-888-4E COAST .. www.nccoastalmanagement.net
Form DCfii IViP-1 (Page 3 of 4;
nn. (i) Are there wetlands on the site'
(ii) Are there coastal wetlands on the site
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(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 dock with 4 wetslips, pier with 2 wetslips, observation pier with viewing platform, gazebo for private use, a
new bulkhead along the basin, and 157 sf of high ground excavation waterward of the bulkhead.
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, seawall installation, and backfill, jet pump for pile setting. Equipment to be stored
on existing gravel parking area.
d. List all development activities you propose.
Dock removal, shoreline cleanup. Construction of fixed docks, 6 wet slips, pier and viewing platform, 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? 400 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes ®No [INA
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 [INA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ?No ®NA
j. Is there any mitigation proposed? []Yes ®No ?NA
If yes, attach a mitigation proposal.
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corm D3M NiP-1 (Page 4 of 4)
4. Ad ifionai infer-fiallen
fi addition to this completed application orm, (117P-9) tha ollewing items elow, if applicable, must be submiited ir? order;cr;he application
package to be complete. Items (a) - (i? 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.
1 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 1-20-10 Print Name David Gambar gent)
Signature
Please indicate application attachments pertaining to your proposed project.
MDCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and Culverts
MDCM MP-3 Upland Development
®DCM MP-4 Structures Information
252-SOS-2508 .. 1-8 s0-4RCOAS eT ., vrww.nccoastalmana9ement.net
Form OCe M?rj=
EXCAVATION and ILL
(Except for bAdges and cijiverts)

Attach this form to Joint Application for CANIA Major Permit, Form DCi`vI MP-1. Be sure to complete all other sections of he 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 fleet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL) stabilization)

Length - - - - - loft
Width - - - - - - 16 ft
Avg. Existing
-
-
-
NA
NA
EL 2.00
Depth
Final Project NA NA 0.0 NLW
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. Silt and Sand
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 (SIB), 11 cy
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:
2. DISPOSAL OF EXCAVATED MATERIAL ® This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Onsite 10 x 10
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA ?Yes NNo ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
(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:
(i) Does the disposal include any area in the water?
?Yes ®No ?NA
(ii) If yes, how much water area is affected?
252-808-2808 :: 1-888-4RCOA,ST :: www.nccoastalmanageement.net revised: 12/28i06

3. SHORELBV E S :TAI &LiZA 110Y
(if development is a wood groin, use NIP-4 - St'ructure's)
a. Type of shoreline stabilization:
IZBulkhead ?Riprap ?Sreak?a!ater Sill ?Cther: _
c. Average distance watenniard of NHW or NWL: 6" NKA]
-- - - ? his section not applicabie
b. Length: 203'- ------ -
Width: 1'
d. Maximum distan,ce'NatenNard of NHW or i\IVVL: 1' Max NHW
e. Type of stabilization material:
Concrete Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 200 sf Riprap
Breakwater/Sill Other
i. Source of fill material.
Onsite Excavation
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.
In. Type of fill material.
Sand Fill
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? UYes LNo LNA
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
b. (i) Will fill material be placed in 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 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)?
Storage area will be surrounded by silt fence to prevent erosion. Excavator, backhoe, dump truck
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.
1-21-10 David Gambardella (Agent Stroud Engineering)
Date
Cribbs Lane Property
Project Name
Applicant Name
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: vrvfw.nccoas_tatmana_gement.net revised: 12/26/06
Form DuM htP-
UP'LAND DEVELOPMENT
(Construct9®n andlor land disturbing activities)
Attach This form to Joint Application for CAMA Major Permit, Form DCNI IVIP-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 parcels.
proposed. 1
Gazebo
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
1 400 sf
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Asphalt shingles
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.
24%
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
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
(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 NNo ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes NNo ?NA
If yes, attach appropriate documentation.

Iil. DESUi ij6 iU"',pUSBU diln'riiil ivd of dUp-piY SUUii;.. ?? -.ywveii, 11. LI) V"dlii watt] Ue 11ripUUllueu! a reS Zi\Io ENA
P
community, public system, etc.)
rii) If yes, "ow many acres?
'PJest Carteret Water 'Co
0. was iha iOt(S) Platted aiid reCGrdad?
Unknown
p, it NIUPUSed uCVeiUPIIICIIL IS a SUUUIVISIUII, Will aUUIIIUIIdi ULlllues be
installed for this upland development?
?Yes ?No MNA

Form 0CM INIP-4
STRUCTURES
'Constrr?rc :®:a M# ear as @ic Trust ryas
Attach UIIJ IVrl ll to JU11Il ANNlwauvll iUl t..A1Yln MafUl iPGilllit, 1-GIIII DC 'M IYII-- t. uc JiJl0 lV l.Vllli Ile lc CIII VlI1Cl Jr6I UIIJ VI UIC JVII IL
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACIUMMARINA CHARACTERISTICS ?This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
?Commercial ?Public/Government ®Private/Community ?Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 3
(iii) Length A-314, B-242', C-102.27'
(iv) Width A-6', B-6, C-6'
(v) Floating ?Yes ®No
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
2
15'
3'
?Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 3
(iii) Length A-54' 13-20' C-18.62'
(iv) Width A-6', B-20', C-6'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
6
(ii) Number of slips existing
2
i. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
NOpen 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?
5
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: 6
? 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).
Center Console
1. (i) Will the facility be open to the general public?
?Yes ®No
a
2. DOCKING FACiLITYIMARINA OPERATIONS
a. Check each of the ollowing sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number Location None
I I 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.
Trash Cans
d. How will overboard discharge of sewage from boats be controlled?
No Sewage discharge sign at beginning of dock
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
1 at Dock A, 1 at Dock C
(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?
No Maintenance Allowed
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.
No fueling onsite
j. What will be the marina policy on overnight and live-aboard dockage?
Not allowed
k. Describe design measures that promote boat basin flushing?
NA
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
?This section not applicable

1. is the marinaidocking iaciiity proposed m(nin or adjacent ,o any sheiifisii nanjesEing area
?C Yes '`L,N0
a. Is the marina/docking facility proposed within or adjacent to coastal weriands/marsh (C',N), submerged aquatic vegetation (SAV), shell bottom
(SB), or ocher wetlands (WL)? if any boxes are checked, provide :he number of square feet affected.
®CW 1000 sf ?SAV ?SB
? IL ? 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 addrec., of the ,casaheldcr(s), and give the proximity tc the (case.
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
a. Is the structure(s): b. Number
?Commercial ?Public/Government ?Private/Community
G. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL

a. Proximity of structure(s) to adjacent riparian property lines
18.53 feet to the east. 1;5 feet to the west
Note: For buoy or mooring piing, use a;(- of sewing including iength
of vessel.
c. Width of water body
1 5' N'v G
e. (i) Will navigational aids be required as e 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. p'
00 FT
d. Water depth at waterward end of structure at NL` V or NVIL
S. OTHER ®This section not applicable
a. Give complete description:
Applicant Name
?.. A 'Z
?? -
Annlir?nl Cinn?hir
CAMA Major Permit Narrative
Property Address.
126 Cribbs Lane
Newport, NC 28570
January 21, 2010
Owner:
David Bradley
118 Buena Vista Drive
Newport, NC 28570
[phone]
Engineer:
Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
JAN 2 1 A
This project consists of demolition of an existing dock, the consti-W nof 4 wet-
t.Or
. UI C
slips accessed by two finger piers from a 6 ft wide dock, and the construction o
new dock with 2 "side-to" slips. Approximately 200 ft of bulkhead will be installed in
the basin. A gazebo will be built adjacent to the existing basin outside of the 30 ft
buffer. A 6 foot wide pier and observation platform will also be built extending from
the southern point of the property out into Rogue Sound. The existing house and drive
onsite will not be disturbed.
GNWAY 24 H1
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0 U v 0 v 0 0 0 0 Or mt N oo•s ~ o~ ~ ~ o c~ 0 0 0 I ~ m ~ Mm ~ - \ ~ I W ,OD oo•oel L21 N19° 18' 44 "E 18.77
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r-- Nir ~ t o _ Do m - - - o - w I J N W P O E-
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I M o I R R~ I~ O ' N . o O i M°
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m . ~ a _ _.._.._._-0.._ _ ~ m
~ nn x~ ® ®®.rvn mw om®~r~nm - °j o o O o ~ ~
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F 111 = . W ~ yq ~ ~ ~ --o--~---- SITE DESCRIPTION
Q I " 3N11 NV1 q_..-_.--- a dla _
O+ N ' O O W Ut Ia a+~ I ¢ ua LOT AREA = 56°537 SF
o I mN w o a Do M N ^ O F r ~ N W W U O - N N I W 2I W °'Z EX. IMPERVIOUS= 13.687 SF (24.20%) ~~)V~~
2 N I O N_ W$ N X...
Z I k- $F JU WJ H O Z ~ - JW U 2WN PROPOSED IMPERVIOUS ~ ~ nod
VfNM w~ I p Q~Qr y GAZEBO = 144 SF
m°,t0. z~ I JN ¢~Dao ->-n Q~ I wc~ < a ~4n UU I z a~cw TOTAL PROPOSED = 13 831 SF (24.46%) ~Ctly BOGUS SOUND
¢z~z ~ \I
ZZJLL QO Y o H OF OJNw oLL 2 O U¢ ~I~ i SLIPS PROPOSED = 6
. ZK-1- O tQ.'1 N O I ?V
2 N W X N N I N1 O 4 U 6 . Z a 4 if1 W f' F' I I J U 1- X~
0:2NU NC) DC Z t7 ~ WLL
WD Qm~1- -N 4040 ZU
LEGEND aLL'^= rci~z
mw r z, a REVISIONSe
za U H Na BY DATE DESCRIPTION
PROPOSED ExcavATION ~ a x¢ - f DIN6 2•I•!0 CAYA REVISIONS
W LL
PRDPOSEO BULKHEAD 0
~ COASTAL MARSH ~
g`,''o`o.,'>°> EXISTING SIDEWALK SITE PLAN
° EXISTING DRIVEWAY
y W W EXISTING 404 MARSH y CRIBBS ~A~IE PROPERTY
PROPOSED STRUCTURES NEWPORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
-I.7o EXISTING ELEVATION
_3~p PROPOSED ELEVATION CLIENT: DAVID BRADLEY DESIGNED: awG
® MOORING P[L]NG ADDRESS: 118 BUENA VISTA DR. DRAWN:
NHW HDRMAL HIGH WATER ®®e0,®t~eteCAgree,~~~ NEWPORT, NC 28570 DWG
EIS EMBEDMENT MIN MINIMUM N
,`.0~••,cce°•o~/.?~'~._ Puflni~ ® r ~F~ »~n_a~aa CHECKED:
i it nn NTS NOT TO SCALE ~e~4~Y w..vl~•rs,9°, .vivt_s f-.!L /C'IV .l1.1 RDC
NLW NORMAL LOW WATER MHW MEAN HIGH WATER
MLW MEAN LOW WATER SEAL r:* ^ STRGU ENGINEERING,P.A. APPROVED: Q'~ 13343
30'15' 0 30' 60' 0 'm 151A HIGHWAY 24 RDC
SHEET #1 OF 2 2 °'rMOREHEAD CITY, N.C. 28557 DATE: ®o9<®'sgeeee®•4`Q,®.` t2 47 7479 1/21/10
PROJECT PM142-6 „ ,
SCALE. 1 = 30 DESIGN FILE F./142-6 CRIBBS LANE/REVISED PM14266FINAL.DGN ®Bt O CUB G~(Q ~VL~IP6A ~epeueaµs~s SCALE
D. C P.E. 1 " = 30'

Ay 2A HIGNN 0
roti ~ ~
~t ~ I
2 x 6 DECKING WOOD FRAMING w/
6' ° ~ p ~ STRINGERS ASPHALT SHINGLES
~ ' 6 12 6
I
I ! ° 12FT 5/8" PROPOSED °
SHEETPILE GALV TIE BACK

PROPOSED TREATED
$ TIP PILE EKCAVATION A MAN ~ ~ TIMBER PILES DE 0
3:1 S~DPE a~
CRIBBS LANE ~ ~ ~ ~ ~
" \ / 2X DECKING
VlCINlTY MAF
8" TIP PILE MIN 8 FT EMBEDMENT
TYPICAL DOCK SECTION
SECTION B2-B2-BULKHEAD EXCAVATION 1° =5'
SCALE: 1" = 5'
8X8 PILE
62.00 200.00 DETAIL D2-GAZEBO
MIN 36" CLEARANCE
OVER MARSH 1 " = 5'
NHW 3.1 o NLW 0.0 NHW 3.1 NLW 0.4
0
EOGE OF MARSH
3.00 STRiNGENS
8" TIP PILE MIN 8 FT EMBEDMENT
OBSERVATION P I ER PROF I ~E B2-B e" TIP PILE 2 M!N 8 FT EMBEDMENT ~ c ~
NTS
~i
STRINGERS 2 x 6 DECKING
~e.-- -6' NHW 3.1
i ~ o NLW 0.00
NHW 3.1
~ NLW 0.00 N 8" TIP PILE M!N 8 FT EMBEDMENT
8" TIP TREATED TIMBER P[LES
MIN 8 FT EMBEOMENT
TYP, FINGER PIER SECTION
NTS
FINGER PIER PROFILE A2-A2
NTS
a3.oo 7~.a9
M[N 36" CLEARANCE OVER MARSH
NHW 3.1
NLW 0.0
REVISIONS:
Na 8Y DATE DESCRrPTrON
EDGE OF MARSH r DWG 2-hr0 CAYA REV1SrONS
8" TIP PILE MIN 8 FT EMBEDMENT
DOCK C PROFILE C2-C2 DETAILS PLAN
NTS
CRIBBS ~Af~E PROPERTY
NEWPORT TOWNSHIP CARTERET COUNTY NORTH CAROLINA
CLIENT: DAVID BRADLEY DESIGNED:
owc ADDRESS: 118 BUENA viSTa DR. PRAWN:
~9,'pppaallhej®~® NEWPORT, NC 28570 DWG
~wR ~ CAt~ ~®i
SSJp°/'~~'y-.• rhUlVk: 1L5~,~9U-yryy 4 RoC~u•
SEAL ~r*• STIRU ENGINEERING,P.A. APPROVED:
30'15' 0 30' ' 60 13343 151A HIGHWAY 24 RDC ,Q s
SHEET #2 OF 2 ~,G~N~~~'°•Z44 MOREHEAD CITY, N.C.28557 DATE:
PROJECT PM142-6 47-747
. SCALE: 1"- 30' DESIGN FILE F:/142-6 CRIBBS LANE/REVISED PM14266FINAL DGN e'rq J Q. CVO 1121110 °°++e®re~seet~0 G QLQ I I SCALE:
'R®NALD D. ULLIPH P.E. 1 30' R