20070610 Ver 1_CAMA Application_20070405

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
April 3, 2007
MEMORANDUM:

TO: Cyndi Karoly
Environmental Biological Supervisor ,
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Richard and Phyllis Davis
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Project Location: End of Whitehat Road (SR 1311), New Hope, in Perquimans County
Proposed Project: Filling of 404 Wetlands; Residence, Bulkhead, Riprap, Pier
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 04/24/07, to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kim Hedrick at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY:
SIGNED
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.
DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT' S NAME: Richard and Phyllis Davis
2. LOCATION OF PROJECT SITE: End of Whitehat Road (SR 1311), New Hope Community,
Perquimans County, adjacent to Perquimans River.
Photo Index - 2006: 160-6845 (G-8) 2000: 160-1755 (G-8) 1995: 163-1677 (F-18)
1989: 118-11 (R-3) 1984 and 1978: site not flown
State Plane Coordinates - X: 2,773,757 Y:881,824 Hertford, NC L.R.
GPS - B030615A
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - March 6, 2007
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - March 29, 2007
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Perquimans County
Land Classification From LUP - Conservation
(B) AEC(s) Involved - PTA, EW, and ES
(C) Water Dependent - Yes
(D) Intended Use - Private, Residential
(E) Wastewater Treatment: Existing - Septic system not in working order
Planned - septic system replacement
(F) Type of Structures: Existing - Uninhabitable dwelling to be replaced, riprap, bulkhead
remnant pilings
Planned - single-family dwelling replacement, riprap, bulkhead, and
pier structure
(G) Estimated Annual Rate of Erosion - 2-3 feet/year
Source - Field Representative
7. HABITAT DESCRIPTION: [~Al
T~T4TTTRRF.T~ FILLED SHADED
bulkhead
(A) Public Trust Area, Estuarine Waters N/A 1,826 sq. ft. 720 sq. ft.
ri ra
2,790 sq. ft.
retaining wall
(B) Section 404 Wetlands, within Estuarine 400 sq. ft. 2,630 sq. ft.
Shoreline AEC N/A
Tiebacks/r.wall/septic House/driveway
(C) Uplands, within Estuarine Shoreline AEC 1,660 sq. ft. 4,257 sq. ft. N/A
retaining wall driveway
(D) Section 404 Wetlands, outside Estuarine 40 sq. ft. 820 sq. ft. N/A
Shoreline AEC
driveway
(E) Uplands, outside Estuarine Shoreline AEC N/A 478 sq. ft. N/A

Richard and Phyllis Davis
Field Investigation Report
Page 2
(D) Total Area Disturbed - 15,621 sq. ft. (0.36 acres)
(E) Primary Nursery Area - No
(F) Water Classification - SB Open - No
8. PROJECT SUMMARY:
The applicants propose filling of 0.08 acres of Section 404 Wetlands and construction of a single-
family residence on septic, a new and replacement bulkhead, a retaining wall, riprap, and a pier
structure on their property located at the end of Whitehat Road (SR 1311), Perquimans County, and
on a manmade canal and Perquimans River.
PROJECT SETTING
The applicants' property consists of two unnumbered lots, being 25,700 square feet (0.59 acres) and
61,420 square feet (1.41 acres) in size. The smaller lot is adjacent to Perquimans River and the majority
of the larger lot is adjacent to a manmade canal to Perquimans River. Total size of the property including
both lots is 87,120 square feet (2 acres), located at the end of Whitehat Road (SR 1311), New Hope
Community, in Perquimans County and adjacent to a manmade canal and Perquimans River. The
property has an elevation of approximately 2-feet above normal water level (NWL) in the wetlands and
up to approximately 11.5-feet above NWL on the high ground. The upland portion of the property has
Roanoke silt loam {Ro), while-the wetland-portion of the property-has Dogue fine-sandy loam-(DgB).
Currently, there is a dilapidated single-family dwelling on septic not in working order with a grassy
driveway on the property with 148 linear feet of riprap shoreline stabilization and remnant bulkhead
pilings. There is a cleared area with native grasses growing around the dwelling, and the rest of the lot is
wooded. Primary species found on the property include Loblolly Pine (Pinus taeda), Bald cypress
(Taxodium distichum), Sweet gum (Liquidambar styraciflua), Red Maple (Ater rubrum), Wax Myrtle
(Myrica cerifera), and Redbay (Persea borbonia). There were no coastal wetlands found on the property
and no submerged aquatic vegetation found in the adjacent waters on March 6, 2007. However, the majority
of the 1.41-acre lot and a portion of the 0.59-acre lot is Section 404 Wetlands approved by the U.S Army
Corps of Engineers on August 14, 2006.
Adjacent property to the north consists of asingle-family dwelling with a bulkhead and pier structure with a
boathouse, native trees along the shoreline and along the property lines and native grasses entirely on high
ground. The property to the east adjacent the manmade canal is a grass vegetated lawn lot that has been
cleared of trees. The property across the canal to the south is a pine forest with a wetland fringe.
The existing riprap alignment on the applicants' property may have accelerated erosion to the south of the
riprap after the bulkhead failed during Hurricane Isabel in September of 2003. The bulkhead remnant
pilings are located 22-feet waterward normal water level (NWL). South of the failed bulkhead area are
Section 404 Wetlands with a natural shoreline. An approximate 5-foot tall erosion escarpment exists
adjacent the area that use to have a bulkhead.
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itichar'd and Phyllis Davis
Field Investigation Report
Page 3
The water depth close to shore ranges from -0.5 feet to -1.0 foot where the failed bulkhead was aligned
and gradually deepens to -3.0 feet at waterward end of proposed pier structure. Native clamshell halves
were observed along the shoreline. The waters of Perquimans River adjacent the applicants' property is
not primary or secondary nursery areas, are closed to shellfish harvesting, and are classified as SB waters
by the Division of Environmental Management. There are no known archeological sites or geologic
formations associated with the applicants' property. Perquimans River is approximately 1 mile wide
adjacent the applicants' property.
DEVELOPMENT PROPOSAL
In order to prevent further erosion, the applicants propose to construct 2401inear feet of wood bulkhead
average 12-feet, maximum 22-feet waterward NWL with a 15-foot long wingwall along the property line
to the north and another 15-foot wingwall along the Section 404 Wetland line to the south. The old
remnant bulkhead replacement is 113 linear feet of the total 2401inear feet of total bulkhead being
proposed. Clean, dry fill will be used for backfill from an upland pit. The tieback area will extend
approximately 12-feet landward of the bulkhead sheathing, and the bulkhead will be constructed with silt
cloth on the landward side prior to backfill. The applicants are requesting this bulkhead alignment to
regain lost uplands and to meet septic setback requirements.
The applicants propose to construct 2401inear feet of riprap aligned immediately waterward of proposed
bulkhead with the toe of the riprap to extend 8-feet waterward of proposed bulkhead. The riprap adjacent
the bulkhead will be located a maximum distance of 30-feet waterward NWL, 2.5-feet in height, and
installed after the bulkhead is constructed. The applicants propose an additional 148 linear feet of riprap
average 5-feet waterward NWL adjacent the existing wetland escarpment south of the proposed bulkhead
to be placed no higher than 6-inches above the wetland substrate. The entire riprap alignment will total
to 4141inear feet.
The applicants propose to construct an SO-foot long by 6-foot wide pier to a 12-foot long by 20-foot wide
"T" head platform. Two mooring pilings are proposed 20-feet waterward of proposed "T" head platform
to form one boat slip. An additional 17-foot long by 6-foot wide portion of the pier walkway will extend
landward of NWL, elevated 3-feet above wetlands. The proposed pier structure will be located 207-feet
from the nearest riparian line to the north. The platform and slip area will be located in approximately
-3-feet water depth. The riparian pier to the north extends approximately 105-feet into Perquimans
River, and piers to the north along the same shoreline extend 150-feet into Perquimans River. The
proposed pier structure will extend 107-feet into Perquimans River.
The applicant proposes 610 linear feet of wood retaining wall to be installed prior to upland disturbance.
After the retaining wall is installed, the applicants propose to fill a total of 3,450 square feet (.08 acres)
of Section 404 Wetlands, creating a 2:1 slope from high ground to the retaining wall. The fill and
disturbed areas will be graded, then immediately seeded with lawn grasses. The applicants propose to
replace the existing single-family dwelling with a 70-foot long by 30-foot wide single-family dwelling
with a 3,455 square foot, irregular shaped concrete driveway with a 30-foot long by 12-foot wide septic
system replacement.

Richard and Phyllis Davis
Field Investigation Report
Page 4
ANTICIPATED IMPACTS
The proposed bulkhead alignment with backfill will result in the filling of approximately 1, 826 square
feet of Public Trust Area (PTA), Estuarine Waters (EW) Area of Environmental Concern (AEC).
Approximately 75 cubic yards of fill material will be placed below NWL for the backfill. An additional
approximately 270 cubic yards of fill material will be placed in the escarpment area behind the bulkhead
to match grade in the 30-foot buffer of the Estuarine Shoreline (ES) AEC.
The proposed riprap will result in the total filling of approximately 2,790 square feet (113.6 cubic yards)
of PTA, EW AEC. The proposed riprap waterward of the proposed bulkhead will result in the filling of
1,920 square feet (78.2 cubic yards) of PTA, EW AEC, and the proposed riprap waterward of the
wetland escarpment will result in the filling of 870 square feet (35.4 cubic yards) of PTA, EW AEC.
The proposed pier structure will shade 720 square feet of PTA, EW AEC. There are no expected
navigational impacts due to the pier structure. There is one proposed boat slip formed by the
construction of two mooring pilings located off the "T" head platform. The water depth in the proposed
slip area is -3-feet. The entire structure, with slip area included, will take up 1,120 square feet of Public
Trust Area. The waters of Perquimans River in the area the proposed pier will be located are classified
as SB waters by the Division of Environmental Management and are closed to shellfish harvesting.
The applicants propose to disturb a total of 610 square feet of Section 404 Wetlands and uplands in and
outside the ES AEC for the installation of a wood retaining wall. The applicants propose to fill 2,630
square feet of Section 404 Wetlands in the ES AEC and 820 square feet of Section 404 Wetlands outside
the ES AEC immediately landward of the proposed retaining wall with grading at a 2:1 slope from the
high ground down to the retaining wall. A total of 3,450 square feet (0.08 acres) of Section 404
Wetlands are proposed for filling as site preparation for the single-family dwelling and driveway. A total
of 530 cubic yards of fill are proposed in the wetlands landward of the retaining wall for grading to
uplands.
Proposed impervious surfaces on the property include 4,257 square feet of concrete driveway and single-
family dwelling roofline within the ES AEC. The proposed single-family dwelling will be 2,100 square
feet in size, while the concrete parking associated with the house will be 3,455 square feet in size. The
entire house and parking area will be located outside the 30-foot buffer. The septic system will also be
located outside the 30-foot buffer and will disturb approximately 360 square feet of ES AEC for
installation. The fill areas behind the retaining wall will be immediately vegetated after grading. There is
5 % impervious surfaces proposed within the ES AEC, and the portion of the driveway within the 30-foot
buffer will remain grassy. The percent impervious surfaces were calculated based upon the alignment of
the proposed bulkhead.
Temporary water turbidity will occur during construction. The use of a filter cloth behind the bulkhead
will minimize future erosion and turbidity.
Submitted by: Kimberly Hedrick
Date: 03/29/2007

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6VC D~N~
PROJECT NARRATIVE
Richard Davis - CAMA Major Permit Application
Hertford, Perquimans County, North Carolina
February 21, 2007
Page 1 of 3
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PURPOSE: The purpose of the proposed activity is to reconstruct an existing 113 linear foot
dilapidated bulkhead, which has been destroyed from prior hurricane and storm events, and
construct 127 additional linear feet of bulkhead; a total of 240 linear feet of bulkhead, point to
point. The proposed activity also includes the removal of a dilapidated inhabitable single-family
dwelling to reconstruct asingle-family dwelling; a landscaping wall (610') around the proposed
house and fill area; an 80' pier with a platform and two mooring pilings for one boat slip; rock rip
rap waterward of proposed bulkhead (240') and waterward of the wetland shoreline (174'). Fill is
also proposed in Section 404 wetlands to reconstruct a residential dwelling and meet septic
setbacks.
EXISTING CONDITIONS: Richard Davis currently owns the two subject parcels:
0.59 ac. and 1.41 ac. The 1.41 acre parcel primarily consists of a manmade canal and Section
404 wetlands (1.25 ac.). Existing structures on 0.59 ac parcel are dilapidated residential dwelling
(1,105 s.f.), rip rap and remnant bulkhead. Remnant bulkhead on this parcel is 113 linear feet,
which mostly comprises of pilings. There is existing rip rap along the shoreline of the 0.59 acre
parcel (150' x 5'- 8'(width varies)), which will be capped with additional rip rap to a height of 2.5
feet and width of 8 feet. Total wetlands on 0.59 ac. parcel is 0.22 ac.
Breaks in the 113' bulkhead left the shoreline vulnerable to storm erosion causing distinct
escarpment averaging four feet (4+') in depth. Predominant north and southwest winds make this
area along the Perquimans River a high wave energy area; therefore, without continued shoreline
stabilization the shoreline is vulnerable to continual erosion. Personal observation from the
property owner observed eroded shoreline 22 feet in the past 3 years; majority of damage from
...-hurricane Isabell. _ __. __ __ __ __
Predominant north and southwest winds make this a high wave energy area, therefore,
submerged aquatic vegetation (SAV's) does not normally exist in these high-energy areas. AEC
staff confirmed during a site visit, no submerged aquatic vegetation (SAV's) within the project
area or outside the project area. With the absence of SAV's, aquatic invertebrate and vertebrate
species should not be impacted by the proposed activity. There are no coastal wetlands present
within or adjacent to the project area. The project site has been delineated by AEC on August 2,
2006 and approved by the U.S. Army Corp of Engineers (Josh Pelletier) on August 18, 2006.
Vegetation on project sites consists of bald cypress, loblolly pine, oaks, hickory, red bay and
grasses.
AEC took field measurements on 8-2-06 and 1-16-07. All field measurements taken during a
normal tide. Water depths were taken in ten-foot increments from the NWL to the existing
bulkhead alignment. Transects were taken 50 feet apart since the river bottom was consistent.
Escarpment measurements were taken every 20 feet at each transect.
PROPOSED CONSTRUCTION:
• Single-family residential home (2,100 s.f.)
• 240 linear feet of bulkhead with associated backfill
• Two (15') return walls -Total 30 linear feet.
• Six foot wide pier 80 feet in length
• 240 square foot platform on the end of pier
• Two mooring pilings for one boat slip at end of pier/platform
• Rip rap a total of 414 linear feet
• Landscaping wall 610'
• Fill in Section 404 wetlands (3,450 s.f.)

(Davis -page 2)
Linear footage of bulkhead to be replaced is 113 linear feet. Additional bulkhead to be
constructed is 127 linear feet (Total constructed bulkhead 240 linear feet). Two 15 foot return
walls (one at each end) are proposed to be constructed as well (30 linear feet). Rock Rip rap
(240 linear feet, 8' base, 2.5' in height) is proposed waterward of the bulkhead once the bulkhead
is reconstructed. Rip rap is also proposed waterward of the wetland shoreline (174 linear feet, 8'
base, 1.6' in height (1.1' below NWL 6" above NWL)), to break wave action to minimize erosion of
existing wetlands. Construction of a six foot wide pier (80' in length), 12'x 20' platform (240 s.f.)
and one boat slip with two mooring pilings.
Once the reconstructed bulkhead is in place, rip rap placed in front of the bulkhead will armor the
bulkhead and minimize future destruction due to the high-energy impact zone. Rip rap is
proposed in front of the bulkhead, since historical bulkheads armored with rip rap have proven to
be left intact after major storm events, when portions of bulkhead without rip rap have failed (refer
to previous CAMA Major Permit "Albemarle Estates" in Currituck County).
Fill proposed below the NWL for Bulkhead alignment: Maximum distance from NWL to
remnant/proposed bulkhead is 22 feet; minimum distance from NWL to remnant/proposed
bulkhead is two feet (2').
Open water fill from NWL to bulkhead =1,826 s.f. x 1.1 (ave. depth) = 27 = 75 c. yds
Rip rap proposed below the NWL: Maximum height of rip rap adjacent to wetlands will be 6"
from wetland substrate. Height of rip rap above NWL adjacent to bulkhead 1.5'
Rip rap adjacent to bulkhead = 240' x 8' x 1.1 _ 27 = 78.2 c. yds
Rip rap adjacent to wetlands = 174' x~3~. x 1.1" = 27 =~.6r7 c.yds.
Open water fill for rip rap = 135 Cdubic yards. ~~•"~~`
Total cubic yards of open water fill proposed is 210 c.yds
Total cubic yards of fill proposed for the backfill within escarpment areas (escarpment to
NWL) excludin4 open water fill is = 270 c.yds.
Total cubic yards for residential dwelling and area inside the landscaping wall
(excluding backfill for b.h.) is = 530 c.yds.
Total amount of material for proposed project = ~ 1,010 cubic yards.
Methods of Construction:
Residential dwelling to be constructed (2,100 s.f.) using hand tools and concrete truck. Bulkhead,
pier and mooring pilings to be constructed using hand tools, hydraulic pumps
and barge. Bulkhead backfill will be trucked in from a commercial source to consist of sandy
upland soils; bulldozed and graded towards the constructed bulkhead placed with filter cloth.
Rock rip rap waterward of bulkhead will be trucked in after backfill and bulkhead are in place, and
placed directly in front of the bulkhead using an excavator (240 linear feet). Rip rap waterward of
wetlands will be barged in and hand placed at a height no greater than 6 inches above the
wetland substrate.
A landscaping wall will be constructed (610') around the disturbed area and wetland fill area to
prepare the site for residential construction. Landscaping wall will be constructed using hand
tools and hydraulic pump.

(Davis -page 3)
Total disturbed area within the 30' Buffer= 8,164 s.f. (backfill & wetland fill 416 s.f.)
Total disturbed area within the 75' AEC = 10,350 s.f.
Wetland Fill: (total wetlands on 0.59 ac.parcel is 0.22 ac. total wetlands on 1.41 ac. parcel is 1.25
ac. )
Total wetland fill = 3,450 s.f.
Total wetland fill area within the 30' Buffer = 416 s.f.
Total wetland fill area within the 75' AEC = 2,548 s.f.
Wetland fill is necessary for septic setbacks and residential construction, including parking area
next to house. Wetland fill was limited to 0.08 ac. to stay within the Nationwide Permit.
Highground is limited within the 2 acres since the majority of the 2 acre tract is wetlands and
manmade canal, therefore the location of house with parking and septic is limited due to the 30
foot buffer and limited amount of highground.
Mitigation: Compensatory mitigation is proposed to offset wetland impacts. Compensatory
mitigation proposed by the property owner is the purchase of wetland credits (1/4 acre) from
NCEEP once permits are in place.
stormwater: Once the landscaping wall and fill is in place, site will be prepared for residential
construction grading the highground area on a 2:1 slope towards the landscaping wall. Graded
area will be seeded with grass seed after grading is complete. Gutters along the roof of the
residential home will route stormwater to several areas in the grassed area to prevent stormwater
in a concentrated area.
Total disturbed area for the proposed activity = 19,861 s.f.
Due to a manmade canal, narrowed access due to erosion, extensive wetlands and the 30 foot
buffer this two acre tract (2 parcels) is limited to construction and access. The proposed activity
will allow the property owner to reconstruct the dilapidated residential structure, which is not
habitable, on his property, reconstruct the dilapidated bulkhead with additional bulkhead and
further armoring the shoreline with rock rip rap to prevent further erosion to his property, which
would prevent future access to the highground portion of his property. Due to the aforementioned
limitations of the property, wetland fill is necessary to accomplish the scope of the project.
Mitigation is proposed to offset the impacts to wetlands.

UCM Mp-, 0 7 0 6 1 0 ~~C~1~l~G~
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APPLICATION for ~; ~ ~ 200
Mayor Deoelopment Permit ~~~~~~~~~~~~
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
7. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
AEC#06-061 A
Applicant 1: First Name
Richard & Ph~llis MI Last Name
Davis
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
638 Whitehat Road PO Box City
Hertford State
NC
ZIP
27944 Country
USA Phone No.
252 - 264 - 2018 ext. FAX No.
N/A - -
Street Address (if different from above)
Same City State Zlp
Email
2. AgentContractor Information
Business Name
Atlantic Environmental Consultants, LLC
Agent/ Contractor 1: First Name MI Last Name
Roxanne D Dorman
Agent! Contractor 2: First Name MI Last Name
Douglas A Dorman
Mailing Address PO Box City State
P.O. Box 3266 Kitty Hawk NC
Zip Phone No. 1 Phone No. 2
27949 252 - 261 - 770 7 ext. 252 - 202 - 3312 ext.
FAX No. Contractor#
252 262 2965
Street Address (if different from above) City State Zip
Email
[e-mail]

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Form DCM MP-1 (Page 2 of 4) APPLICATION for
,~~~~ `~ ~' ~~ @f Major Development Permit
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3. Project Location ~'iizea~~~~r,u^~,~
County (can be multiple) Street Address State Rd
#
Perquimans County Whitehat Road .
SR1311
Subdivision Name City State Zip
N/A Hertford NC 27944 -
Phone No. Lot No.(s} (if many, attach additiona! page with list)
- - ext. two unnumbered lots, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
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Cam- tt' manmade canal connected to the Perquimans River and
,,, the Perquimans 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 Perquimans River
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.
Perquimans County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
416 feet along 0.59 ac. parcel and 1,049 feet along 1.41 2 parcels (0.59 acres & 1.41 acrs (2 ac, total})
acre parcel (includes manmade canal shoreline). Total
shoreline 1,465 feet
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high wafer) or
0.59 ac., 1.41 acre, NWL (normal wafer level)
(If many lot sizes, please attach additional page with a list) 2' - 11'.5" ^NHW or ®NWL
e. Vegetation on tract
Oaks, hickory, loblolly pine, sweet gum, bald cypress, red bay, grasses
f. Man-made features and uses now on tract
manmade features include a dilapidated single family residential dwelling, remnant bulkhead and concrete rip rap on 0.59
ac parcel; 1.41 acre parcel mostly consists of Section 404 wetlands and a manmade canal.
g. Identify and describe the existing land uses adjacent to the proposed project site.
developed single-family residential
h. How does focal government zone the tract? i. Is the proposed project consistent with the applicable zoning?
commmunity (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. 1s 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 DCM MP-1 (Page 3 of 4) 'tff" E~~NI
APPLICATION for
Major Development Permit
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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.
old conventional wastewater system to be removed
o. Describe existing drinking water supply source.
on site well
p. Describe existing storm water management or treatment systems.
None at this time, topography drops on all sides of the property to be developed
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.
To remove existing structure and reconstruct asingle-family residence with wastewater system; construct shoreline
stabilzation, pier, platform and boat slip (see project narrative).
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.
See project narrative
d. List all development activities you propose.
Reconstruction of asingle-family residential home and wastewater system; reconstruct bulkhead, construct additional
bulkhead, place rip rap along shoreline and adjacent to bulkhead; construct a pier with a platform and boat slip (2 mooring
pilings).
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? 19,861 ®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.
Existing surface runoff from residential dwelling roof; proposed residential dwelling roof and concrete parking surface runoff.
i. Will wastewater or stormwater be discharged into a wetland? ^Yes ®No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ^NA
j. Is there any mitigation proposed? ®Yes ^No ^NA
If yes, attach a mitigation proposal,
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~6~~~~~~~'~
Form DCM MP-1 (Page 4 of 4) .'~C: I~~Nk~ APPLICATION for
=~ ~ ~~~
Major Development Permit
6. Additional Information -° ~- i l~i~r~ -~~ cl 6:
Fliz~b~th ~is~
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package fo 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.
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 Andrew Winslow Phone No.
Address 694 Whitehat Raod, Hertford, NC 23666-2862
Name Richard R. Early Phone No. 757-483-9421
Address 3137 Harvesttime Crescent, Chesapeake, VA 23321-5901
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 at this time
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 2-21-07 3 `~ ~'C? ~7 Print N ~rrle•-_~oxanne Dorman
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

FROM :ATLANTIC ENVIRONMENTAL CONSULT FAX N0. :2522612965
Mar. 28 2007 02:09PM P3
Form DCM MP.2
~XCAVA7'tl7tlt and FILi~
(Except tatr bridges and calvetrts)
Attach this form to Joint Appiicatlon for CAMA MaJor Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Appllcestion that relate to this proposed project. Pleases ineduda all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be Divan in fEwr
Access
Channel
(NLW or
lVWL
Canal
Boat Basin
Boat Ramp
Rvck Groin
Rock
Sreakwetet' Other
(excluding
shoreline
stabilization
Lesngth N/A N/A N/A N/A
N/A
N/A wetland fill
irregular
sha
e
Width p

Avg. Existin
9 N/A WA WA N/A N/A ; N/A - 34,848 s,f.'

4epth
Final Project
WA
N/A
NIA
N/A
zNA`,<,...,:.
:!'.: .•-::
';'
:> _
:: " '
:`: ~ ~' ; ~';
N/A
Depth NIA N/A N/A N!A .
,
ANA::
,• ` '~~'`~'
''N~1 '.;:; `~
NIA
a. Amount of material to be excavated from below NHW or NWL In b. Type of material to be
cubic yards. N/A
N/A
a (i) Does the area to be exoeveted include coastal wetlands/marsh
(GW), subrr-orged aquatin vogotation (sAV), shah bottom {SB},
or other wettentls tW t.)T Er any 4oxea are onecked, provldp tho
number of square feat affedtsd.
OCW {3SAV ,,..,~. ^S8 ,.~,
~Wl. ®None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavatton in cubic yards.
wA
c. (i) Do you daim title to disposal area?
^Yes ^No ®NA
(ii) if no, attach a letter granting permission from the owner
d• (i) Will a dapo3a! area be available for future maintenance?
C1Yes []No I$fNA
(i9 If yes, where?
®• (i) Does the disposal area incude any coastal wetlands/marsh f. ~ Does the disposal include any area in the water?
(CW), submerged aquatic vegeratlon (sAV}, shell bottom (se), pY~ qNo ®NA
or other wetlands (WL)? If any boxes ere checked, provide the
number of square feet affected. (Iq If yes, how much water area is affected?
^CW ^SAV ^St3
^Wl. None
(i) Describe the purpose of disposal In these areas:

FROM :ATLANTIC ENVIRONMENTAL CONSULT FAX N0. :2522612965
F`~-~pa 17tC~ INIP-2 (~xcavasttiadi and iFili~ Page 2 o1T 3~
a. Type of Shorelkle 6tablUZat[on:
®Bulkhead ®Riprap ^BreakwaterlSill ^Other.
c. Average distance waterward of NHW or NWL: ,Bulkhead ave.12'
aVe. 20' for rip rap (toe of rip rap 8 feet watsnarard of bfir).
Mar. 28 2007 O2:O8PM P2
`• ~~;. : r _,.~:. : ~1,:6'nts secuon:nvr appnc~Q,d,.
st + ,
Nc _ Y.
b. Length: bulkh®ad le d,p' i r 4'
Width: width oC,~n rao 8 €eat. widt(f of bulkhead 1 foot
d. Maximum distance vratarward of NHW or NWI: max distance
waterward for bulkhead 2~; maximum d~tance waterward for rip
rap 30-feet for toe of rlprap (toe of rip rap 8 feet waterward of b.h.)
e. 'type Of stabilization materiel: f. (i) Has there been shoreline erosion during preceding 12
Woodlvinyl bulkhead and rock rip rap months?
®Yes ^No ^NA ;
(i) If yes, state amount of erosion and source of erosion amount
information.
12 feet since hurricane t6ab211 and according to property
owner 10 feet since tropical storm Ernesto = 22'. Photo's not
available, however, praperty Owner states he had to take
planks out from ofd bulkhead since the debri6 Irom storms
damaged boats in the area.
g. Number of square feet of fit! to be placed bQlovv water level. h. Zype of fill mater[al.
Bulkhead baokftll ~~ Riprap 332 clean upland sand; clean rock/concrete site suffllcleni for rip rap
BreakwatedSllt Other as stated in state reg'S.
it source of fill material.
dean upland soils from a commercial source for backfill;
commercial source for rock/concrete rip rap.
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a. (i) Wili fib material be brought to the site? ®Ye8 i]No C~NA ()Will fill material be placed in coastal wetlandslrnarsh (CW),
b,
If yes, submerged aquatic vegetation (SAS, shell bottam (SB}, or
other wetlands (WL)? If any boxes are checked, provide the
jii) Amount of material to be placed in the water jyfA number of square feet affected.
(ii) Dimensions of fill area in'e(wlar sha-na 0.849 s.f.j ~CW ^SAV C7SB
(iy Purpose of fill ®WL ^None
Fill to be brought In For wetland rlr to meat saptk: setbacks () Describe the purpose of the fill in these arose:
and resklential conStntctton
_ _ _ _ _ __ '
Fill to Yeaonatruct residenital dwelling with parking and meet
septic setbacks

.- ;~.
r
`
,
a. How will excavated or fill materlaf be kept on site and erosion equipment will be used (e.g , dragtine,
b. What type of construction
controlled? backhoe, or hydraulic dredge)?
Landscaping wall constructed prior to wattard fill to retain fill and dump truck, frontend loader, bull dozer
prevent intrusion of material Into wetlands not permitted for fill. -
o. (i) W11I navigational aids be required as a result of the project? d. (~ WAI wetlands be crossed in transpoRtnq equipment to project
Yes ^No ®NA site? pYeY ®NO ^NA
{ii) II yes, explain what type and how they will be implemented. (ii) If yes, explain steps that wilt be taken to avoid or minimize
environmental impacts.

.,
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.2,;21-07 ~. ~ , ~ , r . ~ ..
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r :. .:
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Date ~ ~ ~ ~ ~ ~ ~
AEC#06-061A
Project Name
Roxanne Dorman
tName
u~~---°
~~{ilicant Signature
~1~ l~~j`SR
,.
.~ac~S".J i~4~ .~~l~~~Sy '1 .7 ~'dA ~'d
'4~4 ~lse'~3.'{F ~9a..r

' ~ ~~'4~/'~,sr ~y6~~i ~~
~Y.e f..e~'d~i~~
Form DCM MP-3 ~ m' ~ ~°~r
y
~
~
,
_n,
!lPLAND DEVELOPMENT
ji
f4
`~°~~``~°~a~'°"~°~~~ ~:~ 1~,
~
~
~~„v ~~~ .~.al -f
Y.
(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.
1 single-family residential dwelling, parking area, driveway,
septic system, 610 linear feet of landscaping wall
b. Number of lots or parcels.
2
c. Density (give the number of residential units and the units per
acre).
One residential unit, one unit per 2 acres
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.
5%
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.
17%
j. Describe proposed method of sewage disposal.
on site conventional wastewater system to replace existing
conventional wastewater system
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
19, 861 s. f.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surtaces.
concrete for parking area
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:
k. Have the facilities described in Item (i) received state or local
approval?
®Yes ^No ^NA ~`
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surtace runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ^Yes ®No ^NA
surface runoff from roofed area If yes, attach appropriate documentation.

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
County source
o. When was the lot(s) platted and recorded?
platted 9/9/1953
n. (i) Will water be impounded? pYes ®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

Date
AEC#06-061 A
Project Name
Roxanne Dorman
plican me
--4.,
AppGc nt Signature
r~v ~~~`v~s~~",

~ ~ ~ ~~Ytm C.A'~J.. tl4i4r i'~t'
Form DCM MP-4 ~~ `~a:P.sa
STRUCTURES L ~~~,~~'
~,SF ;
b
"
i~
{{
pp
cc..
[
(Construction within Public Trust Areas) ~:di~:~:'~;~ '"'sf
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
a. (i) Is the docking facility/marina:
^Commercial ^Public/Government j~Private/Community
^This section not applicable
b. {i) Will the facility be open to the general public?
^Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 80'
(iv) Width 6'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ®Yes ^No
If yes:
(ii) Number 1
(iii) Length 12'
(iv) Width 20'
(v) Floating ^Yes ®No
(Vote: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
1
(ii) Number of slips existing
-0-
i. Check the proposed type of siting:
^ Land cut and access channel
^Open water; dredging for basin andlor channel
®Open water; no dredging required
^Other; please describe:
k. Typical boat length: 20'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
2
d. (i) Are Finger Piers included? ^Yes ~No
If yes:
{ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
f. (i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number
(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: 1
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
j. Describe the typical boats to be served (e. g., open runabout,
charter boats, sail boats, mixed types).
open runabout
I. {i) Will the facility be open to the general public?
^Yes ®No

2. DOCKING FACILITY/MARINA OPERATIONS ®This section not appficab/e
a. Check each of the following sanitary facilities that will be included in the proposed project.
^ Office Toilets
^ Toilets for patrons; Number: ;Location: ~fy~~tl ~ ~~
oaf f ~~~ l ~.
^ Showers
^ Boatholding tank pumpout; Give type and location: ~ ~~`°~~~ ~ ~~ in, `~
,~ -
b. Describe treatment type and disposal location for all sanitary wastewater. a=° ? 'ib;
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge' signs proposed.
(ii) Give the location and number of "Pumpout Available' signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
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 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.
^WL ^None ~~ F' °~
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 Ieaseholder(s), and give the proximity to the lease. ,~~*.rs-~,~ ?,_ y r;~ y,a;:^n ~, , u fi
., "'p'
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^Public/Government ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e. g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
^Commercial ^PubliGGovernment ®Private/Community
^This section not applicable
b. Number 2
c. Distance to be placed beyond shoreline 107'
Note: This should be measured from marsh edge, if present.
e. Arc of the swing mooring piling used as a slip not constructed to
swing boat
d. Description of buoy {color, inscription, size, anchor, etc.}
N/A
7. GENERAL

a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
207' to north & 308' to the south 264' '
Nofe: For buoy or mooring piling. use arc of swing including length
of vessel.
c. Width of water body
1 mile
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.
d. Water depth at waterward end of structure at NLW or NWL
-3.0 feet '~~.~%~:~" ~°~'
?~~ FPM .t~
,; ~~ i
~til~ h~ .. _ r~. ,
o~ ..
8. OTHER QThis section not applicable
a. Give complete description:
Walkway over wetland to access pier - 17-foot in length by 6-foot width pier walkway extension elevated three feed above
wetland substrate to highground.
3-16-07
Date
AEC#06-061A -Davis
Project Name
Roxanne Dorman
pplican ame
.__ ~_
,~._._
Applicant Signature

MAJOR PERMIT FEE MATRIX
Applicant: Richard and Phyllis Davis
Selection Development Type Fee DCM % DWQ
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
III(A). Private, non-
commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3490 (See
attached can be a lied:
III(B). Public or commercial
development, if General $400 100% ($400) 0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
III(C). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
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
a uatic life:
III(D). If General Water
~~,,' Quality Certification No. $400 60% ($240) 40% ($160)
3490 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

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_..._..._..._.....,._..,_..._..._ NORMAL WATER LEVEL (NWL)
Y -3,O' EXISTING WATER DEPTHS
- - - 75' AEC LINE
................. 30' BUFFER LINE
- ~ - • - • - - - • - • - EXISTING 404 LINE (CONFIRMED 8Y US ARMY CORP 8/14/06}
EXISTING SITE
\ r~0~,
~e~~l f~ 3
SHEET 1 OF
CONDITIONS
DAVIS CAMA MAJOR
NEW HOPE TOWNSHIP- PERQUIMANS COUNTY -NORTH CAROLINA
25' °~ 5D' '°°' 150' ATL,4NTlC EN~/RONMENTAL CONSULTANTS, LLC
cRAPHic scA~E 1"=sD' P0. BOX 3266, KITTY HAWK, N,C. 2799
(252161-7707, e-mail roxdoiman®ao%com
DATE: 2/20/°7 REVISED: 3/12/07 FILE: 06-061 DRAWN BY:DOUG D

PROPOSED MDORING-•-""' ' PROPOSED PLATFORM
PILLINGS (2) 20' _
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LEGEND `•~`:-" ~ ~l~ ~Z,t~~«I r~~l SHEET 2 of 3
PROPOSED 404 WETLAND FILL (3,450 SF) SHORELINE STABILIZATION , PIER , & R E S I D E N C E
PROPOSED RIP-RAP D AV I S C A M A M A J O R
_,.._..._..._..,_..._.,._..._..._ NORMAL WATER LE4EL (NWL) NEW HOPE TOWNSHIP- PERQUIMANS COUNTY -NORTH CAROLINA
8 -3.0' EXISTING WATER DEPTHS
- - 75' AEC LINE 25' o' S°' '°°' 150' ATLANl/C EN~~RONMENTAL CONSULTANTS, LCC
• • • • • • - • • - • - • • • • • • ao' BUFFER LINE GRAPHIC SCALE 1"= 50'
P1O. BOX ,266, K/lTY HAWK, NCI 27949
- • - • - ~ - - - ~ - • - EXISTING 404 LINE (CONFIRMED BY US ARMY CORP 8/14/06) (252261-7707, e-mail roxdorman®aol. com
DATE: 2/20/07 REVISED: 3/12/07, 3/28/07 FILE: 06-061 DRAWN BY. DOUG D

EXISTAIG CRADE
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EROSION ENSCARPMENT VARIES ~ ~~ `-°~ ~ I~ `"
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PROPOSED
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71.,,, ~ ~"4,,~ a
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BIP-RAP CROSS SECTION
N,T,S.
_ ~ 1~., _.-~ . ~_..-.I
PROPOSED LANDSCAPING WALL
TO BE CONSTRUCTED AT 404
WETLAND LINE .
EXISTING 404 WE7ZANDS
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a
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OR TONGUE AND GROOV
DRIVE Pte' CROSS SECTION B-B
NTS
O 7 p
SHEET 3 OF 3
SHORELINE STABILIZATION DETAILS
DAMS CAMA MAJOR
NEW HOPE TOWNSHIP- PERQUIMANS COUNTY -NORTH CAROLINA
TYPICAL PIER CROSS SECTION
N.r.s.
o'
ATLANT/C ENI/IRONMENTAL CONSULTANTS, LLC
GRAPHIC SCALE 1"=NTS P,O. BOX X266, K/TTY HAWK N,C. 27949
('152261--7707, e -mail roxdorman~aol, com
DATE: 2/20/07 REVISED: 3/12/07 FILE: 06-061 DRAWN BY; DOUG D
I-_°