19940979 Ver 1_COMPLETE FILE_19941118

State of North Carolina
Department of Environment,
Health and Natural Resources s P
Division of Coastal Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Roger N. Schecter, Director October 31, 1994
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
John R. Parker, Jr.
Major Permits Processing Coordinator
0/y 9 9 9
Al"WA
C) F=1
11 D
F03-1177
NOV 0,1994
DIVISION OF
COASTAL MANAGEMENT
CAMA/DREDGE & FILL Permit Application Review
Swans Bluff, Inc./Patten Carolina Land, Inc.
r
Off Hwy. 24 and SR1551, southwest of Swansboro, below the SR1509 bridge over
Queens Creek, adjacent to the 4-H Camp Mitchell, in Onslow County
Proposed Project: to construct a community pier with 10 boat slips
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 21, 1994. If you have any questions regarding the proposed project, please contact Jim Mercer at
[phone]. When appropriate, in-depth comments with supporting data is 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 1?t L lL E-, t' v r- DATE
I

P.O. Box 769, 3441 Arendell St„ Morehead City, North Carolina 28557 Courier #E11-12-09
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Swans Bluff Inc. / Patten Carolina Land Inc.
2. LOCATION OF PROJECT SITE: off Hwy. 24 and SR //1551, southwest of Swansboro, below the
SR /11509 Bridge over Queen's Creek adjacent to the 4-H Camp Mitchell in Onslow County.
Photo Index - 1989: Strip #/154, Frame /131, @ H-12
State Plane Coordinates - X: 2660100 Y: 361200
USGS 7.5 min. Topographic Quadrangle "Hubert" Photo-revised 1983.
3. INVESTIGATION TYPE: CAMA (ONLY)
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/06/94
Was Applicant Present- NO
5. PROCESSING PROCEDURE: Application Received - 09/15/94 Incomplete
Office - Morehead City 10/27/94 Completed
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County LUP Up-Dated (Nov. 1992)
Land Classification From LUP - Transition / Conservation
(B) AEC(s) Involved: Estuarine Waters, Coastal Wetlands, Estuarine Shoreline
(C) Water Dependent: YES
(D) Intended Use: Housing Development
(E) Wastewater Treatment: Existing - NONE
Planned - Individual Septic Systems
(F) Type of Structures: Existing - Paved Roads (3,800 In. ft.)
- 61 Single Family Residential Lots
Planned - Community Pier with 10 Boat Slips
(G) Estimated Annual Rate of Erosion: NONE
Source - Marsh Fringe
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands:
Saltmarsh Fringe / Pier footprint
165 sq. ft.
(B) Non-Vegetated Wetlands: 652 sq. ft.
Open Water / Pier (Leg+Basin) 4,245 sq.ft.
(C) Other: Highground / access walk 105 sq. ft.
Highground / Paved Parking 4,680 sq. ft.
404 Wetlands / Pier 270 sq.ft.
(D) Total Area Disturbed: Approximately 0.3 acres Community Access Area
(E) Primary Nursery Area: YES (Hall's Creek)
(F) Water Classification: 'SA' Open: Open
FIELD INVESTIGATION REPORT:
PATTEN CAROLINA LAND, INC., ONSLOW COUNTY
PAGE #2
8. PROTECT SUMMARY: The applicant proposes to construct a community pier with
10 boat slips to be located on a water access easement'next to Lot #1 in Swans Bluff
Subdivision.
9. NARRATIVE DESCRIPTION: The land owner and applicant is Swans Bluff Inc. /
Patten Carolina Land Inc. The CAMA application has been submitted by their agent
and environmental consultant, Mr. Wayne Ragland. Development of Swans Bluff
Subdivision has been underway for the pass several months. Although most all of the
lots have sold, construction of individual houses has not started. Until now, all
construction activities have been limited to work within the 50 ft. roadway alignment
all of which has occurred well landward of the Estuarine Shoreline Areas of
Environmental Concern. As the project plan show on sheet 2 of 4, three areas of 404
Wetlands were crossed in the construction of the roadway within the subdivision. The
applicant has provided the following calculations to the Corps of Engineers.
Authorization has been confirmed under the Nationwide Permit No. 14 for Minor Road
Crossings: site #1, 34 ft.long = 1724 sq.ft., site #2, 61 ft. long = 3114 sq.ft., and
site #3,97 ft. long = 4304 sq.ft.
Today, the applicant proposes to develop a community access facility on a 0.35 acre
tract of land located on Queen's Creek next to Lot #1 and adjacent to the 4-H Camp
Mitchell. The proposal calls for the construction of a 327 foot pier with 10 boat slips
and a paved parking for 7 cars on the highground landward of the CAMA AEC. Other
components of the access facility plan includes construction of a 5 foot wide gravel
walkway connecting the parking area with the pier and two (2) roof covered platforms
or gazebos situated at either end of the walkway.
Within the Estuarine Shoreline AEC, the 5 foot wide gravel walkway will account for
approximately 105 sq. ft. of contact area and the roof covered gazebo will occupy
another 94 sq.ft. impervious surface. Construction within the AEC will generate an
estimated 199 square feet of impervious surface; that is, approximately 10.6% of the
total AEC that equals 1,871 sq.ft.
The proposed 327 ft. pier begins on the landward side the saltmarsh fringe. The marsh
measures about 25 to 35 feet wide and is dominated by saltmarsh cordgrass and black
needle rush. The 5 foot wide pier will create a footprint shadow of about 175 square
feet on the coastal wetlands AEC.
The open water section of the pier will measure approximately 126 feet long and
includes a T-Head platform and a designated boat slip/basin that will measure 76 feet
long by 56 feet wide. The T-Head platform will measure 8 ft. wide by 30 ft. long and
each of the 8 finger piers will measure 2 to 3 ft. wide by 15 ft. long. The 10 slip
basin will impose a footprint of 4,256 square feet on the Estuarine Waters AEC of
FIELD INVESTIGATION REPORT:
PATTEN CAROLINA LAND, INC., ONSLOW COUNTY
PAGE #3
Queen's Creek. As the workplat drawings show (sheet 3 of 4), the associated finger
piers and tie-off pilings will overlap the 15 ft. sideline set requirement as well as the
extended property lines of the adjacent riparian land owners. On the south east side of
the pier, the 6 tie-off pilings are shown to extend 10 feet beyond the property line to
an area that is considered the riparian corridor assigned to the 4-H Camp Mitchell
property.
Water depth information provided with the application drawings show that the average
depths in and around the boat docking area range from -2.0 ft. to -3.5 ft. on mean low
water. The outer limits of the pier will terminate in waters that measure -3.5 ft.
relative to the mean low water level. The T-Head platform will parallel those water
depths. The same workplats indicate deeper waters of -3.7 ft. and -3.8 ft. occur
outboard of the proposed structure.
10. ANTICIPATED MACTS: The proposed pier and associated docking area will
generate a footprint impact of approximately 4,897 square feet on the Estuarine Waters
of Queen's Creek. The 5 foot wide pier will create an additional 165 sq. ft. footprint
shadow over the coastal saltmarsh and 270 sq. ft. as the pier crosses the fringe of 404
wetlands. Construction activities on the high ground will render about 199 square feet
of undeveloped land as impervious surface. As previously mentioned, this figure
represents about 10.6% of the total AEC (1,871 sq.ft.). Landward of the CAMA 75
ft. AEC the paved driveway and parking lot will produce 4,680 sq. ft. of developed
area that should have little to no adverse effects on the local estuarine resources.
PREPARED BY: JAMES L. MERCER
DATE: October 31, 1994
Please type or print. Carefully describe all anticipated
development activities, including construction,
excavation, filling, paving, land clearing, and
stormwater control. If the requested information is not
relevant to your project, write N/A (not applicable).
Items 1-4 and 8-9 must be completed for all
projects. _
/a't"? G,?",/`
1 APPLICANT ? f LA-V1
C,-(I-
a. ' Name Wane Ragland
Address 120 Balsam Road
City Jacksonville State NC
Zip 28546 Day Phon 910-347-9036
Landowner or Authorized Agent
b. Project name (if any) Swans Bluff S/D
c. If the applicant is not the landowner, also give the
owner's name and address.
Swans Bluff Inc
PO Box 6055
Wilmington NC 28403
910-763-0071
c. Will the project be for community, private, or
commercial use? Community pier
d. Describe the planned use of the project. Detached
single family residential subdivision.
4 LAND AND WATER
CHARACTERISTICS
Size of entire tract 571 acres
b. Size of individual lot(s) ranges from 1/2 to 2t acres
c. Elevation of tract above mean sea level or National
Geodetic Vertical Datum 0 to 26 msl NGVD
d. Soil type(s) and texture(s) of tract Newhan, Fripp, &
Alpin taxadjuncts on uplands. Duckston and Cart
tax ad units on wet areas. most are deep sands.
e. Vegetation on tract Mixed hardwoods and pines on
most of site, & mostly Juncus marsh along creek margin.
f. Man-made features now on tract Roadway
g. What is the CAM A. Land Use Plan Classification of
the site? (Consult the local land use an )
2 LOCATION OF PROPOSED PROJECT
Conservation -V Transitional
a. Street address or secondary road number Roped Community
NCSR 1551 Other
b. City, town, community, or landmark h. How is the tract zoned by the local government?
Swansboro Not Zoned
c. County Onslow i. Hove are adjacent waters classified? SA NSW
d. Is proposed work within city limits or planning j. Has a professional archaeological survey been
jurisdiction? NO carried out for the tract? NO If so, by whom. WA
e. Name of body of water nearest project
Queen Creek 5 UPLAND DEVELOPMENT
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead, or
pier,) 61 lots for detached single family residences, one
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed Streets, picnic area, parking and pier
b. Number of lots or parcels 61
community pier for 10 boat slips, 38001 linear feet of
proposed street
If you plan to build a marina, also complete and attach
Form DCM-MP-2.
b. Is the proposed activity maintenance of an existing
project, nc«, work, or both? New work.
(verbatim copy of Form DCP-NIP-1, 3191 & DCP-NIP-2, 4'89)
c. Density (Give the number of residential units and
the units per acre.) 61, 1.09 units per acre
d. Size of area to be graded or disturbed 4.3 f acres
(i.e. street oortstrtx lion )
O ?
OC I
?: ?? i1 U
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion & sedimentation control plan at least
30 days before land disturbing activity begins. If
applicable, has a sedimentation and control plan been
submitted to the Division of Land Resources. YES
f. Give the % of the tract within 75' of mean high
water to be covered by impermeable surfaces, such as
pavement, buildings, rooftops. < 25% by covenant
g. List the materials, such as marl, paver stone,
asphalt, or concrete, to be used for paved surfaces.
Street paved with BCSC
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? Yes, concurrent with Sediment Control
i. Describe proposed sewage disposal and/or waste
water treatment facilities. Septic tanks
j. Have these facilities received state or local approval?
Permits Issued by Onslow Co Health dept.
k. Describe existing treatment facilities. None
1. Describe location and type of discharges to waters
of the state (for example, surface runoff, sanitary
wastewater, industrial / commercial effluent, "wash
down"). None, other than the remote possibility of
stormwater runoff during rare high intensity precipitation
events.
m. Water supply source
Individual wells
n. If the project is ocean front development, describe
the steps that will be taken to maintain established public
beach accessways or provide new access. NA
o. If the property is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor. NA
i
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--------_--------..."?
6 EXCAVATION AND FILL INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are covered
in Section 7).
Length Width Depth
Access channel (MLW)
or (NWL)
Boat basin
Other (breakwater, vier,
boat ramp, rock jetty)
Fill placed in wetland
or below MHW
Upland fill areas
NA NA NA

NA NA NA

32T± 51 NA
0 0
NA NA
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material
NA
d. Does the area to be excavated include marshland,
swamps, or other wetlands? NA
e. High ground excavation, in cubic yard NA
Dimension of spoil disposal area
g. Location of spoil disposal area
NA
NA
h. Do you claim title to the disposal area? NA
If not, attach a letter granting permission from the owner
NA
i. Will a disposal area be available for the future
maintenance? NA
If so, where? NA
j. Does the disposal area include any marshland,
swamps, or water areas? NA
k. Will the fill material be placed below mean high
water? NA
Amount of fill in cubic yards
NA
m. Type of fill material NA
n. Source of fill material NA
o. Will fill material be placed in marsh or other
wetlands? NO
(%erbatim copy of Form DO'-IMP- 1, 3'91 & DCPA P-2, 4'89)
p. • Dimensions of the wetland to be filled NA
q. , How will excavated or fill material be kept on site
and erosion controlled? Silt fences, rip rap dams, &
sediment traps for street construction.
r. What type of construction equipment will be used
(for example, draghne, backhoe, or hydraulic dredge)?
NA
s. Will wetlands be crossed in transporting equipment
to the site? NO If yes, explain steps that will be taken to
lessen environmental impacts. NA
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap None
b. Average distance waterward of mean high water or
normal water level NA
c. Shoreline erosion during preceding 12 months, in
feet NA
d. Type of bulkhead material
NA
e. Amount of fill, in cubic yards, to be placed below
mean high water None
Type of fill material NA
8 ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims title to
the affected property. If the applicant is not claiming to
be the owner of said property, then forward a copy of
the deed or other instrument under which the owner
claims tide, plus written permission from the owner to
carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black ink on
an 8 1/2 by l 1 white sheet. (Refer to Coastal Resources
Commission Rule 710203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 24 high
quality copies are provided by applicant. (Contact the US
Army Corps Of Engineers regarding that agency's use of
larger drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to guide
agency personnel unfamiliar with the area to the site.
Include county road (SR) numbers, landmarks, and the
like.
(verbatim copy of Form DCP-MP-1, 3'91 & DCP-'\i1-2, 4'89)
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete address of the
adjacent waterfront (riparian) landowners.
These individuals have 30 days in which to submit
comments on the proposed project to the Division of
Coastal Management and should be advised by the
applicant of the opportunity.
Name: David L & Susan M Dickey
Address: 2310 North Lumina Avenue
Wrightsville Beach NC 28480
Name: Hammocks Beach Corporation
Address: C/O Robinson, Bradshaw & Hinson, PA
1900 Independence Center
101 North Tryon Street
Charlotte NC 28246
Name:
Address:
A list of previous state or federal permits issued
for work on the project tract. Include permit numbers,
permittee, and issuing dates.
(1) NWP #14 (wetland road crossings)
(2) DEM low density option storm water management plan
(3) LOS Sedimentation control permit
(4) NC DOT driveway/street access permit
A check for $250.00 made payable to the Department
of Environment, Health & Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas. (N/A)
A statement on the use of public funds. If the
project involves the expenditure of public funds, attach a
statement documenting compliance with the North
Carolina Environmental Policy Act (N.C.G.S. 113A-1 to
10). (N/A)
71
• ti n r r.......................::i
9 CERTIFICATION AND PERMISSION TO
ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I further 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
project.
This is the-day of , 19 --?641Z
X ?J Gz
Landowner or uthoriz A ent
Limited Agent: B Wayne Ragland
120 Balsam Road
Jacksonville NC 28546-8508
,-.. ...,?
ti F _7 ; TI
VLj
l
r
(verbatim copy of Form DCP-MP-1, _'9I & DCP-.\IP-2, 4189) ti: --• - 5. -.
Form DCM-MP-2
MARINA
DEVELOPMENT
Attach this form to Joint Application for CAMA Major
Permit. Be sure to complete all other sections of the
Joint Application which relate to this proposed project,
including upland areas, even if duplicative. All
shorebased facilities must be included in application and
work plats.
1 MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
Commercial Public J Residential
(i.e. community pier with 10 boat slips)
b. Will the marina be open to the general public? NO
c. If there is residential development associated with
the marina, how many units or lots are planned? 61 lots
d. Check all of the types of service to be provided.
Full service, including travel lift or rail
Dockage, fuel, and marine supplies
V Dockage("wet slips') only
NN-Mier of slips 10
Dry storage
Number of boats
Boat ramps(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin
and/or channel
open water, no dredging required
other (describe)
f. Describe the typical boats to be served (for
example, open runabout, charier boats, sail boats, mixed
types). runabouts & skiffs, mixed sizes
g. Typical boat length 16-22'
h. Maximum boat length 25'
Are any floating buildings planned?
If so, describe
NA
(verbatim copy of Form DCP-MP-1, 3/91 & D(T-NIP-2, 4'89)
NO
2 MARINA OPERATIONS
a. Check each of the following sanitary facilities which
will be included in the proposed project.
Office toilets
Toilets for patrons
Number None
Location NA
Showers
Boat holding tank pumpout
Type and location NA
b. Describe treatment type and location for all sanitary
wastewater. Septic tanks to serve lots only
c. Describe solid waste, fish offal, and trash disposal.
None
d. How will overboard discharge of sewage from
boats be controlled. Posted "NOT ALLOWED"
e. Give the location and number of "No Sewage
Discharge" signs proposed. One at pier entry
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste, and petroleum products.
None, none allowed
g. Where will residue be disposed of? NA
h. Give the number of channel markers and "no Wake"
signs proposed. None proposed
Note: Regulatory signs such as these require additional
approval by the NC Wildlife Resources Commission.
i. Give the location of fuel handling facilities and
describe the safety measures planned to protect area
water quality. None proposed, none allowed
j. Describe design measures that promote boat basin
flushing or circulation and reduce water quality impacts.
Pier to channel in open water
k. What will be marina policy on overnight and live-
aboard dockage? Not allowed
1. Is the proposed marina located near any shellfish
leases? Nearest lease unknown. If so, give the name and
address of the leaseholder. Unknown
m. If this project is an expansion of an existing marina,
what types of services are currently provided? NA
n. How man), slips are now available? None
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CROSSING #3
97LONG
4304± SF
i
32 33
31
60
T59
LOCATION PROPOSED'r? 2 30
COMMUNITY PIER
62
61

WATER ACCESS EASEk1FNT
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APPROa1?1ATE MARSH ABOVE MHWM
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404 WETLANDS
SCALE: V = 300'
UPLANDS

WATERS, & MARSH BELOW MHNNIN1
0 150 300 600
----- 100' N1HWh1 SE TBACK & 50' MARSH SETBACK, NNIMCHEVER 1S GREATER
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SEP I
57
56
55
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-----CROSSING RD
37 CROSSING #2
61' LONG
3114 ± SF
38 ?!:::
39
40
41
42
,NVETLAND RD
44 CROSSING #1
34' LONG
45 1724± SF
46
47
t? 48
4H ROAD
NCSR 1551,60' R/W
SHEET 3 OF 4
z 6" treated pilings
2.0
X
1.8
- 2.0 ?
X
\ ??\ 15'-i
\ typ
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\ \ 2.7 aC
NOTE 1~1 v ti v'ded b P t Phi11' 12LS
15-- -- Riparian
access line
0
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,
e a on surrey pro y a e cps W3.
elevation data shown is depth of water on 4/1219=1, water r MHW
elevation on that date was -0.50' msl NGVD I r .
benches ,
\ 8'
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\ 2.0 \\ 2.9X \ -X3.5
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SWANS BLUFF S/D 2.3X
WATER DEPTH CONTOURS
1.s WITH FINGER PIER & BOAT DOCKING LAYOUT t
SCALE: 1" = 20'
\ 1 _---?C 2.0
\ 1.6 2.0 _------
694 ; a
0
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..................................................................................327.3.. f...... ....................................................................
4.5 ................ ? ..........................
3 . ................. ................................................................ ..2*8 DECKIN ................................... f...........................
.1.5 ........
.............................. .
O.ONGVD --- - - - - -----------
......................... .
..... .....
-1.5 ............................
PILES 8 O'C.
.............. .................................
TYP
-2.5 .............................................. .........................
-3.5 .....................................................................................................................
-4.5 ....................................................................................................................................... - IL-,
...........
.....................................................................................................................................................................................
SCHEMATIC PROFILE : SWANS BLUFF COMMUNITY PIER
SCALE : I" = 60' HORIZONTAL
1" = 6' VERTICAL
2*8 ST
6"-8" ]
TYPICAL PIER SECTION DETAIL
NOT TO SCALE
rl
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2*8 DECKING
2*8 CROSS BRACES SWANS BLUFF S/D
PIER DETAILS
SCALE AS SHOWN
9?aJ?e .1??9lo.d
9zlo-9-z
,'o .oeooo a
V. *19 60
sot
SHEET 4 OF 4 000 P!s
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TYPICAL PIER PROFILE DETAIL
NOT TO SCALE
COMMUNITY LOT
;
treated piling ;
;
2.0 ?15'I
yp
t
--? 75' ES AEC
Gazebo
Start Board Walk At
Existing Ground Grade
approximate mh%%,m
along property line
QUEEN CREEK
SHORELINE DETAIL
SCALE: 1 "=30'
QUEEN CREEK
NOTE: Elevation survey provided by Pate
Phillips RLS, elevation data shown is depth
of water on 4/12/94, water elevation on that
date was -0.50' msl NGVD
6 20 va '5' Wide Washed
SWANS BLUFF S/D
WATER DEPTH CONTOURS
WITH FINGER PIER & BOAT
DOCKING LAYOUT
SCALE: 1" = 30'
0 15 30 60
SHEET 3 OF 4
1
9rw- SGyr?.,d
River Gravel Walk
4H Camp Mitchell
5' Board Walk
TBM EIP top
= 2.7' NGVD
??- - Spartina alterniflora
71" A. marsh CW AEC
i
0.0
X--
---------X
a
0.0

;
;
1.8
Edge Of Pier Along
15' Riparian Setback
b o Access Line
5' 25' _
` tali a 1
Xfo
o
2. 3
- x2 2
2.5 c ?.wsru....w?r*rr.*re...
O
finger piers
o
? 2.7 x X 23 327' to
-- - MHWM
benches ' r
2. X ? 0' ---?; 3.5
x - - 3.7
2.4 x. Approximate Center Line
% I ?`? Channel Alinement
3.0
NOTE: 75' ES AEC total area is 1871 SF River Gravel Walk
_4H Camp Mitchell
and contains 93.5 SF built upon (i.e. =5.0%K l I I
75' ES AE(
Section 404 wetlands - - -' - - -. -
Gazebo
TBM EIP TOP
LOT 2 LOT 1 = 2.7' NGVD
Spartina alterniflora
LOT 3 marsh CW AEC
y. 50typ.7 :..
40. 01
x--------- --- ----x
0.0 0.0
SANS BLUFF S/D - ~- ` - x
x 1.?
proximate mhwm 1.3 x '
along property line 1.3 ;
5' wood pier t)p
x 1.4? (correction 9/27/94)
1.5 x . ,
15', edge of 1.5
pier along Camp ,
--QUEEN CREEK Mitchell riparian ? x
access setback line 1.4
x w
1.4 x
1.4 '
NOTE: Spot elevations by Pate Phillips & Associates.
Elevations are water depths from water surface at -0.5'
mean sea level (1929 NGVD) on April 12, 1994. x-
X- _ 1.s 1
1.5 ,
1 ,
Boat Dock Area 1.811
-XI
CAMA APPLICATION 2 u>?- - - - ` -
'- , 11
EXHIBIT MAP ADDENDUM #1 26
REVISION #1 \ X .
WATER DEPTH CONTOURS, 2. Center Unc
CAMA AEC & PIER ALINEMENT x 2.s _ Channel
Alin •ment
SCALE: 1 "=50' 7 7
3.5
0 25 50 100 r I ,. i . _. \ 2 ( ?\ 2.
9/4- sf-94--d x t 1 1 \ \ ' , -x 3.7
1.3 \ x-
( 2
Si'.. 9.2'7 qa F >d'>B 44 `' ' I ll 1\ \? / 3 0
ac'
18' Hide paved drive
7 paved parking spaces
CO:NIMUNITY LOT
NOTE: 75' ES AEC total area is 1871 SF
and contains 93.5 SF built upon (i.e. X5.0%)
Lot 62
_4H Camp _
Mitchell
Picnic Tables
Gazebo
N \' I& Washcd
River Gravel V1'alk
75' ES AEC
/
Section 404 wetlands - _ - 4H Camp
Mitchell
Gazebo
LOT 2 LOT 1
LOT 3 ,TBM EIP top- - 2.7' NGVD
Spartina alterniflora
marsh CW AEC
0.0
I

SWANS BLUFF S/D X!
x _ - - - ; 1
2
approximate mh%%,m - .
1'3 1.3 ; 5' N%,ood pier typ
along property line x 14 (correction 9/27/94)
1.5 1.5 ;
.
X
X x 1.?t N
J
1.4 1.4
-
15', edge of pier along
-QUEEN CREEK- - - -"- 1'5 --
5
1 -Camp Mitchell riparian
.
1.5 access setback line
1.8
2V 2 0-
Va6?S B
1 oat Dock Area

CAMA APPLICATION 2
1.8 ? \
f7
Approximate
EXHIBIT MAP ADDENDUM #2 \
x 211)
1 -A Center Line
OVERALL LAYOUT 1.3
` L\x3.7
, 2'.3t Channel
Alinement
COMMUNITY LOT AND PIER x'1.4 1? 3
0"

SCALE: I"=100' .
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Swans Bluff Inc. / Patten Carolina Land Inc.
2. LOCATION OF PROJECT SITE: off Hwy. 24 and SR #1551, southwest of Swansboro, below the
SR #1509 Bridge over Queen's Creek adjacent to the 4-H Camp Mitchell in Onslow County.
Photo Index - 1989: Strip #154, Frame #31, @ H-12
State Plane Coordinates - X: 2660100 Y: 361200
USGS 7.5 min. Topographic Quadrangle "Hubert" Photo-revised 1983.
3. INVESTIGATION TYPE: CAMA (ONLY)
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 10/06/94
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - 09/15/94 Incomplete
Office - Morehead City 10/27/94 Completed
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County LUP Up-Dated (Nov. 1992)
Land Classification From LUP - Transition / Conservation
;B) AEC(s) Involved: Estuarine Waters, Coastal Wetlands, Estuarine Shoreline
(C) Water Dependent: YES
(D) Intended Use: Housing Development
(E) Wastewater Treatment: Existing - NONE
Planned - Individual Septic Systems
IF) Type of Structures: Existing - Paved Roads (3,800 In. ft.)
- 61 Single Family Residential Lots
Planned - Community Pier with 10 Boat Slips
(G) Estimated Annual Rate of Erosion: NONE
Source - Marsh Fringe
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED nTUFR
(A) Vegetated Wetlands:
Saltmarsh Fringe / Pier footprint
165 sq. ft.
(B) Non-Vegetated Wetlands: 652 sq. ft.
Open Water / Pier (Leg+Basin) 4,245 sq. ft.
(C) Other: Highground / access walk 105 sq. ft.
Highground / Paved Parking 4,680 sq. ft.
IL_ 404 Wetlands / Pier 270 sq. ft.
(D) Total Area Disturbed: Approximately 0.3 acres Community Access Area
(E) Primary Nursery Area: YES (Hall's Creek)
(F) Water Classification: 'SA' Open: Open
FIELD INVESTIGATION REPORT:
PATTEN CAROLINA LAND, INC., ONSLOW COUNTY
PAGE #2
8. PROTECT SUMMARY: The applicant proposes to construct a community pier with
10 boat slips to be located on a water access easement next to Lot #1 in Swans Bluff
Subdivision.
9. NARRATIVE DESCRIPTION: The land owner and applicant is Swans Bluff Inc. /
Patten Carolina Land Inc. The CAMA application has been submitted by their agent
and environmental consultant, Mr. Wayne Ragland. Development of Swans Bluff
Subdivision has been underway for the pass several months. Although most all of the
lots have sold, construction of individual houses has not started. Until now, all
construction activities have been limited to work within the 50 ft. roadway alignment
all of which has occurred well landward of the Estuarine Shoreline Areas of
Environmental Concern. As the project plan show on sheet 2 of 4, three areas of 404
Wetlands were crossed in the construction of the roadway within the subdivision. The
applicant has provided the following calculations to the Corps of Engineers.
Authorization has been confirmed under the Nationwide Permit No. 14 for Minor Road
Crossings: site #1, 34 ft.long = 1724 sq.ft., site #2, 61 ft. long = 3114 sq.ft., and
site #3,97 ft. long = 4304 sq.ft.
Today, the applicant proposes to develop a community access facility on a 0.35 acre
tract of land located on Queen's Creek next to Lot #1 and adjacent to the 4-H Camp
Mitchell. The proposal calls for the construction of a 327 foot pier with 10 boat slips
and a paved parking for 7 cars on the highground landward of the CAMA AEC. Other
components of the access facility plan includes construction of a 5 foot wide gravel
walkway connecting the parking area with the pier and two (2) roof covered platforms
or gazebos situated at either end of the walkway.
Within the Estuarine Shoreline AEC, the 5 foot wide gravel walkway will account for
approximately 105 sq. ft. of contact area and the roof covered gazebo will occupy
another 94 sq.ft. impervious surface. Construction within the AEC will generate an
estimated 199 square feet of impervious surface; that is, approximately 10.6% of the
total AEC that equals 1,871 sq. ft.
The proposed 327 ft. pier begins on the landward side the saltmarsh fringe. The marsh
measures about 25 to 35 feet wide and is dominated by saltmarsh cordgrass and black
needle rush. The 5 foot wide pier will create a footprint shadow of about 175 square
feet on the coastal wetlands AEC.
The open water section of the pier will measure approximately 126 feet long and
includes a T-Head platform and a designated boat slip/basin that will measure 76 feet
long by 56 feet wide. The T-Head platform will measure 8 ft. wide by 30 ft. long and
each of the 8 finger piers will measure 2 to 3 ft. wide by 15 ft. long. The 10 slip
basin will impose a footprint of 4,256 square feet on the Estuarine Waters AEC of
FIELD INVESTIGATION REPORT:
PATTEN CAROLINA LAND, INC., ONSLOW COUNTY
PAGE #3
Queen's Creek. As the workplat drawings show (sheet 3 of 4), the associated finger
piers and tie-off pilings will overlap the 15 ft. sideline set requirement as well as the
extended property lines of the adjacent riparian land owners. On the south east side of
the pier, the 6 tie-off pilings are shown to extend 10 feet beyond the property line to
an area that is considered the riparian corridor assigned to the 4-H Camp Mitchell
property.
Water depth information provided with the application drawings show that the average
depths in and around the boat docking area range from -2.0 ft. to -3.5 ft. on mean low
water. The outer limits of the pier will terminate in waters that measure -3.5 ft.
relative to the mean low water level. The T-Head platform will parallel those water
depths. The same workplats indicate deeper waters of -3.7 ft. and -3.8 ft. occur
outboard of the proposed structure.
10. ANTICIPATED IMPACTS: The proposed pier and associated docking area will
generate a footprint impact of approximately 4,897 square feet on the Estuarine Waters
of Queen's Creek. The 5 foot wide pier will create an additional 165 sq. ft. footprint
shadow over the coastal saltmarsh and 270 sq. ft. as the pier crosses the fringe of 404
wetlands. Construction activities on the high ground will render about 199 square feet
of undeveloped land as impervious surface. As previously mentioned, this figure
represents about 10.6% of the total AEC (1,871 sq.ft.). Landward of the CAMA 75
ft. AEC the paved driveway and parking lot will produce 4,680 sq. ft. of developed
area that should have little to no adverse effects on the local estuarine resources.
PREPARED BY: JAMES L. MERCER
DATE: October 31, 1994
Please type or print. Carefully describe all anticipated
development activities, including construction,
excavation, filling, paving, land clearing, and
stormwater control. If the requested information is not
relevant to your project, write N/A (not applicable).
Items 1-4 and 8-9 must be completed for all
projects.
1 APPLICANT
r. ' NameWade Ragland
Address 120 Balsam Road
City Jacksonville State NC
Zip 28546 Day Phon 910-347-9036
Landowner or Authorized Agent
b. Project name (if any) Swans Bluff S/D
c. If the applicant is not the landowner, also give the
owner's name and address.
Swans Bluff Inc
PO Box 6055
Wilmington NC 28403
910-763-0071
2 LOCATION OF PROPOSED PROJECT
a. Street address or secondary road number
NCSR 1551
b. City, town, community, or landmark
Swansboro
c. Will the project be for community, private, or
commercial use? Community pier
d. Describe the planned use of the project. Detached
single family residential subdivision.
4 LAND AND WATER
CHARACTERISTICS
Size of entire tract 571 acres
b. Size of individual lot(s) ranges from 1/2 to 2t acres
c. Elevation of tract above mean sea level or National
Geodetic Vertical Datum 0 to 26 msl NGVD
d. Soil type(s) and texture(s) of tract Newhan, Fripp, &
Alpin taxadjuncts on uplands. Duckston and Carteret
taxad units on wet areas. Most are deep sands.
e. Vegetation on tract Mixed hardwoods and pines on
most of site, & mostly juncus marsh along creek margin.
Man-made features now on tract Roadway
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation V Transitional
Developed Community
Rural Other
h. How is the tract zoned by the local government?
Not Zoned
C. County Onslow i
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Queen Creek
How are adjacent waters classified? SA NSW
j. Has a professional archaeological survey been
carried out for the tract? NO If so, by whom. N/A
5 UPLAND DEVELOPMENT
3 DESCRIPTION AND PLANNED USE Complete this section if the project includes any land
OF PROPOSED PROJECT development.
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead, or
pier,) 61 lots for detached single family residences, one
a. Type and number of buildings, facilities, or
structures proposed Streets, picnic area, parking and pier
b. Number of lots or parcels 61
community pier for 10 boat slips, 38001 linear feet of
proposed street
If you plan to build a marina, also complete and attach
Form DCM-MP-2.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work.
(verbatim copy of Form DCP-MP-1, 3/91 & DCP-MP-2, 4/89)
c. Density (Give the number of residential units and
the units per acre.) 61, 1.09 units per acre
d. Size of area to be graded or disturbed 4.3:t acres
(i.e. street construction)
CT i994 i,
(( ? 1

e. - If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion & sedimentation control plan at least
30 days before land disturbing activity begins. If
applicable, has a sedimentation and control plan been
submitted to the Division of Land Resources. YES
f. Give the % of the tract within 75' of mean high
water to be covered by impermeable surfaces, such as
pavement, buildings, rooftops. < 25% by covenant
g. List the materials, such as marl, paver stone,
asphalt, or concrete, to be used for paved surfaces.
Street paved with BCSC
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? Yes, concurrent with Sediment Control
i. Describe proposed sewage disposal and/or waste
water treatment facilities. Septic tanks
j. Have these facilities received state or local approval?
Permits Issued by Onslow Co Health dept.
k. Describe existing treatment facilities. None
1. Describe location and type of discharges to waters
of the state (for example, surface runoff, sanitary
wastewater, industrial / commercial effluent, "wash
down"). None, other than the remote possibility of
stormwater runoff during rare high intensity precipitation
events.
m. Water supply source Individual wells
n. If the project is ocean front development, describe
the steps that will be taken to maintain established public
beach accessways or provide new access. NA
o. If the property is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor. NA

6 EXCAVATION AND FILL INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are covered
in Section 7).
Length Width Depth
Access channel (MLW)
or (NWL)
Boat basin
Other (breakwater, pier,
boat ramp, rock jetty)
Fill placed in wetland
or below MHW
Upland fill areas
NA NA NA

NA NA NA

32r± 51 NA
0 0
NA NA
b. Amount of material to be excavated from below
water level in cubic yards None
Type of material NA
d. Does the area to be excavated include marshland,
swamps, or other wetlands? NA
e. High ground excavation, in cubic yard NA
Dimension of spoil disposal area NA
g. Location of spoil disposal area NA
h. Do you claim title to the disposal area? NA
If not, attach a letter granting permission from the owner.
NA
i. Will a disposal area be available for the future
maintenance? NA
If so, where? NA
j. Does the disposal area include any marshland,
swamps, or water areas? NA
k. Will the fill material be placed below mean high
water? NA
Amount of fill in cubic yards
NA
m. Type of fill material NA
n. Source of fill material NA
o. Will fill material be placed in marsh or other
wetlands? NO
(verbatim copy of Form DCP-M11-1, 3/91 & D(P-MP-2, 4/89) 2
p. . Dimensions of the wetland to be filled NA
q . How will excavated or fill material be kept on site
and erosion controlled? Silt fences, rip rap dams, &
sediment traps for street construction.
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic dredge)?
NA
s. Will wetlands be crossed in transporting equipment
to the site? NO If yes, explain steps that will be taken to
lessen environmental impacts. NA
7 SHORELINE STABILIZATION
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete address of the
adjacent waterfront (riparian) landowners.
These individuals have 30 days in which to submit
comments on the proposed project to the Division Of
Coastal Management and should be advised by the
applicant of the opportunity.
Name: David L & Susan M Dickey
Address: 2310 North Lumina Avenue
Wrightsville Beach NC 28480
a. Length of bulkhead or riprap None
b. Average distance waterward of mean high water or
normal water level NA
c. Shoreline erosion during preceding 12 months, in
feet NA
Name: Hammocks Beach Corporation
Address: C/O Robinson. Bradshaw & Hinson. PA
1900 Independence Center
101 North Tryon Street
Charlotte NC 28246
d. Type of bulkhead material NA
Name: _
Address:
e. Amount of fill, in cubic yards, to be placed below
mean high water None
Type of fill material NA
8 ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims title to
the affected property. If the applicant is not claiming to
be the owner of said property, then forward a copy of
the deed or other instrument under which the owner
claims title, plus written permission from the owner to
carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black ink on
an 8 1/2 by 11 white sheet. (Refer to Coastal Resources
Commission Rule 710203 for a detailed description.)
A list of previous state or federal permits issued
for work on the project tract. Include permit numbers,
permittee, and issuing dates.
(1) NWP #14 (wetland road crossings)
(2) DEM low density option storm water management plan
(3) LOS Sedimentation control permit
(4) NC DOT driveway/street access permit
A check for $250.00 made payable to the Department
of Environment, Health & Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas. (N/A)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 24 high
quality copies are provided by applicant. (Contact the US
Army Corps Of Engineers regarding that agency's use of
larger drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to guide
agency personnel unfamiliar with the area to the site.
Include county road (SR) numbers, landmarks, and the
like.
(verbatim copy of Form DCP-MP-1, 3/91 & DCP-MP-2, 4/89)
A statement on the use of public funds. If the
project involves the expenditure of public funds, attach a
statement documenting compliance with the North
Carolina Environmental Policy Act (N.C.G.S. 113A-1 to
10). (N/A)
77 aarsYr?e'?n V ...........
w ... _... v... g+,7d
9 CERTIFICATION AND PERMISSION TO
ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I further 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
project.
This is the_____7__day of , 19
x 1
1
Landowner or Authorize A ent
Limited Agent: B Wavne Ra land
120 Balsam Road
Jacksonville NC 28546-8508
(verbatim copy of Form DCP-MP-1, 3/91 & DCP-MP-2, 4/89)
f2 ? I
4
Form DCM-MP-2
MARINA
DEVELOPMENT
Attach this form to Joint Application for CAMA Major
Permit. Be sure to complete all other sections of the
Joint Application which relate to this proposed project,
including upland areas, even if duplicative. All
shorebased facilities must be included in application and
work plats.
1 MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
Commercial Public V Residential
(i.e. community pier with 10 boat slips)
b. Will the marina be open to the general public? NO
C. If there is residential development associated with
the marina, how many units or lots are planned? 61 lots
d. Check all of the types of service to be provided.
Full service, including travel lift or rail
Dockage, fuel, and marine supplies
Dockage("wet slips') only
Number of slips 10
Dry storage
Number of boats
Boat ramps(s)
Other (describe)
Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin
and/or channel
%T open water, no dredging required
other (describe)
f. Describe the typical boats to be served (for
example, open runabout, charter boats, sail boats, mixed
types). runabouts & skiffs, mixed sizes
g. Typical boat length
16-22'
h. Maximum boat length 25'
2 MARINA OPERATIONS
a. Check each of the following sanitary facilities which
will be included in the proposed project.
Office toilets
Toilets for patrons
Number None
Location NA
Showers
Boat holding tank pumpout
Type and location NA
b. Describe treatment type and location for all sanitary
wastewater. Septic tanks to serve lots only
c. Describe solid waste, fish offal, and trash disposal.
None
d. How will overboard discharge of sewage from
boats be controlled. Posted "NOT ALLOWED"
e. Give the location and number of "No Sewage
Discharge" signs proposed. One at pier entry
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste, and petroleum products.
None, none allowed
g. Where will residue be disposed of`? NA
h. Give the number of channel markers and "no Wake"
signs proposed. None proposed
Note: Regulatory signs such as these require additional
approval by the NC Wildlife Resources Commission.
i. Give the location of fuel handling facilities and
describe the safety measures planned to protect area
water quality. None proposed, none allowed
j. Describe design measures that promote boat basin
flushing or circulation and reduce water quality impacts.
Pier to channel in open water
k. What will be marina policy on overnight and live-
aboard dockage? Not allowed
1. Is the proposed marina located near any shellfish
leases? Nearest lease unknown. If so, give the name and
address of the leaseholder. Unknown
M. If this project is an expansion of an existing marina,
what types of services are currently provided? NA
How many slips are now available? None
Are any floating buildings planned? NO n
If so, describe NA
(verbatim copy of Form DCP-MP-1, 3/91 & DC-P-MP-2, 4/89)
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NJ Uicinity D Location Map,
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CRMR RPPLICRTI? `138
ON
o 0 ID 40'
Community Pier to Dock 10 Boat [
To Serve Swans Bluff S/D h 5
?. f,•
Onslow County, NC
3 / 2 3 / 94 i JJ `
SCRLE: 1 " - 2000'
f Reference: USGS Hubert Quadrangle, 7.5 Minute Series J
o 3837
ti
7
`'ePiers ° ?e%a o
'1?` .?\ Tr?i1l8
ALL
W I, fl-" A' N -,,D* " R -E,
CROSSING #3
97' LONG
4304± SF
32 \ 33 34
30
31
60Q -
59
59
57
56
55
-54
53
52
Y:
35
4H ROAD
NCSR 1551,60'R/W
36 1
WETLAND RD
37
CROSSING #2
61' LONG
3114 ± SF
38
39
40
4
42
42
43
43
WETLAND RD
44
44
CROSSING #1
34' LONG
45
4
1724± SF
46
47
49
48
4H ROAD
NCSR 1551,60'R/W

COMMUNITY LOT -
treated piling
X
2.0? 15,
\ typ
NOTE: 75' ES AEC total _ -?- - 75' ES AEC
area is 1871 SF and contains Gazebo
93.5 SF built upon (i.e. X5.0%) - -
? Start Board Walk At
Existing Ground Grade
4H Camp Mitchell
Section 404 wetlands
_ 5' Board Walk
QUEEN CREEK
NOTE: Elevation survey provided by Pate
Phillips RLS, elevation data shown is depth
of water on 4/12/94, water elevation on that
date was -0.50' msl NGVD
SWANS BLUFF S/D
WATER DEPTH CONTOURS
WITH FINGER PIER & BOAT
DOCKING LAYOUT
SCALE: V = 30'
0 15 30 60
SHEET 3 OF 4
i
SMayise ,?oyloisr/ ?
5' Wide Washed
River Gravel Walk
1 Edge Of Pier Along
15' Riparian Setback
s o Access Line
S 251
Y, typ, b

X?? 12' tYP
\

2
) ? 2
2
2.5>4 . .
1udwrn?.?...rrrrr?rrw??r.
0
\ o ,
finger piers
°
?\ 2.7 x 2.7 327' to
\ MHWM
` benches ' y
3.5 _
X2.0 2.9x 30, -???`x3..5
x - - - 3
7
.
2.4 x\ Approximate Center Line
? Channel Alinement
1.8 ? 3.0
..... i ...........................................................327.3'--± ......................................................................................
4.5 ................
..........................
.3 . ................. ................................................................ 2*8 DECKING,--X I
I ..........................
...........................
•1.5....... .........................
r
............... . ............... .........
........................................ ................
0.0 NGVD---- - - .. -. .-.
- - -------------
...... .......... ............................. ...... .. T. ....... .
.
.................. .... .
... ,.... PILES C
-1.5 ................................. 8 O
.............
TYP
-2.5 .............................................. .................................................. ..........................
-3.5 .................................................................................................................... ...................
-4.5 ........................................................................................................................................ .. ...............
.....................................................................................................................................................................................
SCHEMATIC PROFILE : SWANS BLUFF COMMUNITY PIER
SCALE : i" = 60' HORIZONTAL
1" = 6'V ERTICAL
2*8
6"-F
TYPICAL PIER SECTION DETAIL
NOT TO SCALE

-----------------
2*8 DECKING
2*8 CROSS BRACES SWANS BLUFF S/D
PIER DETAILS
SCALE AS SHOWN
9yW"e .
9ZIO- 94
_..oe3?ie0oooo?1 ?
V! g 60
0
SHEET 4 OF 4 v OR* P
TYPICAL PIER PROFILE DETAIL.
NOT TO SCALE
NOTE: 75' ES AEC total area is 1871 SF River Gravel Wal
and contains 93.5 SF built upon (i.e. z5.0%),
Section 404 wetlands
LOT 3
LOT 2
VANS BLUFF S/D
)proximate mhwm
ong property line
--I____
-41-1 Camp Mitchell
I
75ES
Gazebo
TBM EIP TOP
LOT 1 I / - 27 NGVD
Spartina a] terniflora
marsh CW AEC

5.01 tvp--? A-
0.0t
j - -
0.0 ; 0.0
'

X I
,
I
-XI
1.
1.3 X I
I
1.3
1 '
5' wood pier typ
X 1.4' (correction 9/27/94)
1.5 X
1.5
I
'
I
I
'
I

X
I
1.4
'
X
1
4
X w
. 1.4 ' J
I ?
,

1.5 i '
1.5 I '
z 15', edge of
pier along Camp
QUEEN CREEK Mitchell riparian
access setback line
NOTE: Spot elevations by Pate Phillips & Associates.
Elevations arc water depths from water surface at :z.? -05
mean sea level (1929 NGVD) on April 12, 1.994.
Boat Dock Area 1.8

CAMA APPLICATION ? I

EXHIBIT MAP ADDENDUM #1 2 0

REVISION #1 _2.6

'
'
WATER DEPTH CONTOURS Approximate
,
CAMA AEC & PIER ALINEMENT
2
5 2 2. Center Line
X . Channel
SCALE: 1 "=50' 1.8 \
\\ 7 ; Alin ment
\ 7

0 25 50

1 .- ? ? \
2. \
2.
? 3.
3.5
9l'ay.,A .rtayre?r I \
I \ \
X X-3.7....-
9/>L4?r I
1.3 ' \
\ 38
5&, 4-27i44 Y. >l.Yifil4 2.
I
.ff v` ^la? 1d o? l Y
q?
aO?
18' wide paved drive
7 paved panting spaces -- -
Lot 62
COMMUNITY LO'
- -- - -
NOTE: 75' ES AEC total area is 1871 SF
and contains 93.5 SF built upon (i.e. ;:5.0%)
Section 404 wetlands
,
,

LOT 2 LOT I

LOT 3

% 0-0 '
SWANS BLUFF S/D X -

approximate mhwm
1.3
"
1.3 ' T.2
along property line
X T
-
1.5 x 1 4
1.5

X
x X
1.1
1.4 1.
4
- QUEEN CREEK

1
1.5 t.5

18
4H Camp
Mitchell
I
-- Picric Tables
-- Gazebo
s' Wide Washed
River Gravel Wall:
75' ES AEC
4H Camp
Mitchell -
Gazebo
I
'BM EIP top=27 NGVD
Spartina alterniflora
x marsh CW AEC
0.0
_ _ 5' wood pier typ
(correction 9/27/94)
w
15', edge of pier along
Camp Mitchell riparian
access setback line
2'li 2.0- 1
Boat Dock Area
.2
CAMA APPLICATION 1.8 `2. \\ 17 .7 Approximate
EXHIBIT MAP ADDENDUM #2 x 1 2?) \2. 3._ _ Center Line
Channel
OVERALL LAYOUT 1.3 i 2- "-3.8 , 3.7 Ali
nement
COMMUNITY LOT AND PIER x? 1"43 3 0 -x2.2
SCALE: I"=100' 1.3 2'.3
0 so loo
r . 1.6 2.0 o
k.3 ?.5. 1.4 11Q.5
35 1,0 , ,p7

1
o
8'0
IL-00 0.10 15. 0
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