HomeMy WebLinkAbout20061002 Ver 1_CAMA Permit Application_20060621~: ~
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NCDENR a-~a ~~~
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
EXPR)i~~1~RMIT
June 19, 2006 ~~ ®~~~~j~
D
MEMORANDUM: ,JUi~ y, g 2006
TO: Cyndi Karoly, Supervisor n~r~~ -~la;r~RCU~t~Tv
401 Oversight and Express Permits Unit ~'~a~s~~~~STOS~`'~`~TERa~~CN
Division of Water Quality-Surface Water Protection
FROM: Jason Dail ~
Express Permits Coordinator JUN ,~ 2006
SUBJECT: CAMA Permit Application Review ~;~,~,~_ ~;~~ •~~.urv
vtiE11.~~s~SF` STC~~I~~a'.~ BR;uICN
i Applicant: Laguna Bay, LLC for Laguna Bay Subdivision
Project Location: Off of Washington Street, adjacent to New River, in Jacksonville, Onslow
County.
Proposed Project: The applicant is proposing the construction of a 17-lot subdivision, including
a pedestrian boardwalk, 4-slip community docking facility, retaining wall,
'` riprap, driveways and utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 11, 2006. If you have any questions regarding the proposed project, please
contact Jason Dail at (910) 796-7215, 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 DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: 910-796-7215\Fax: 910-395-3964 \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Laguna Bay, LLC for Laguna Bay Subdivision
~~~~~~~~
2. LOCATION OF PROJECT SITE: Located off of Washington Street, adjacent to New River, in
Jacksonville, Onslow County.
Photo Index - 2000: Not available 1995:Not available 1989: Not available
State Plane Coordinates - X: 2468745 Y: 365858 GPS File: V-060710A
3~. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/07!06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -completed - 6/16/06
Office -Wilmington .
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Jacksonville
Land Classification From LUP -Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial/Residential
(E) Wastewater Treatment: Existing -None Planned -Municipal
(F) Type of Structures: Existing -Subsurface utilities
Planned - 17 lot subdivision including driveways, utilities, retaining wall, rip-rap, boardwalk, pier,.
platform and boatlifts
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA)
DREDGED FILLED OTHER
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands 1,485 sq. ft.
(open water) incorporated
(C) Other 362,419 sq. ft.
High ground (8.32 acres)
graded
(D) Total Area Disturbed: 363,904 sq ft (8.35 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant is proposing the construction of a 17-lot subdivision, including a
pedestrian boardwalk, 4-slip community docking facility, retaining wall, rip-rap, driveways and utilities.
Laguna Bay, LLC
Page Two
9. PROJECT DESCRIPTION:
The proposed Laguna Bay Subdivision is located off Washington Street, adjacent to the New River, in
Jacksonville, Onslow County. To get to the proposed subdivision from Wilmington, head north on US
Hwy 17 to Jacksonville. Turn right onto Broadhurst Road and continue approximately one mile. Turn left
onto Washington Street and the property will be located on the left hand side of the road.
The subject property is currently undeveloped, however the property has been graded and most of the
understory vegetation has been mowed/cleared. Elevation at the tract averages from 2' to 12' above MSL.
The property consists of approximately 9.21 acres. The highground portion of the tract has vegetation that
consists of Live Oak (Quercus virginiana), Long-leaf Pine (Pinus palustris), Hickory (Carya sp.) and
Maple (Ater rubrum). Wax Myrtle (Myrica cerifera), Yaupon (Ilex vomitoria) and Grounsel-bush
(Baccharus halimifolia) complete the transition to the upper limits of the "404 type" wetlands. Coastal
Wetlands species such as Cattail (Typha spp) and Sawgrass (Cladium jamaicense) exists along the
northern and eastern shoreline. The coastal and "404 type" wetlands have been delineated, and in several
locations they are indicated as a "joint" line on the survey map.
The waters of the New River, adjacent to the proposed project area, are classified as "SC" by the Division
of Water Quality. This section of New River is designated as a Primary Nursery Area by the Division of
Marine Fisheries. According to maps provided by Shellfish Sanitation, the area is CLOSED to the
harvesting of shellfish.
A 45' utility and access easement runs along the center line of the proposed Laguna bay Drive and
continues through the peninsula (labeled as Lot 18 on the workplan drawings). The City of Jacksonville
has historically used and maintained this easement for sanitary water and sewer. Utilities in this area are
currently serving residents along the southern portions of Jacksonville.
PROPOSED PROJECT: The applicant is proposing to construct of a 17-lot subdivision to include: a
pedestrian boardwalk, 4-slip community docking facility, bulkhead, rip-rap, driveways and utilities. As
proposed, development would include the installation of a driveway/access road that would begin at the
entrance of the property, along Washington Street. The driveway (Laguna Bay Drive) would continue east
and bear south at the turn around cul-de-sac, ultimately terminating in another cul-de-sac located between
Lot 12 and Lot 13. The applicant has indicated that the future property/lot owners would be applying for
individual CAMA Minor Permits to construct the privately owned driveways and residential structures
associated with the subdivision.
In addition to the upland development, the applicant is proposing to construct a retaining wall, boardwalk
and community pier for the residents of the subdivision. Additionally, the applicant is proposing to install a
narrow section of rip-rap between Lot 5 and Lot 18. The retaining wall, as proposed, would be located on
the high ground portion of the property landward of the Section "404" Wetlands line. The retaining wall
would run parallel to the shoreline, just landward of the Section 404 Wetland line, and would be
approximately 1,350 feet in length. The retaining wall would only be installed from the northeast corner of
Lot 5 to the southeast corner of Lot 12. Because the City of Jacksonville maintains an easement through a
portion of Lot 18, the applicant has proposed to install a 10' x 60' section of rip-rap, instead of a retaining
wall. The rip-rap would also be located landward of the Section "404" Wetlands line. The lots bordering
New River on the northern side of the property exhibit a relatively high elevation and do not require
shoreline protection.
Laguna Bay, LLC
Page Three
The proposed community pier (which would provide dockage for up to four vessels) would be located on
Lot 18, between Lots 5 and 6. Access to the pier would be provided by a 6' wide by 430' long wooden
walkway that would extend east from the cul-de-sac, towards the New River. The pier (6' x 70') would
begin at the terminal end of the walkway span in a northerly direction, into the New River. A12' x 60' T-
head would be located at the terminal end of the pier. The platform would provide access to the five (3' x
25') elevated and fixed finger piers. Four, 12' x 13' boat-lifts would be installed between each of the
finger piers. Water depths in the vicinity of the proposed boat-lifts range from -8.0' to -10.0' relative to
Mean Low Water.
10. ANTICIPATED IMPACTS
The construction of the proposed access road, and grading of the property, would result in the disturbance
of approximately 362,419 sq ft (8.32 acres) of high ground. The proposed pier and docking facility would
incorporate approximately 1,485 sq ft of estuarine waters and public trust area. The area of disturbance
resulting from the construction of the retaining wall and rip-rap would be incorporated as part of the
subdivision preparation area. These two areas overlap, and as such, no calculations were included for
retaining wall/rip-rap disturbance. Total impervious surface coverage within the 75' Estuarine Shoreline
AEC would be 0.0%. The applicant has applied for a State Stormwater Permit with the Division of Water
Quality (Permit No.SW8060344), however a permit has not yet been issued.
Submitted by: Jason Dail Date: June 16, 2006 Office: Wilmington
_ ~43•d
Form DCM-MP-1 D .LLd ~ ,~ ,~
I
• LIC ATIC) ~~" ° 5 z°°6
APP
(To be completed by all applicants)
COASTAL IMAONAGEMENT
~Oa61002
b. City, town, community or landmark
~~rkcnn~iille
1. APPLICANT
c. Street address or secondary road number
Washington St.
a. Landowner:
Laguna Bay, LLC Go Randy Schilsky d. IS proposed work within City limits of planning
Name jurisdiction? ~_ Yes No
Address
P.O. Box 86
e. Name of body of water nearest project (e.g. river,
creels, sound, bay) New River
City Jacksonville State NC
i
'' Zip 285ao Day Phone s1o-Sao-~2s5
Fax 91o-say-o85a
b. Authorized Agent:
Name Land Management Group, Inc.
Address P.O. Box 2522
City Wilmington State N.C.
Zip 28402 Day Phone 910-452-0001
FaX q10-452-0060
c. Project name (if any) Laguna Bay
1J~D7E: Permit wit! be issued in name of lodowner(s), and/or
proJca Home.
2. LOCATION OF PROPOSED
PROJECT
a. County Onslow
i
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Installation of a retaining wall and associated backfill, rip-rap,
private pier and 4 private boat lifts.
Installation of roads and utilities.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work.
c. Will the project be for public, private or commercial
use? ~ Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. if more space is needed, please attach
additional pages.
See Project Narrative
Revised 03195
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. ~~ Size of entire tract 9.21 Acres
b. ~ Size of individual tot(s) ~0.30-0.62 Acres
c. Approximate elevation of tract above IViHW or
j~/j, Up to 12 feet
d. ; Soit types} and texture(s) of tract
See Pro~ect Narrative
e. Vegetation on tract See Project Narrative
i
f. Man-made features now on tract None
g, j What is the CAMA Land Use Plan land
~ classification of the site? (~~ rtie tocni !rod ~e P~.1
_~ Conservation Transitional
Developed Community
Rural ~~
h. How is the tract zoned by local government?
RA5
i. Is the proposed project consistent with the applicable
zoning? x Yes No
~' (Arend, zawg cnn~liance arrifiaare, ~aPPliaibleJ
j. Has a professional archaeological assessment been
done for the tract? Yes x No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
y~ x No
1. :Are there wetlands on the site? x Yes No
Coastal (marsh) ~_ Other x
if yes, has a delineation been conducted? x
(Attndi doaunauauon, 1 cvralabl~)
~~~~~~~D
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DIVISION iUF
m. Describe ems' }}~t~~(gtj ~~~sities.
None
n. Describe location and type of dischazges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential dischazges.) Surface
runoff
o. Describe existing drinking water supply source.
None
5. 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 properties. If the applicant is not
claiming to be the owner of said property, then
forwazd 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, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
ody high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if as
adequate number of quality copies are provided by
applicurt. (Contact the U.S. Army Corps of
Fragineers 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
Revised 03195
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certiticstion, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts ss proof that such ovmers
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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Nye Giggs H 8 Other Heirs Go Dorothy Marshall
AddieSS 272 Morths Ln. Jacksonville NC 28540
Phone NA
Name Trent River Oakey Grove MBA c1o Ernest C. Washington
Address 272 Morths Ln ~~~~~^-^~~~~~° Nr: 7R_~i4(]
Phone NA
Name
Address
Phone
NA
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
• A checlrr for ~200o made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10} If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
~~ a~x ~,
.SUN ~ 5 ~~~~
6. CE 7CIFITCATION AA~~ ~~~-MISSION
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 conditions
and restrictions contained ~~ 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 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
ProJ~•
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the ~_ day of Mav , 20 ~.
Print Name !,r ~''~°~~'
Signature /"`rte..-~~
I,mdowner or AutkoriZed Agent
Please indicate attachments pertaining to your proposed
Proj~-
DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
~ DCM MP-4 Strucxures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 .Marina Development
NDTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195
Form' DCM-MP-3
UPLAND , - ,~ .r,_, :~~ ti ^ ___
~~~~~~
EL Pl~~IENT
DEV ~ ~ ~~N ~ ~ ~~
(Construction and/or land disturbing activities) L71 V I S 1 O N O F
COASTAL MANAGEMENT
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed One boardwalk or pathway
located in common area and a retaining wall.
b. Number of lots or parcels One 9.21 acre oarcel
(to be subdivided into 17 lots with 1 common area).
c. Density (give the number of residential units and the
units per acre) 17 units, 0.54 units per acre.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. Approx. 8.32 acres
e. If the proposed project will disturb more than one
acre of Iand, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? x Yes No
If yes, date submitted 3!28/06
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehiculaz driveways or pazking. Zero
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted 3/28/06
i. Describe proposed method of sewage disposal.
Public sewer sytem.
j. Have the facilities described in Item i. above
received state or local approval? Pending
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges):
Surface runoff.
1. Describe proposed drinking water supply source
. (e.g. well, community, public system, etc.)
Public water system
m. Will water be impounded? Yes x No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? NA
~rn "~Vrv~ I •~c~,N _
Applicant jest Name
Signatu
5~a~~a(v
Dam T-
Revised 03/95
Form DCM-MP-4
TLTRES
TRUC
S
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community ~ Private
(2) Number 1
(3) Length -~o'
(4) Width 6'
(5) Finger Piers _~ Yes No
(i) Number 4
(ii) Length 25'
(iii) Width 3'
(t5) Platform(s) x Yes No
(i) Number 1
(ii) Length 65'
(iii) Width 12'
(7) Number of slips proposed 4 Boat Lifts
(8) Proximity of structure to adjacent riparian
property lines >15' To South, >15' North
(9) Width of water body Aearox. 5so'
(]0) Water depth at waterward end of pier at
MLW or NWL ---10' MLW
Boathouse (including covered lifts)
(1) NA Commercial NA Private
(2) Length NA
(3) Width NA
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number NA
(2) Length(s) NA
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length NA
' (2) Average distance from MHW, NWL or
wetlands NA
~, (3) Maximum distance beyond MHW, NWL or
wetlands NA
r~ ~ . ~~~
.lUN 0 5 200
aivlSioN O~
COASTAL MANAGEMENT
e. Mooring buoys
(1) NA Commercial NA Community NA Private
(2) Number NA
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
NA
(4) Width of water body NA
(5) Distance buoy(s) to be placed beyond
shoreline NA
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) NA Commercial NACotnmunity x Private
(2) Number ~6 moorin ilinas for 4 boat lifts
(3) Length -12.5
(4) Width -12'
g. Othef (Give rompkte description)
NA
Appl[cant or jea N
1-,r.~..~ ~ // ~
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signature
S/ 311 OG
Date
Revised 03!95
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- - - - - 52 ft. Setback
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~;~ , t~tT port„ P a r a.~ r s e ~T
a, ~ IL~R~Y
c'~F t - J ~A{RFiELO \
J r .q~ 4'f" ~ ~ "' : k`iflrst
-- _ `~ - -' -' J U IV 0 5 2006
DIVISION OF
COASTAL MANAGEMEN
*Boundaries are approximate and are "~
not meant to be absolute. SITE
Map Source: North Carolina Atlas & Gazetteer. Pg 77 SCALE 1" = 1 Mile
Ron Von Lembke Land Management Group, lnc.
Schilsky Georgetown Tract Fi ure 1
Onslow Conty NC Environmental Consultants g
02-05-546 Wilmington, N.C. Vicinity Map
July 2005
'"~ °` ~..~~~ SITE ~+~ .• '+'~ tqW~
~~- ~ '~
',~: .-
• • . 4 '
~,~ _ .. Piling .• °.:~`~, M •. ~ ; .p
a
- r 3 ~
i r. ~ r
y + 1 . "` -'- i` . ~
.~ ``
i __- ,~ ~ ~
~ ~.~ i7.~gI1 ~7lal . r • •~r~ apt • ,: t ~' f.,ir. ~ ,~.. k //l"`" r ~~ ~ ' I E ~ ~ ~~
• ~ {.. ,r, q ~- .~
4r i^
a a ~ ,!i ,> ., ,Tank :~
.i,.
~ ~ ~ ~~
.~~ t i ~ '+~~Mill ~" ~/Wilson
~{ ~~ '.j' ./,~t`~ ~ Island ,-.
~. ~ .. ~ ~` (C)
.,
~,= ~ ~ }, I ~` ~ ~
~ ~i• ~ ~. ~. ~ ~ ~~~~
~~: - e~~~ ~ 6 W Zlson
,, ,` _ ~ , ~ ~f ,. _~ ~~ Wilson
'~ i ~! {~.+f ~ -~ `^.....-'~~ f ~ X17.. -~ S'~~!`..-.°.....-r,,,4. ~~\ 1a
®, ~ • fP~ .. ... .. . ~ :., ,i, ~y`"".~ 7.. ` ..Mi.v , ,. __>>_. Pine. (G~~~ ~\4 \~'~ `•..-.----
l ,,,.....~ ~. ---- ,r,. .. ,. ~ ~ ~ { .
f A, h ~ ., ., ~ x ~v - ~ _ 1 f
~{ ~1ri/~_~N~~eS `, ~ . ~ {/ 1ry~.;t/''~, y7, l~ry, ,[r i~ i~~ ~~\, '8rll~
_ .
„~ . .. t
' ! U N d 5 2006
DIViSl~1N OF
ASTAL fVIANAGEMENT
"Boundaries are approximate and are ''-q,
not meant to be absolute. SITE
Map Source: Jacksonville South Quadrangle 7.5 minute (topographic) 1971. SCALE 1" = 1,000'
Ron Von Lembke Land Management Group, Inc.
Schilsky Georgetown Tract FI ure 2
OnSIOW COnty, NC Environmental Consultants g
02-05-546 Wilmington, N.C. USGS Topgraphic Map
July 2005
~,
Gp8
{
,~
_... _r,__ _~
rviu~. - iv~uivyi i ivui i iy iii i~ Dui iu
GpB -Goldsboro-Urban land complex
*Boundaries are approximate and are
not meant to be absolute.
Map Source: NRCS Soils Map.
Ron Von Lembke
Schilsky Georgetown Tract
Onslow Conty, NC
02-05-546
olvlsloN OF
COASTAL MANAGEMENT
SITE
SCALE 1" = 200'
Land Management Group, lnc.
Environmental Consultants
Wilmington, N.C.
July 2005
Figure 3
Soils Map
Existing
Elevation/Grade
~~,
,~~ .~,
~,
,\
Tie Back Rod
r^~
~~ ~ ~
~~, "
Deadman --_____1 ~\
~~\
,~,
~'~~
~~
Filter
Cloth
Depth Pe
~~ Contract
~~ ~'I ~y ~ t \r~ yr ~S~d1
D -,
~~ ~• i r
R ~ ~~,~ ~ ~
I
COFa,,j l-i~e`. ~vt,~iiti. aE~/1ENT
NOTE: Typical Retaining Wall Detail. Actual Construction
Details and Materials Per Contractor or Engineer.
Not For Construction.
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN NAVE BEEN PROVIDED BY THIRD
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES CMLY. IT IS THE RESPONSIBILITY
OF THE OWNER/APPLICANT AND/OR CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY
LOCATING COMPANY.
~~ ~Y
Title:
Typical Retaining Wall Detail
Date: RCNSIdI Gate:
6/1/06 NA _
Wnler
(TYPO
Nood,
Metal, or
/inyl
3ulkhead
d.Q/!'LGL~a/YLCL7t[LCIQ/I{II.Q/IL~Gp a7~//, /91.G.
CR9M1LN/FMI//714g1A~ [70NLO~LlCQ/lilb
~u~ ~.A~o~JI,, b°omol6n,a. 2 8 /l0 2
9 940-~/5P-0004
Scale: Job Wmber:
NTS 02-05-546
~rawa By: Sheet Number:
65F BA of B
Normal High Water
,,
'~,
Proposed Grade `~~
h
~g ~ -NEW RIVER -
~~~~ \ ' ~~'' ~0D ~' -NEW R i Y E R -
~x~. 1 L1 4._ t~05..._j 1Q6~A6C8 107 '~uDm x• FwoD m~e ~~,,C
, fliri~ ~!'i 3 t A7C7~~ ~;°
~>flAY ~, ~ ~". .. a
~y ~ ~ AiC ~ "\ ••",.A A . •,Wp•.Rppp 2p{ _ ••. 08 8C8 C6lSGi MEtLUmS LATE A17C13~ X143
~~e~~ . ,. H ~~'~••~..,•.~r X1.102 2 ~ ~~ •~~._.._ s ~~,~ ~; ~ ~,~ i ~SCta
~ ~',,, A ~, e yi
1, GPJRY I. CANADY, CERTIFY THAT THIS PLAT WAS DRAWN UNDER NY
SUPERNSION FROM AN ACTUAL SURI+EY MADE UNDER MY SUPERNSION (DEED
OESCRIP110N RECORDED IN BOOK ~ ,PAGE BEE }THAT THE BOUNDARIES
NOT SJRVEYEO ARE CtEARLY INDICATED AS DRAWN FROM INFORMATION AS
NOTED; THAT THE RAT10 OF PRECISION ;t; TED IS i:t0,00D+; THAT
THE SURVEY IS OF AN EXISTING G ~jTRUCTURE, OR NATURAt
FEATURE, SUCH AS A WATERCW WAS PREPARED IN
ACCORDANCE 1NTH GS 47-30 ~ a,gqRIGINAL SIGNATURE,
RfCnSTRATION NUMBER ANO +~' X006
-'AED' fLD06 2D1E
BfARINGS k DISTANCES
ALONG COASTAL WETLANDS
LINE BEARING LENGTH
U39 S83'24'43"W 68.3T
L140 N6455'03"W 34.48'
Lt4t N08'OS'22'W 50.21'
U42 Ntb'09'2b'f 122.64'
LINE TABLE
LINE BEARING DISTANCE
L1 N3111'28"W 12.70'
L2 N04'S0'04"E 6.86'
L3 N74'38'09"E 27.69'
L4 585'04'07'E 43.62'
LS N77'39'26"E 16.11'
L6 N77'39'2b"E 43.25'
U N72'5T27"E 38.80'
L8 N77'57'35'E 8.02'
L9 N7757'35'E 19.92'
L10 58252'24'E 25.86'
U1 58552' 3'E 9.52'
L12 58b'37'08'E 35.15'
L1J S7330'S0' 32.12'
L74 S8152'46'E 52. 4'
U5 S8i52'46" 30.16'
Lib St 'ST 5'W 10.87
Lt7 S O'38'Ot'W 48.63'
lib 1055' 'W 37.50'
L19 SOt'I '4p'W b0. '
L20 N66 9'17` .1T
L21 N 3 4' 0" 39. T
l22 N6659'1T 19. 5'
L23 6' '48'W 5.45'
124 524'45'04'W 3.45'
L25 08 4' 3'E b5.76'
L2b SOOZS' 9'W 5 .45'
L27 Si '33'24°W 4.70'
l28 Sit 3'Z4"W 25.68'
L29 518'43'55"W .86'
L30 St8'43'S5"W 6.60'
~k ~ ~ o ` -~ / o. vAaas
QO// ''~ ~''J`y
/w~ t,~ / / 0.34 ACRdS n I
i P.~ SE771'2t'p ~ , a~ At71ES
G ~,~ `~ ~
~ a39 AfAES
LINE TABLE
LINE BEARING DISTANCE
Lit S03'OS'10'E 20.14'
L32 S03'05'10'E 29.31'
L33 50754'43'E 41.40'
L34 50754'43'E 17.97'
L35 58b52'03'E 3J.59'
L36 N02'07'03'W 44.35'
L37 N02'07'03'W 35.99'
L38 N02'0T03'W 23.76'
L39 N02'07'D3'W 53.95'
L40 NSb'12'01'E 46.81'
L41 N5752'38'E 50.00'
L42 N58'46'41'E 35.76'
l4 N07U7'40'E 38.50'
L44 S07'07'40'W 25.51'
L45 586'13'14'£ 29.65'
Lob S31'30'DYf 29.4T
l47 522'49' t'W 24.65'
L48 S6b'29'S1'W 41.83'
L49 57b t'39'W 9.37'
l50 S67'S1'39'W 41.67'
L5t 58'53'0 'W 41.60'
l52 540'03'1 'W 7. '
L53 S 9'S2'44'W 7. '
LS4 554 T53'W 47.02'
L55 N54 751° 96.35'
L56 N55't '01"E 35.50'
t57 N2011'03` 5.00'
158 54337'50"W 27.81'
L59 5635Y 'E 36.66'
L60 S62'Sb' 1' 48.65'
zap ~-s i
~ 100 0 100 200
1,
/ ^~ ry
~C2 ~~
4
N ~~ o +~~ y
-NEW RIPER - `~~f~ c~e~.~:~
1Hi5 C:AiiFlES THAT THIS COPY OF`(+I,j4(' ~1~GplRIATEtY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SEC~fq$'40'4 OF THE CLEAN WATER ACT
AS OE'ERMINEO BY THE UNDERSIGNED ON THIS DATE, UNLESS THERE iS A
CHANGE IN THE LAW OR DUR PUBLISHED REGULATIONS, THIS DETERMINATION
O< SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
yy~~ EXCEED 5 YEARS FROM THIS GATE. THIS DETERMINATION WAS MADE UTILIZING
x tILTLwtos urrE~ ~j ~ ~ ~~ ~IT+ THE 1987 COR^S OF ENGINEERS WETLANDS DEUNEA110N NANUAI.
~~~ ~~ ~I,+ JUI1 Q 5 LI10U ~f TAME K<<"IGT~O'h ~~fCiQ~'•.fl
A33C ~ COASTAL 11,4ANAGEMEN A~-~ ---MaY 3°1Z°°~
• ` r LEOEL~Q
• W C/L -CENTERLINE Z0o~9aD`~I
~ CMP -CORRUGATED METAL PIPE AfO~
A34C27 CP -CALCULATED POINT
CPP -CORRUGATED PLASTIC PIPE
• ~ DB -DEED BOOK
~ • J EcM ~ snrcic c~a°~~fTE MONUMENT -- 1METLANOS SURVEY F4R --
X28 EWCM -EXISTING 1MTNESS CONCRETE MON
EIP - EX1STiNG IRON PIPE LAGU N A BAY SU B D I VI SON
EIS - EXISTNG IRCN STAKE
~ EMN -EXISTING MAG NAIL
EPK -EXISTING PK NA1L
A36C29 EW7P -EXISTING NATNESS IRON PIPE
' EWIS - EKISIINC WITNESS IRON STAKE JACKSONVILLE TOWNSHIP ONSLOW COUNTY, NC
NiP -NEW IRON PIPE
~ NIS -NEW IRON STAKE „ ,
NMN -NEW MAG NAiL SCALE: 1 =100 MAY 5th, 2005
Y NPK -NEW PK NAiI
~1,A37D30 NN1P -NEW N&TNESS IRON PIPE FB , PG LagunoBayWeflandsPlQt.dwg
~ NW}S -NEW WITNESS IRON STAKE
• PG-PAGE GAIRY CANADY LAND SURVEYING
PP - POWER PC{E
RCP -REINFORCED CONCRETE PIPE g103 RICHLANDS HlCHWAY RICHLANDS, NC 28574
R/W - R}GHT DF WAY
TP - TELfPHtktE PEDESTAL (910)324--4515 (910)324-8430 (FAX}
~ WM -WATER METER air canad`~orthlink,net
/ -E- - O1~ERHEAD ELECTRIC LINE ~ Y J°t'
NOT FOR CONSTRUCTION
NEW RIVER
0
~~
~
~ ~ ~
-- <
' ~ ~~~
z
', r
~ ~
~
z
D
~ O ~`~1
T
m
rn ~__--
~
~L
~ =. =-
/
~ 9~'
_ : , it ~~'~ NEW RIVER ~,.L,,..
-.,~1. m
APProxlmate MLW - ~~ .-- j ~~`~~°~m
~_ - _ - ~ uru zrF t. ~ ~ ~~i
,~~t~
t.-- _ -
w
~
w
i i ~u
~ ~ ~..-.
Y!J' -~P~-'H'
I
I ~ - _ Retanmg Wql!
I r~ wl E~o
~~- ' ) _. .f`.
I
~
I I ...
~~ ~ 1 I _
I se Aa[5 . - e in• ' I~w+ee
R~° ROV 7~ A¢vf~
P
yl
61 F
a.;, «,arts .a~> oa,~.E S _ _ e,ii "
.-
aI ~ '"
~; ,
-,~. ~ s^-
~~ ~
TRENT RIVER
OAKEY GROVE ~ I
- ~ O ,-.
~ .y ~ '~
Npi ~ .. n ..
.,,~ i/y'
/~o'
MBA ( (/
I
- I_
~ ~
l
~~
x,mFS /;
R
\
1 1 r I
i ~ p ~,f I v
/
»'.n'F~SFMEM Ffn SEW~NWST~Tth~ I 1,uo.en J
B
f
1
\
"
._ / -.
~
mnosFR COwMUFa.vc /I~e
.q
~ ~
~ ~ I
~ -
,- ~,,.
.
i' r ~
-
~. ~o ou.aFS
a~;,. J I - 1~
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.
' R55 n "I-
I:
~ ~ H >r, we - fife.
' ~i ~~Q
u
` /
~::
,~
I ~
~~ 1
I ~~ ~n
n ~[°ES 1
i
~ ~ iK~8
B ~ - ~~. ... - ~~
_. F~
a
c ~~°~ see~zm ~ ' 4~
~4 ~ a r Harts _- -. Retdnng Wdl - -
E ~ ~,
I
.
~I °m~s 14 4;',
j i ql ~ ~ °u~FS IR;
_ _ ,~r.~ I ~ : . - -
,~
In so
ARDISON IY oas..cnFS G~ ox $ / i~ - .
~_ - St nTF ~.' MF5
I ~IbM 'I 1 O o.I 3Nb MEN
1
Iylg I I _ -
~! .1O1E5 `~ I ~ ~~ ~ i I-x
1- t. - ~' A roximate MLW
~..~.--.--.e.e r:v 'A're. M•'1~.--.-- mn. Y PP
-. raa5i ~%.-~..--Rl
NEW RIVER
n,A
ANNIE MONTFORD
zorE nM-e H6IBB580TNF0.5 HEIRS
Property Line
Contour Line
Coastal Wetland Line
404 Wetland
NHW Line
Approx. MW L
Legend
--"--~--"--"--"- 30' Buffer
75' AEC Line
Retaining Wall
_ PRELIMINARY
NOT FOR CONSTRUCTION
90°' .. , ,
NEW RIVER
Edge of Morsh -
I C/L of Channel
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, UTILITIES.
ANY UTILI TTES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR
GENERAL REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBILT TY OF THE OWNER/APPLICANT
AND/OR CONTRACTCM TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY.
i
1F'~i,4-' FwsTrrrruucunun
~ • M[FSS EA.SFwEM
THIS MAP IS BASED ON
ORIGIANL DRAWINGS AND/OR
SURVEY INFORMATION FROM:
GAIRY CANADY LAND SURVEYING
9103 RICHLANDS HIGHWAY
RICHLANDS, NC 28574
(910)324-4616
(910)324-8430 (FAX)
Crystal Coast Enq~ineerin~q P.A.
a~~ ,w enab~ a Q~wR~~ s n~
3817-3 FREEDOM WAY, HUBEh T, N.C. 28539
PHONE: (9l0) 325-0006 FAX: (910) 325-0060
LAND MANAGEMENT IS NOT
RESPONSIBLE FOR THE ACCURACY
OF SAID INFORMATION
75 150 00
~ ~~
C z ~~
~ o
Z~
~ N
O
m~
's
m f
~
~
--~ --
NEW RIVER
1/45eibo<k
3.00'
Mooring Piling - ',
i
~~ ,) Cpl ~.~ co
/, / r~~.
I ,a~ ,/.~.r P;~~,
~ ~ ~
I ''~ ~
12.00'
~I ~~< < ' '~~ ~~~ ~~~
I ~`, ~ ~
~~,
~ ` } ~ ~ ~ f ~ ~ ~ . _ 25.00 ~ ; -' ~ /. ,-,,~~,'~ U I I _
I ,- ~ ,x~ -'1~1~a ~ r.-.
` '65.00' ~ '~
y~ ~.4
.__.__: ~_ L15 _ 6.00' %- 1 ,,-
~ ~ ~`~ -.__.__ __.-~.__.-- --•--._ 584°36 ~ 20., ~ , , . 6~~ ~ .f
.;,. ~~
-~--~-- -- E 585°4 ~~
_ _ '~• 1
~ ~ 83.1. , =~~ i
,.-
Retaining Wa! I '~
=~ _ ~~
,i _ ~ -~tuirs
~ ~ ',
,~
' , `5~ ~.~ coca ' " ~~ ~/~~
~ "~'~ ~1~r~~y ---~Ievated 6oac~etwalk
-- ,_ ., , ,
- - ~ 1
-=-Rip R~
- - ~ ,~~
,,
~~ -~~~
• b2, .,,~~~~~ ,- 404 WETLANC
,, ~ '
o Dc
.-~
~ ~,; ~-' G,~ ~
,,L
;h
,~
Legend
Property Line --~-- --~-- -- - 30' Buffer Water Depths Are Relative To NAD83 MLW = Approximately -Lo
Contour Line 75' AEC Line
Coastal Wetland Line Retaining Wall
404 Wetland
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF, UTILITIES.
NH W Line --•-- --~--•--~- ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THLRD PARTIES AND ARE FOR
PRELIMINARY
NOT FOR CONSTRUCTION
GENERAL REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT
AND/OR CONTRACTOR TO CONTACT A PROFESSIONAL VTILITY LOCATING COMPANY.
0 1 60
~; 24'x3' Finger Pier ~
404~Coastal
Wetlands Line i Bont Lift '
~
Outer Ed a of Marsh--
g
65'x12' i I
Mooring Pilings A
~
Platform ~ ~~
~~
9' ~'
~
~
8; ~ ~ ~ ~
7
6'
~'~~
5 __ _
' __ _ - _ ---. _ _ __
- _ 1
- _
_~__
4 ~ _ . ~ . _ . _ - - _ _
~ '' -_ T.
3' ~
~
3 I
Min ~
I~
,
2 .
!
~ ~
1
~ -
__
--- '~ ~I ~~
~~, ', ~
,
~ I
~, ~~ MNW
0 _~ ~ ~ ~,
_1' ~ I j '~ I j ~ ~I ' I Approx. MLW
~ ~ ~
~ ~
_3 ~ ~ ~ ~ ~ ~
_4
'
'
~
_5 - -~
_g
-10
O 0 0 0 0 0 0 0 0 0
O ''' N W ~ Ul 0~ ~) 00 ~0 O ''' N
O
O O O O O O O O O O O
O
N ~!~, I~'~ ``` q~ ~ ~
y
D ~~~ ~ ~ I ~ 1l
~, ~~
~
II~A,ff (~(~
U I\ O ~ 2000 ~~
~ ~'
, i
I ~
`1
NOTE:
Typical Cross Section. Not For Construction. Actual Construction Details and Specifications
Per Contractor or Engineer.
DiU{SfON OF
~' COASTAL MANP.GFMENT
___
_-
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE IACAIION OF, UTILITIES
ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY TF¢AD PARTIES AND ARE FOR
6ENE0.AL REFERENCE PURPOSES ONLY. IT IS THE 0.ESPONSIBIUIY OF THE OWNER/APPLICANT
AND/00. CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY.
Horizontal I"=I0'
Or~l¢__~ZO
Vertical 1"=5'
ir=:~-;~
o _~
~ ~ ~ ;
~~ Z
_ ~!
~~
c.rl ~ ~ J SITE
D p ~--,;
pz ~ = ~ ;:
~ ~ Site ocation ap
~,
tT1 ~ ~~Z TS
~___ --- -- - _ __ __ r,-t ~ _ ____ - __
' ~ 90°' z
i ,
~I
~~ ~~
NEW RIVER.
j -
Mmrxg PNi 1 . ~ -3.00' ~,
'~i ~'. 1200'
T ~ lB l fy,_ 82°5224'E LIO - ~ '1,f t',), ~„ i5 ao '.
_ 3"E 11 ~ ,
l ~ 58552'2 L12 ~ ~ ~ ~~~
~ 1`r.-L4 , lb ~ - , ~ ~"~ ~ ~ ~- '~ "~ ~ L13 , - - L14 ~ .,y.f~'45 ~~
- - - ~ ~ LI5 600
' _ ~'S ~' Y
E" ii -fj_._s898312Q"E--~_ 10'. ~ p~- ~F,
I
-- _-"-' i ". ~ - 83.1 ~~
- ~ ~ - Retomirg Wall
~ I j ~ / Stairs
i wi I ,- " ~.~ i
w ~_ B
r Z ~.
I ~ ~'~ ~ 1~ ~~ / pn.- E N`~ .~Elevat~d ~oabdl~lk~
{ I . ~ , ,~- .0.62 ACRES R'P ~'T ~ Eys4 ` --Atcel4 PRfh~~h~ ~ ' ~~
i ( w ~ ~ ' ' ',~ - 0.40 ACRES ~ 0 42 ACRES ~ _ ~ - .= ~ ~ ~~ ~ ~~
F I,' i ~' "i ~.. b'i0~,.~ j . ,. 404 WETLANDS LINE ,.
FOi _ I~!a 044 ALRE5 ~, rr' ~f~'J ~1
III I '~ ~ ~ ~i~ f ~ ~ ..F ~ 550
" i ~i
ii'-
~I I `T 06{ ACRES ~ ~ ~2~ ~ . - rti `:~ $~ ~ ~~'~ ,
~,.' ~ ~ _~ / ~ d? . -:Rip R°P,' ~ i J' ~ "
TRENT RIVER ~ ~~~ ~ I ~ ~; ~ ~ , s 3~M~~~ ~r~~ ~~ti~~~~'` ,,,-:gal ,vf ~ ~ _
t
OAKEY GROVE , / ` ;~ S °~~'' - ~ ~°'
MBA I ~ ~~ R, ~ _ ~~a
DB 1219, P6 3 1 ' ~ ~ ^ ( ~ ~ ~ -~ ~-
i
ZONERM-5 M,"~ ~:1 .1 ~ j -
' v
ff-_ A I 938 ACRES. ~ ~ - i
1 ~ ~~ ~ _
1 ~. 1 ~ t I ~ " . ~ ,' %R
~IOR SEWER PUMP STATION ~ ~ '` t'j~wltfi~l'~ - ~ -.-~~
kOPOSED COMMUNITY GATE 't' ~ ~ ~- ~.- ` .. /~ _
~ L~
~! . t? ,, pFH ` w~Ert `` t / 1; 0.32 ACRES 3
/ N
~,,,," : . ' ~ ~ ro,E
/$_ /
- "' ~'
~, QO ~ YAii - '` 1, I ~ v, 19564 l
p~c i ~'i ~ ~ D 34,ACRES I I ~1 ~~~~ ~ ~ - I~ ti ~~~
;i ~ _ _ 57°3321 C/ ~ ~~~ I I ~ - /~ -
__._
1.
"~ ,=.. ~__ 22441' ,.~'~ i r f ~ t 0.39'ACRES .3 _
I ~ i-~i q
. ,~ ~S , w i 1799' _ -. -
(, y~~, '~ ~ ~, ~ ^~~Iil to ~g _.--- -- ~yI/ t .,~ ii ~.'. i.
~ ~ - 039 ACRES' m°~~~ 7 0- '. '
E(,~' ,Iy,~ ~ 3 E ~2 ~ ~~ y~ ~ 0.36 ACRES. ~ Retaining Wall /3~ _ -
b +` ~ ~ ; 686°52 0 0~ l ci*' m /~ _
t il
ov /
~ ~". .21169 '-~~ .~~ tel. ' ~ 5 ~. :~ ^/~'I :. 1 :.:.- ~. ~.• -
~~a ,r" zj } ~+ ~, ~ w7 f ~~~; E /g
~~ ~° £I 0.39 ACRES i '2 1' Z ' i 13 _._ - I
jtt I ~; I ,; ~ .r 0:34 ACRES ~ 1,~
qk'" - 586x52 I t °~t, ' ./ -.
'03 E ~A~ - 1$i
119840' __ t' _. -I z1 It T~ ._.- SB3'll',54.E .Q .
Iv _ ~ ~~! r i 146.1H` h i i
~I
,r~~ ,,,
IF 0.35 ACRES' f ~I I ~ ~ ~$~ -- _`
I ~: i~ r~ '' f- 03B ACRES °I ~ -
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'.~ i 158.68'• - -.?( N -tr} ..
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Property Line
Contour Line
Coastal Wetland Line
404 Wetland
NHW Line
Legend
-- -- -- -- -- - 30' Buffer
75' AEC Line
Limits of Disturbance
NtW K1VtK
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCH TIN6, OR THE LOCATION OF, UTILITIES.
ANY UTILITIES SHOWN ON THTS PLAN HAVE BEEN PROVIDED BY THIRD PARTIES AND ARE FOR
GENERAL REFERENCE PURPOSES ONLY. IT IS THE RESPONSIBILI TV OF THE OWNER/APPLICANT
AND/OR CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY LOCATING COMPANY.
25 5 1 200