20071367 Ver 2_Modifications_20080710

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NCDENR
North Carolina Department of Environment and Natural
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director
MEMORANDUM
TO: Joanne Steenhuis - DWQ - Wilmington
Cyndi Karoly - DWQ - Raleigh
David Timpy - COE - Wilmington
Trish Murphy - DMF - Morehead City
FROM: Richard S. Weaver - DCM, Morehead City
07- 13L7„.2
Resources C444
William G. Ross Jr., Secretary
SUBJECT: modified workplan drawings reflecting changes to docking facility
Date: July 8, 2008
Please find attached modifications to the docking facilities at Nature's Own Land
Company/Mariners Point in Carteret County. As the attached narrative from Heather Styron
indicates, field verification of the channel and water depths was not accurately depicted on the
initial workplan drawing circulated for your comment. The attached modified drawings reflect
the correct channel location and water depths. Could you please base your review off the
attached drawings and provide your comments for the modified proposal to me via email
([e-mail]) fax [phone]) or mail (400 Commerce Ave, Morehead City, NC
28557) by July 29. If you have any questions please give me a call at 252-808-2808. Thank
you.
2 kl?-- 5`11ROWN,
JUL 1 0 2008
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WETLANDS AND STORMY;A K- ? -NCH
400 Commerce Ave., Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
MEMORANDUM:
DATE: July 7, 2008
TO: All Review Agencies
Thru: Tere Barrett
FROM: Heather Styron
Subject: Modification to application in process - CAMA Major Permit - Natures
Own Land Company/Mariners Point, Carteret County
Since the initial submittal for the Mariners Pointe Major modification request it has
been found through field verification that the channel edge and centerline were
incorrect as were the creek soundings as shown on the initial plats submitted.
Please refer to the plats dated revised 6/25/08. The pier and dock have been
relocated accordingly. Additionally two slips have been added.
The changes are as follows: The new pier would be a total length of 6' x 330.66
with platform dimensions of 6' x 176'. This has moved the pier 11.24' landward of
the original proposal. All original finger piers have been deleted from the new
proposal with dockage to be "side-to". The outermost part of the structure would
be located an average of 4' from the channel edge and an average of 57' from the
centerline of the channel. Water depths at the outermost part of the proposed
structure are an average of -2.25' at NLW and an average of -2' at NLW around
the structure. All soundings have been field verified.
Please send all comments for this project to Rich Weaver: Assistant Major
Permitting Coordinator.
Cc: Doug Huggett, DCM
Rich Weaver, DCM
Tere Barrett DCM
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
Hestron Plaza Two
151A Hwy. 24
Morehead City, NC 28557
[phone]
TO GA?y / `A
WE ARE SENDING YOU
? Shop drawings
? Copy of letter
? Prints 25 Plans ? Samples ? Specifications
? Change order ! ,'?? 1?` APv Nr rcQf've
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
ra For approval ? Approved as submitted ? Resubmit
? For your use
> ? As requested
? For review and comment
? FORBIDS DUE
REMARKS
? Submit
? Return
WETLANDS AND STORMWATE N
-copies for approval
copies for distribution
corrected prints
? PRINTS RETURNED AFTER LOAN TO US
COPY TO

DATE 7 C 1g,
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ATTENTION
RE:
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Attached ? Under separate cover via the following items:
? Approved as noted
? Returned for corrections

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SIGNED:
if enclosures are not as noted, kindly notify us at once.

UCM
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IN MP-1
APPLICKIONi01

Mayor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Nature' Own Land Company Project Name (if applicable)
Mariners Pointe
,?-,-
.Applicant 1: First Name
Parrish MI Last Name
Sasser a

ri?
Applicant 2: First Name MI Last Name ° I ' l'N 2
If additional applicants, please attach an additional page(s) with names listed. Morehead
Mailing Address
1216 N. Topsail Dr. PO Box City
Surf City State
NC
ZIP Country Phone No.
-
- ext. FAX No.
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Stroud Engineering
Agent/ Contractor 1: First Name
Ronald MI
D Last Name
Cullipher
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
151A NC Highway 24 PO Box City
Morehead City State
NC
ZIP
28557 Phone No. 1
252 - 247- 7479 ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ZIP
Email D
nAno
JUL L V Lu-
OENR-WATERQ A ty
?ANOS nNO sTORM'r!
<Form continues on back>
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252-808-2803 . 1-888-4RCOAST :. +rrv+r,r?c ?aast tsx rra y r,3 ,r *
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Town of Morehead City ° u
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o. Describe existing drinking water supply source. ul,t^
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Town of Morehead City
p. Describe existing storm water management or treatment systems. ?r?f t
Existing Drainage Ditches
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.
Common recreation area and community pier with 6 wetslips.
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.
Jet pump and barge for pile.setting stored onsite
d. List all development activities you propose.
Construction of pier, T platform, 6 slips, and a footbridge
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? None ?Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ?Yes ®No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No ®NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.

<Form continues on back>
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252-808-2803 :: 1- St3-4RCoAST :; wWva.nccoa9tSImVna9,Dmont,ne,
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete alle
Application that relate to this proposed project. Please include all supplemental information.
410,
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Wooden footbridge and pervious woodchip path
c. Density (give the number of residential units and the units per
acre).
0 (Subdivision Clubhouse: Nonresidential)
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.
0
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.
0
j. Describe proposed method of sewage disposal.
Morehead City Public Sewer
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down" and residential discharges).
Surface runoff
b.
Number of W. or arcels
47,
sections of the Joint N
' D
p y9' ,
1 `
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
300 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
None
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 NNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No ®NA
If yes, attach appropriate documentation.
252-303-28082 :: 1-8384 COA T :a w.necoas#aif?ar. ?%r!. l?g_ at rt-viser3: 1V2S,,'0 r
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)

?¢ttgg9;c(Fthe;Jo(ni
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina: b.
?Commercial ?Public/Government ®Private/Community
a (i) Dock(s) and/or pier(s d.
(ii) Number 1
(iii) Length 330.66' ( Nv
(iv) Width 6'
(v) Floating ?Yes ®No
?This section not applicable
(i) Will the facility be open to the general public?
?Yes ®No
(i) Are Finger Piers inclu ed? ®Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes NNo
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 1
(iii) Length 176'
(iv) Width 6'
(v) Floating ?Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
6
(ii) Number of slips existing
0
I. Check the proposed type of siting:
? Land cut and access channel
?Open water; dredging for basin and/or channel
NOpen water; no dredging required
?Other; please describe:
k. Typical boat length: 25'
m. (i) Will the facility have tie pilings?
?Yes ®No
(ii) If yes number of tie pilings?
(i) Are Boatlifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 6
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
1. (i) Will the facility be open to the general public?
?Yes ®No
I--9S ;4RCCAST :: v^vEr_.r.nccaastalmana ement-net r evil d: 12,127,03
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.
®CW 690 SF ?SAV ®SB 810 SF
ry
?WL []None
?. zr 1
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes 91No !
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. d '
A
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 MR-Z Excavation and Fill.) E This section not applicable
a•. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This, section not applicable'
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands

6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
[]Commercial ?Public/Government []Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing N/A
T. `GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
2-32-803-2808 .. 1-8813-4RCO ST .: w-w1 r.ncr.oas imanagement.not revised: 12!27'06
Form ON MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other se$Oris of the Joint
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9. BRIDGES ETMri,notapplicable
Ic 4hu nrnnnenrl hririno• In Wai•ar hnrly to ha crnscad by hridnP-
?Commercial ?Public/Government ®Private/Community Tidal Ditch
c. Type of bridge (construction material):
Wood
d. Water depth at the proposed crossing at NLW or NWL:
2" NWL
e. (i) Will proposed bridge replace an existing bridge? ?Yes ®No f. (i) Will proposed bridge replace an existing culvert? ?Yes ®No
If yes, If yes,
(ii) Length of existing bridge: (ii) Length of existing culvert:
(iii) Width of existing bridge: (iii) Width of existing culvert:
(iv) Navigation clearance underneath existing bridge: (iv) Height of the top of the existing culvert above the NHW or
(v) Will all, or a part of, the existing bridge be removed? NWL:
(Explain) (v) Will all, or a part of, the existing culvert be removed?
(Explain)
9. Length of proposed bridge: 16' h. Width of proposed bridge: 4'
i. Will the proposed bridge affect existing water flow? ?Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ®No
If yes, explain:
k• Navigation clearance underneath proposed bridge: NA
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 5'
waters? ®Yes ?No
If yes, explain: Crosses Tidal Ditch
2. CULVERTS ED This section not applicable
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
< Form continues on back>
252-MOS-2803 y: 1-883-4RCO S T s: nnr.nq*as'?)manage ??d.not revised- 1012106
d. If the placement of the bridge or culvert involves any excavation, please complete the following
(i) Location of the spoil disposal area: N/A
,ter....
(ii) Dimensions of the spoil disposal area: N/A
(iii) Do you claim title to the disposal area? ?Yes ®No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs),tFief+?libtt;?y;?gsltftorheJ?
bottom (SB)?
?CW ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above. N/A
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No
If yes, give dimensions if different from (ii) above. N/A
e
9•
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above). to
be placed below NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled: N/A
(iii) Avg. width of area to be filled: N/A
(iv) Purpose of fill: N/A
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled: N/A
(iii) Avg. width of area to be filled: N/A
(iv) Purpose of fill: N/A
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
4. GENERAL
a
Will the proposed project require the relocation of any existing
utility lines? ?Yes ®No
If yes, explain: NA
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
b. Will the proposed project require the construction of any temporary
detour structures? ?Yes ®No
If yes, explain: NA
< Form continues on back>
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. 2 x 6 DECKING
STRINGERS 6'
\ \ \ \ APPROX EDGE
\ \ OF CHANNEL
\ \ ~ \ M.H.W.
\ \
~ \
~ \ \ ~ 3 MEAN TIDE LEVEL
\ 1.61 1.63 ~ ~ TREATED °
\ ~ -1.59 \ ~ TIMBER PILES M.L.W.
\ -1.70 \ ~
\ \ -1.64 \ \
~ 1.64 \ ~
~ -1 .72 t® \ X1.49 t® X1.49
\ 1 91 ®1 , 5`~ DOCK-TYPICAL SECTION
ti~ \ -2.3 ~
~ ~ APPROX EDGE \ \ ~ -1 , 68 ~ F ~ 2..62 ~ J OF CHANNEL \ ~-2 74 ~ 0 ~ ~ ® x-0.95 NTS
0 \ ~ tiP \ ®-2.78 ® -1.90 , ® ~04 ®-0.93 4
~ ti 3.07 -1.78 ~ ®1.2Q~
's -1.10
tie ~ ® \ ~ ®®1.17
INS \ \ 1 /4 D I STANCE L \ -2 , 80 -2.23
h \ ® '0 ~ ®1.18OS
1/4 DISTANCE LINE \ ~ 37 \ -2.67 ~ \ ®1 ~ CENTERLINE & EDGE OF CHANNEL
\ ~ _ _ ~ -2 . ~ DETERMINED BY TERE BARRETT
_ ~-2.56 \ ~ ~ - ~ -2.81 \ ® ®1 ~ 57 ~ MOREHEAD CITY DCM OFFICE
o \2 2C5 6• ~ \ ~ - .98 \ -1.83 j -1.83 ~1
~ ~ 4~~ $ -3.08 -1.97 i
_ 1 ~ ~ ~ \ ` ~ \ 1 ~ 3.23 - -2 . $
1~~
~ ~ s -3.13 \ - , ~ \ ~ ®-0.93
~ ~ .37 ~ ~ ~ -3.03 ®~2 \ ~ ~ \ ~ .3.00 \ ® ~ 0, $7
® -2 X63 \ s ~ ~
® -2.$~ \ ® 2.75 ~ \ ®0.95.96 ~ LEGEND ~ ~ ®0.99
t i ~ ® ~ \ RoC / i f i ~ ~ . 41 ~ -3 , 2 ~ , ~ ~ ~ \ ® \ ~ UWS (BOTTOM ELEVATIONI PLUS 1.40` ~ ~ ~
~ / ~ ~ .19 -3.25 ~ \ o s ~ 95 MHW MEAN HIGH WATER ~ O , -1. ~ NHW NORMAL HIGH WATER
/ ~ ~ ~ / ~ _ ~ 4\ ~ 3.31 ~ ~ \ ~ ®1 ° 16 OROCK OYSTER ROCK
~ OR K ~ ~ , ~ ® ®1 .28 ~ MARSH GROtE1NDFSHORSH
i ~ ~ o \ / f , ~ o ~ o ~ ~ -1.39
i , _ ~ ~ -3.26 ~ i i 0 90 \ ~ ® ~4 ~ -1. ~,1
/ / \ ~ -3.20 4 ~ ® ® , gq ti CENTERLINE OF CHANNEL
f / ~ ~ -2 83 ~ -2.2 ~ \ i® ~ 3 9 -2 , 2 ~ ONE QUARTER DISTANCE
~ 2.55 ~ -2.30 ~ I >,30 , O ~-0.72 NHW
/ ~ r / ~ 1 ~ ` ®-0'82 EXISTING CONTOUR ` X0.77
r ~ , I ~ ® -2.81
\ - -3 03 / ~ / f , i -1.14 11 ® ~ ,1 ~ ' 06 -0.84 ~ AREA OF OYSTER ROCK ® 1.01
® ~ ' ' ® -3.12 ~ i p ~
~ ~ \ ~ ~ -3.28 EDGE / / i ' ~ \ ~ ~ ' ® EXISTING MARSH
' MARSHLINE ' . s I ~ ~ ~ / ~ ~ ~ ~ , ~ ~ ~ ® -1.18
,f / i ~ \ ® ~ 5 ~ s ~ i -1.32 0
2.~6 _211 -1.95 ® ®-0®86' 82 NOTES .
s
° f / ~ ~ 2.~4 I~ ~ ' ~ 1''. 7 - ~ \ ~ ® -2.60 ~ ~ ®0.98 .9Z 1. VERTICAL DATUM IS NAVD 88. -2.6Q \ ~ ® 1.00
/ ~ ~ s I ~ -2.92 SEWER sD I S R(~ s , \ ~ ® _2.78 ~ - ~ 9 .78 \ -1, ® ®.g1~.15 2. 335.96' LINEAR FEET OF RIPARIAN SHORELINE
A O1NED S I N_ 1 i 3 S s -3.15 / ~ 0.83 , ~ ~ I ~ \ ® 2.89 ~ _ s r i ~ ® -3. 7 AT MEAN HIGH WATER LINE. > -1 ® ® -1.05
_ , ~ s I ~ . ~5 s, - ~ ~ \ _ / 0 4' \ ® , i , ti ~ ~ 3 44 . 3. WATER DEPTHS SHOWN ARE BASED ON NORMAL ~ ~ s 1.19 LOW WATER. ®1.30
AIL - 1 ~ ~ ~ i ` \ ~ I 1 0 0,1 ,
-3.25 ~ ~ ~ s - . 5~a + ,
i ~ ' - .78 s ~ 3.54 ~ t \ 3 4~ ~ \ ~ ®1.761.431.25 _1,74 REVISIONS
2 ~ ~ S 6., i A - .14 s t ® - 88 BY N0. DAT DESCR
/ 1.6 I , i / p s ~ ^ ~ ~-2.s45 i l ~ ~ ® ~ ° ®52.5' 1 \ RDC 1 /31!07 CHANGED DOCK
8 ~ D l I ~ 1 - -w47 \ ~ s , -.82
•~,3 ~ - .13 t~ ~ ~ ti J ss 3\\52 ,0 ®82 2 ~ 73 \ DWG 2 /17/08 CHANGED DOCI' ~ 2 DWG 3 /28/0 CAMA REV.
, _ w o~ s. ~ 0. 4 1 s\ N ~ ~ ~ ® .15'3 s t _ 6 ~ 5.,, 0.58 ~ !o ~ ~ ® -3.1 3 ~ ~ 0~ \ DWG 4 /25/0 REV DOCK \
0. \ ~ ~ - -3.22 f ~ , ~ \
.18 ~ ~ 1 -3.4~ ~ \ / ~ 66 / + y ~ \
i fi ~ o ~ ~s ~ -3.51\ - ~ \ , -2. -3.49
,f / / cn -`~1: 4 -3.35 \ ~ s i f i ~ } ® 3.16 \ \ APPROX EDGE \ OF CHANNEL
/ s \
\ ENLARGED PLAN VIEW (c~ PROPOSED COMMUNITY DOCK
1 4 \ 1 09 ® ® -1.45 1 \ -0,x,6 -1.23 / \ \ FOR T
% 1.32 \
0.7 8 / \ ~ - ~ ~ ,18 \ APPROX CENTS 'PROX CENTERLINE OF I V 1~~ ~ ~ ~ I ~ 1
i i 0 \ ~ f ; ; CHANNEL IANNEL
~ f \ i \ MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
$ fOR(~CK \
~ ! APPROX EDGE f i i f F HANNEL 0 C \ OWNER: NATURE'S OWN LAND CO. DESIGNED: JHF1W2
! \ ~`o~~~~ ~ ..ADDRESS: 9216 N. TOPSAIL DR.
r / . r I 1!~ eCSi^' ~ ri icc rrrv nir ~Q~n~ DRAWN' JHf
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W \ ti a" DATE: 05f141C 4 STROUD ENGINEERING P.A.
0 GRAPHIC SCALE: 1" = ZO' \ \ , P.E. SCALE: 1" = 2fl \ ONALD D. CULLI
w PW-600 I IL PROJECT NO.: -~-w- \ 102-D CINEMA DRIVE
on7e~~~~ a . • • • • • WILMINGTON, NO 28403 [phone] SHEET 2 OF 3
DRAWING NAME,: F:IMASTERlpW-600/DGNIRONSCAMA.DGN
OMMUNITYPIERNYDROSURVEY,Ugn 6/26/2008 2:03: 18 PM REV2PW600C

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WOODEN FOOTBRIDGE NTS
/ ~ O 5~ ~
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::4..:.::~1::~ . .,.~t~ o ~',yy.-'°•; PAT~tIDSED MODD CHIP
PROPOSED FOOTBRIDGE
~ . i ~ PROPOSED HOOD DECK \ ~ ~ .LL d. ~
,d,~?,jl
PERVIOUS WOOD CHIPS
~ ~ SOIL
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
WOOD CHIP PATH NTS wETLAHDS CLIENT: NATURE`S OWN LAND CO. DESIGNED:
- DWG
~~,,,r~9taa,F ADDRESS: 1216 N. TOPSAIL DR. DRAWN:
R~ o SURF CITY, NC 28445 DWG PROPOSED STRUGJUR~~~,~,~e" OEFPr
: EXISTING PROPERTY 1,1I~E '40~~Yy SAO PHONE: [phone] ~h!CE
10 5 0 10 20
;3 0
Nrs NOT TO SCALE STROUD ENGINEERING, P.A. APR. AEC AREA OF ENVIRONMENTAL CERNi , o 151A HIGHWAY 24
SCALE: 1 10' •~','Y`~~ `'4i MOREHEAD CITY, N.C. 28557 DA40 ~ Q
SHEET #3 OF 3 447-7479 Ltfo-lf_ ~j~% SR NALD D. C
PROJECT PW-600
DESIGN FILE F:/MARINERSPOINTE/DGNS/DGNRECJAN152008/CAMA.dgn ULL HER .B. C'