20041374 Ver 1_COMPLETE FILE_20040820

OF %NATF? Michael F. Easley, Governor
\O? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
>_ y Alan W. Klimek, P.E.,Director
Division of Water Coleen H Sullins, Deputy Director
Division of Water Quality
September 17, 2004 02 L5 1 D
Austin Guthrie and Lynwood Grimes S E P 2 4 2004
527 Cedar Point Road
Swansboro, NC 28584 DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
SUBJECT: Approval of 401 Water Quality Certification
and Additional Conditions
Dredge access channel
@ 527/ 535 Cedar Point Road
DWQ Project # 041374
Carteret County
Dear Messrs. Guthrie and Grimes:
You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity adjacent to your property at 527/535 Cedar Point Road (NC Highway 24) in Carteret
County. This approval allows you to:
1. Using the clam bucket to barge method, excavate a 18' wide by 365' long access channel to a
depth of -2.5' Mean Low Water, for the purpose of accessing White Oak River from your
private canal.
This approval is only valid for the purpose and design that you described in your completed CAMA
application received by the Division of Water Quality (DWQ) on August 20, 2004. After reviewing your
application, we have determined that General Water Quality Certification Number 3400 covers this
activity. This Certification can also be found on line at: http://h2o.enr.state.nc.us/ncwetlands/certs.btml.
This Certification allows you to use your CAMA Permit when the NC Division of Coastal Management
issues it. Please keep in mind that there may be additional Federal, State or Local regulations applicable
to your project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water
Supply Watershed regulations and Coastal Stormwater. In addition, this approval will expire when the
accompanying CAMA Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your completed CAMA
Major Permit application received by the Division of Coastal Management on August 18, 2004. If you
change or modify your project, you must notify the Division (DWQ) in writing and you may be required to
send us a new application for a new certification. If the property is sold, the new owner must be given a
copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If
total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional conditions listed below:
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to this office and a copy to the 401 Oversight/Express Review Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650;
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper NorthCarohna
Nahlraffil

Page Two
Austin Guthrie & Lynwood Grimes
DWQ Project #.041374
September 17, 2004
2. No excavation and no waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or
riparian areas beyond the footprint of the impacts depicted in the CAMA Major Application. All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be performed so that no violations of state
water quality standards, statutes, or rules occur.
Please notify this Office at the number listed below if any problem arises during the construction of
the project that may affect water quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #041374 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900.
Sincerely,
n Alan W. Klimek, P.E., Director
Division of Water Quality
Attachments: GC # 3400
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
401 Oversite/Express Permitting Unit - Cyndi Karoly
CAMA Morehead - Brad Shaver
CAMA Morehead - Doug Huggett
WiRO
permits issued
Subject: permits issued
From: Joanne Steenhuis <Joanne. Steenhuis @ ncmail.net>
Date: Fri, 17 Sep 2004 11:27:31 -0400
To: "cyndi.karoly" <[e-mail]>, Doug Huggett
<[e-mail]>, Henry Wicker
<[e-mail]>, Noelle Lutheran
<[e-mail]>, Tere Barrett <[e-mail]>
the following DCM project was issued a 401 certification
Project # 041374 for Austin. Guthrie & Lynwood Grimes in Carteret
County issued on 9/17/07'
the following DCM projects required no 401
Project # 04 1475 Malcolm & Betty Moore - Onslow - boat lift
Project # 04 1429 Pelican Sound S/D (Gulfstream Shopping Ctr, LLC) -
Pender - 10 slip community dock.

1 of 1 9117/2004 12:55 PM
I Ir rp
A14.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
August 19, 2004
041 7
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Austin Guthrie & Lynwood Grimes
WETLANDS/401 GROUP
AUG 2 0 2004
WATER QUALITy
SECTION
Project Location: Carteret County: 527 Cedar Point Blvd., Cedar Point, NC
Proposed Project: The applicant is proposing to conduct excavation of the entrance canal into the
existing high ground basin through the White Oak River.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
September 09, 2004. If you have any questions regarding the proposed project, please contact Brad Shaver
at [phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
151-B Hwy. 24, Hestron Plaza II, 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
041374
DCM % DWQ %
Development Type FEE (14300 1601 435100093 1625 6253 (243001602 435100095 2341
1. Private, non-commercial
development that does not involve $250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
Ill. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality $250 100% ($250) 0%($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality $400 100%($400) 0% ($0)
Certification No.3301 (see attached)
can be applied:
III ). If General Water Quali
ertificahon No. 3301 (see atta hed)
could be applied, but DCM staff
C
determined that additional revie and $400 60%. O(S

tten DWQ concurrence is n eded
wri
because of con ms relate o water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) $400 60%($240) 40%(S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%(S285) 40%($190)
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Austin Guthrie / Lynwood Grimes
Project Name: Guthrie/Grimes Maintenance of Access Channel
2. LOCATION OF PROJECT SITE: The project is located at 527 Cedar Point Blvd. in
Cedar Point in the Western end of Carteret County.
Photo Index - 1995: 39-473 E 16, O 17 2000: 39-492 C,D 13
State Plane Coordinates - X: 2,571,600 Y: 354,200 Quad. Swansboro
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visits - 7/8/04
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete- August 18, 2004
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 1996 Carteret County Land Use Plan
Land Classification From LUP - Developed
(B) AEC(s) Involved: CS, CW, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use:. Private
(E) Wastewater Treatment: Existing - Septic System.
Planned - N/A
(F) Type of Structures: Existing - Three docks, two single family residences
Planned - No structures, maintenance excavation
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands Temporary crossing
Coastal Wetlands 40 fe
(B) Non-Vegetated Wetlands 6,570 fe
Shallow Water Estuarine Bottom
(C) Other
High Ground
(D) Total Area Disturbed: 6,610 fe or 0.15 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA HQW Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to conduct excavation of the
entrance canal into the existing highground basin through the White Oak River.
FIELD INVESTIGATION REPORT:
GUTHRIE-GRIMES / CARTERET COUNTY
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The project site is located at 527 Cedar Point Blvd. within Cedar Point located around 1 %4
miles west of the Swansboro bridge on the north side of Highway 24 (Cedar Point Blvd.). The
project site is located within the White Oak River, Carteret County. Lynwood Grimes and Austin
Guthrie collectively own 7.1 acres of land adjacent to a man altered canal running from Highway
24 to the White Oak River. The elevation of the land surrounding the basin is as high as 4' above
NHW (normal high water). Current man made features on the two properties include two single
family residences and three piers two accessing the canal while one accesses the White Oak
River. The vegetation west of the man-altered canal is overgrown with weeds and formerly
served as a farm field. The field currently has some spoils spread throughout, a result of
maintenance excavation earlier this year. The east side of the canal is vegetated with lawn grass
as you approach the Grimes residence. The surrounding land is currently zoned R20 which could
allow for future growth in the location of the farm field.
The canal has been most recently excavated earlier this year to remove spots of siltation.
The canal has been excavated several times before under older major permits in the 80's.
According to Mr. Guthrie the offshore channel that accesses the River was originally dug in the
60's. This has been confirmed by affidavit by two long time Cedar Point residents, Mr. John
Jones and Mr. James Guthrie. Mr. John Jones family formerly owned both sides of the road
along the entire stretch of Highway 24 through Cedar. Point. Mr. Austin Guthrie has also shared
an aerial photo of the project dated sometime in the early 70's. The picture does appear to show
an excavated channel running into the White Oak River.
The shoreline along the man made canal and along the entrance to the canal contains a
fringe of spartina alterniflora. This wetland fringe is as large as 30' wide and as narrow as 5'
wide. There does not appear to be any unexpected erosion along the shoreline. There are no
hard shoreline stabilization measures along the shoreline within or outside the mouth of the
basin. The manmade canal generally has a controlling depth of -2.5' just inside the mouth. It
appears that the canal has faired better than the access channel over the years in term of
holding its depth. The depth of the offshore channel varies from -0.5' to -1.5' below normal
low water. The channel runs through the White Oak River, which at this location is a
predominately muddy sandy bottom. The River at this location is not considered a primary or
secondary nursery area but appears to be open to shellfish harvesting. The water classification
by the Division of Water Quality is SA HQW.
Project Description
The co applicants are applying to conduct excavation in the old entrance channel leading
from the White Oak River into the man made canal at 527 Cedar Point Blvd. The proposed
excavation would be 365' long and 18' wide to a total depth of -2.5' during low water
conditions. As stated before the inside of the manmade canal already has on average 2.5' of
water during low tide. The proposed excavation would start at the mouth and extend 330' to
FIELD INVESTIGATION REPORT:
GUTHRIE-GRIMES / CARTERET COUNTY
PAGE ##3
an existing offshore depth of -2.5' at low water. The top cut would be 18' wide and the
bottom cut would be 10' wide. For the entire distance of the proposed excavation the project
would generate approximately 487 cubic yards of material. The proposed method of
excavation will be a mud bucket style dredge, which is comprised of an excavator positioned
on a barge. The spoils are temporarily loaded onto the barge within a spoil containment vessel
and then offloaded onto highground. The application notes the offload site to be one of the
narrowest fringes of marsh and this will be protected by crossing the area with the aid of
logging mats to avoid soil disturbance. The spoils would be placed back into the farmfield,
which has an available disposal area of just over 19,000 square feet. The spoils would be
placed uphill of the marsh fringe and separated by silt fencing temporarily until the material
becomes stable and vegetated. On the back side or north side of Cedar Point, the White Oak
River water is more tanic and substrate darker therefore not lending itself to be conducive to
the presence of submerged aquatic vegetation. If the activity is conducted within winter months
finfish resources would be less likely impacted.
Anticipated Impacts
The project will involve the loss of 6,570 fe of formerly dredged shallow water
estuarine bottom through the public trust area within High Quality Waters designated by the
Division of Water Quality. The project would also temporarily impact 40 square feet of
Coastal Wetlands at the spoil offload site. The area designated for spoil appears to be more
than adequate to contain the proposed excavation. Short-term turbidity may be a concern
during construction. Biological activity may be minimized by timing the project during the
winter months.
Brad E. Shaver - Morehead City Office - August 19, 2004 'a f
Form DCh1 i`LP'1- ?:;
U 5 2004
ICATION
,?,r :?l. d Cif D
???a ??.a?? :.a ?/ (I'o be completed by all applicants)
b. C'ty, town,uniry or landmark
1. APPLICANT
c. Street address or second road number
a. Landowner:
d. Is proposed work within city limits or planning
Name fir-1?1t,tAVt1r U.?doGl?.?wt?t jurisdiction? _ 1,-- Yes v No
Addre5rt CG:t?kr 't b sa ' 2- `? ?T lbt) e. Name of body of wa W nearest r 'e g. river,
City State
Zip ` Day Phone 459 - :w- - < P
Fax
b. Authorized Agent:
Name
Address a? ?AA w ?
3. DESCRIPTION A.N'D PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavatipn and/or filling activities. _
City 0(tp4) State K)C--
Zip ??a-- Day Phoneo2G-D - (06%'42-11
Fax
C. Project name if any) ?????%?/??^'??
NOTE: Perrrdt will 6e issued in r+ame of lm downer(s), andlor
project name.
2. LOCATION OF PROPOSED
PROJECT
b. Is the roposed activity maintenance f an existing
project, new work, or both? ?
c. Will the pra.ect be for public, private or commercial
use? d. Give a brief description of purpose, use, =tbods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
f?k
County (2, .. -catlc?i
?L "; •Ate' 71
4 r .?^ F X
Form DClv1-1`1P-1
ql;r 0 5 2004
m. escri a existing wastewater treatment facilities.
4. LAND A.ND WATER
CHARACTERISTICS
a. Size of entire tract ?•-
b. Size of individual Iot(s)4•3 C6-vi? R.iG) 6c- a f,
c. Approximate elevation of tract above MHW or
NWL ---4 "
d. Soil type(s) and texture(s) of tract
e. Vegetation on tract C %
-66ftx?? CLAW
f. Man-made features now on tract
g. What is the CAMA Land Use Plan land
classification of the site? (Conj.& rh< local land use plan.)
-??onservation TrarsitionaJ
? Developed Community
Rural Other
h. How is-the tra zoned by local government?
Is the proposed project consistent with the applicable
zoning? ? Yes No
(Anacln toning eonpUznce eernZ=e, f appU=btc)
J•
Has a professional
done for the tract?
If yes, by whom? _
archaeological assessment been
Yes ?/ No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eli ble property?
Yes yNo
Are there wetlands on the site? ? Yes No
Coastal (marsh) ? Other
If yes, has a delineation been conducted? KYQ
(A=cA dooarwm"Han, if available)
?. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down" and residenpal discharges.)
Ak(
o. Describe existing drinking water supply source.
-- ?-_
5. ADDITIONAL 1-NFOR-Ni.ATION
In addition to the completed application form, the
following items trust 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
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, 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 71.0203 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 an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regardLicr that agency's use of larger
drawings.) A site or location map is a part of plat
requiremeots and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
? 1+ 1
Form DChl-MP-1 AUG 0 5 2004
behead City DOM
site. Include highway or secondary road
numbers, landmarks, and the like. 6. CERTIFICATION AND PERIINIISSION
TO ENTER ON LAND
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
1 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 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.
Name fit-?, prv?-
Address
Phone

Name _-5-tcyAxo
Address 5?c'"l te r ??-- ?--
Phone `5 ut,?_s tLb 1?T7 89521
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 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 Act (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.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the )S?I day of
Print Name ?`tE d? • ?C'
Signature
rmmdowner o Au: ri:e4 Agew
Please indicate attachments pertaining to your proposed
project.
_ DCM MP-2
_ DCM MP-3
_ DCM MP-4
_ DCM MP-5
DCM MP-6
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NO Please sign and dare each atrachntent in the
space provided at the bottom of each form.
V-;-4 nlior
Y
Form DCNI-NEP-2
E "" Kr C-, A
V A T
10 N
AND
FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sectioas of the Joint Application that relate to this
proposed project.
Describe Mow the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
ne!
(?tL or ti VA)
Canal
Boac
basin
Boat
ramp
Rock
groin
Rocs
break%wacer
Other
z.;ud .y
7homur'c
3Ubl1:--.C10n)
Average FL"
EristLag Project
Leagth width Depth Deoth

2004
Morehead City DCM
1. EXCAVATIO.N'
a. Amount of,-material to be excavated from bet `;.•
hfHW or i in cubic yards
b. Type of material to be excavated 0
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vea uon
(SAVs) or other wetlands? Yes ? No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
INIATERUL
a. L ratio of disoosal area
r
b. Dimensions of disposal area 4, 5cDo -5v.-
c: Do you ?;aim title to disposal area?
? Yes No
If no, attach a leaer granting permission from the
owner.
d. Will a disposal ar?be available for future
maintenance? Yes No
If yes, where?
Form DC?iN1-,%,1P-2
e. Does the disposal area include any coastal wetlands
or r wetlands?
(marsh), SAV:Zo
Yes f. Does the disposal incll e any area in the water?
Yes ? No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
C. Average distance waterward of MHW or NWL .
d. Maximum distance waterward of hiHW or NWL
e. Shoreline erosion during preceding 12 monchs
(Soul-re Of lrtFO?r'a:::Ort1
f. Tr-e of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead b.ackfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTMTIES
(Excluding Shoreline Stabilization)
a. Will fill material be be ht to site?
Yes ? NO
lie 5 2004
I Yes,
? atecial to be lac
-A 1, 61
v a s'?d p in
Moreh
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wedar
(marsh), SAVs or other wetlands?
Yes No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
Z- How will excavated or fill material be kept on si
an erosion controlled?
t
b. What type of construction equipment will be use
(for example, dragline, backhoe, or hydrauli
d red ;e)?
c ?
c. Will wedands be cr-ssed in transposing equipmen
to project site? Yes
If yes, explain s-,eps that will be taken to lesser
environmental impacts.
M 4 1'.f To c 2oy
or
S?aature C
D-a
Rerutd 03:9:
E
?J
D0
A
WHITE OAK
RIVER
SITE WH----ITE-OAK RIVER
CANAL
527 CEDAR POINT BLVD.
CEDAR POINT BLVD.
°
TO SWANSBORO N.C. HWY 24
m
r ?
y y
VICINITY MAP - NTS
/JAMES D. GUTHRIE

E. A. GUTHRIE, JR. LOCATION FOR
OFF LOADING --
SPOIL TO TRUCK
I
AREA OF MARSH GRASS
MEAN HIGH WATER -
v \
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x ,
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MEAN HIGH WATER (EL. =1.7 )
PRESENT DEPTH (EL.=0.2'--1.j') 4.2'
REMNANTS OF 7?????V?ARIABL,E-DEPTH
EXISTING CHANNEL
Pk (EL= 2 5 }'
PROPOSED
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ULYA19
LY IHIff
xf'l -
-2.5 18'
x MEAN HIGH WATER (EL. =1.7 )
DOCK
PRESENT DEPTH (EL.=O.2'--1. - 3) 4.2
REMNANTS OF VARIABLE DEPTH
- 0.9x EXISTING CHANNEL
PROPOSED (EL= 2 5 )
SECTION A?A
-0.9x J {
A A! i I; 0 2004
-1.3x
"A
-0.8x
MON-,?hcad City iNA
-0.5 x
WHITE
RIVER
0

X-0.6
-0.
X-0.4
?-0.5 =0.2
/ d
E. A. GUTHRIE, JR. I
LOCATION FOR
OFF LOADING
SPOIL TO TRUCK
HIGH WATER
NOTES,•
1) ELEVATIONS RELATIVE TO NGVD 1929.
2) APPLICANT.- AUSTIN GUTHRIE
527 CEDAR POINT BLVD.
CEDAR POINT, N.C. 28584
3) FINISHED ELEVATION OF BOTTOM TO BE
-2.5' (NGVD 1929).
4) MEAN HIGH WATER ELEVATION = 1.7'
5) MEAN LOW WATER ELEVATION = 0.0'
6) DEPTH AFTER EXCAVATION AT
MEAN HIGH WATER = 4.2'
7) DEPTH AFTER EXCAVATION AT
MEAN LOW WATER = 2.5'
SCALE: 1 " = 60'
A USTIN G
Sic. Vs?o`,
AREA OF MARSH GRASS
? JAMES D.
GUTfIRIE
DOCK
".. LINWOOD
GRIMES
Z
:.DOCK
? O
N ?
E ?
Z

FOR CAMA APPLICATION
CA
?N R DA TE
01123104
DRAWN
Major CAMA
Application for:
PURPOSES ONLY NOT
INTENDED FOR CONVEYANCE Q- APA/ Austin Guthrie
OF PROPERTY REWSIoN - D
8/04/04
9 SCALE
_ 60' TOWN OF CEDAR POINT
PR o3 43 WHITE OAK TOWNSHIP
S ALAN 6 Coco
03843 CARTERET COUNTY, N. C.
SHEE7•
Alan Bell Surveying, P.A. •
604E CEDAR POINT BLVD. 2
SWANSBORO, N. C. 28584
TELEPHONE: [phone]
EMAIL: [e-mail]
OAK -0.4X

D0?
A
WHITE OAK
RIVER

E. A. GUTHRR
U.? ' `t c
u
SITE WHITE OAK RIVER
527 CEDAR POINT BLVD.
F L
CEDAR POINT BLVD.
N.C. HWY 24
TO SWANSBORO
r ?
VICINITY MAP - NTS
/JAMES D. GUTHRIE
i
i
i
i

FOR CAMA APPLICATION CAR0 -01/23/04 Major CAMA Appli ca ti on for:
PURPOSES ONLY NOT oQ??N ORAWN
INTENDED FOR CONVEYANCE 2 s APM
OF PROPERTY RENSION - D
A u s tin Guthrie
8/04/04
28994, SCALE TOWN OF CEDAR POINT
$ ? PROD. NO
. NO.
WHITE OAK TOWNSHIP
GS ALAN 9 C_ 03643 CARTERET COUNTY, N. C.
Alan Bell Surveying-, P.A. SHEET:
604E CEDAR POINT BLVD.
SWANSBORO, N. C. 28584
TELEPHONE: [phone]
EMAIL: abellsurveyng®tcp2.com ff??
AUSTIN GUTHRIE