20021501 Ver 1_Complete File_20020918

k WATT Michael F. Easley, Governor
O 9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
rte' Alan W. Klimek, P.E. Director
>_ Division of Water Quality
March 17, 2003
Beaufort County
DWQ Project No. 021501
APPROVAL OF 401Water Quality Certification
Mr. C.E. Lassiter, P.E., Division Engineer
NCDOT, Division 2
PO Box 1587
Greenville, NC 27835
Dear Mr. Lassiter:
You have our approval, as described in your application received September 18, 2002, and in accordance with the
attached conditions and those listed below, to place fill material in 6764 square feet of wetlands for the purpose of
improving SR 1963 in Beaufort County. The project shall be constructed in accordance with your application
received September 18, 2002. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 3371. This certification corresponds to the Regional Permit Number 198000291
issued by the Corps of Engineers. This approval is also valid for the Tar-Pamlico River Buffer Rules (15A NCAC
2B .0259). In addition, you should acquire any other federal, state or local permits before you proceed with your
project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed
regulations. This approval will expire with the accompanying 404 permit unless otherwise specified in the Water
Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification.
1. Stormwater shall be directed to sheetflow at nonerosive velocities through the protected stream buffers.
2. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of
Water Quality upon completion of the project.
3. The road shall have no additional impacts outside the existing roadway fill.
4. No staging or clearing of buffers during construction is authorized.
5. The existing ditch on the side of the road with the pond shall not be modified.
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
M
F WAIF Michael F. Easley, Governor
?- William G. Ross Jr., Secretary
?OC? QG North Carolina Department of. Environment and Natural Resources
Alan W. Klimek, P.E. Director
o ?
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 that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please contact John Hennessy at 919-733-5694 or Mike Thomas at 252-946-6481.
Sincerely,
Attachments:
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
DWQ Washington Regional Office
Doug Huggett, DCM
Central Files
c:\ncdot\SR 1963\wqc\021501wgc.doc
Klime , .E.
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748
recommendations for SR1963
Subject: recommendations for SR1963
Date: Fri, 07 Feb 2003 13:02:52 -0500
From: Mike Thomas <[e-mail]>
To: John Hennessy <[e-mail]>
Hi John,
Filemaker Pro will not let me make changes to the entry for SR1963
because Tom did the original entry and sent it up. Anyway.
Issue the permit with the conditions that the new construction must fit
within the original footprint of the existing road, no impacts to the
buffer during construction, and the existing ditch on the side of the
road with the pond cannot be changed or modified.
If you have any questions let me know.
Thanks
Mike Thomas
Environmental Specialist III
NC DWQ WaRO
252-946-6481 ext:281
1 of 1 3/17/03 1:14 PM
\NArF
O ? Michael F. Easley, Governor
Wil
QG
D? liam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
' Alan W. Klimek, P.E. Director
> Division of Water Quality
o -?
October 14, 2002
Mr. C.E. Lassiter, P.E., Division Engineer
NCDOT, Division 2
PO Box 1587
Greenville, NC 27835
Re: Permit Application for proposed improvements to SR 1963 in Beaufort County
DWQ No. 021501.
Dear Mr. Lassiter:
The Division of Water Quality has reviewed your submittal for a 401 Water Quality Certification for the
aforementioned project. Review of your application revealed it lacking necessary information required for making
an informed permit decision. The permit application was deficient in the following areas:
The project proposes a parallel impact to the buffers without impacting a surface waters. This activity is listed
as "Allowable with Mitigation". However, prior to issuing the buffer certification for this project additional
information is required. For the proposed impacts at Station Number 38+19, please provide a site plan that
shows the protected riparian buffer. In addition, please provide an explanation that details the need for impacts
to the wetlands and buffers at this site. Specifically, the discussion needs to address the potential for realigning
the road. In the event that it proves impractical to avoid impacts to the protected riparian buffers at this site,
please provide a mitigation plan for the proposed impacts.
Therefore, pursuant to 15A NCAC 2H.0507(a)(5), we will have to place the permit application on hold until we are
supplied the necessary information. Furthermore, until the information is received by the NC Division of Water
Quality, we request (by copy of this letter) that the US Army Corps of Engineers place the permit application on
hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have any questions or
require additional information, please contact John Hennessy at 919-733-5694.
Si erely,
Klimek, P.E.
ec r
cc: DWQ Washington Regional Office
US Army Corps of Engineers Washington Field Office
Bill Arrington, NC Division of Coastal Management
Cathy Brittingham; NC Division of Coastal Management
File Copy
C:\ncdot\SR 1963\correspondence\0211501hld.doc
N. C. Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 [phone]
Customer Service: 1 800 623-7748

a
? S Alma
._- 0 215 01
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
September 16, 2002
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit, Application Review
NC Department of Transportation
75 R
t 8E 1 8,
Beaufort County: SR 1963 (Tetterton Road) from SR 1904 to SR 1901 (3.6 miles),
5 miles east of Aurora
Proposed Project: The applicant proposes to upgrade the existing 20' wide gravel road to an elevated
18' wide paved road with 5' shoulders and replace the existing culverts where SR
1963 crosses Pot Gut, a tributary to Campbell Creek.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 7, 2002. If you have any questions regarding the proposed project, please contact Bill Arrington 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 DATE
151-B Hwy. 24, Hestron Plaza il, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
021,5p,
Development Type FEE DCM % DWQ %
(14300 1601435100093 1625 6253) (24300 1602 435100095 2341
1. Private, noncommercial
development that does not involve 5250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commensal development
that does not involve the filling or $400 100%($400) 0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B. C. or D
below applies:
III(A). For Private, non-commercial
development. If General water Quality 5250 100%(S250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
111(B): For public or commercial
development, if General water Quality $400 100%(S400) 0%($0)
Certification No.3301 (see attached) -
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and 5400 60%(S240) 40%(S160)
written DWQ concurrence is needed
because of concerns related to wdter
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60%(S240) 40%(S160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more 5475 60%(S285) 40%($190)
than one acre of wetlands and/or
open water areas:
A
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: North Carolina Department of Transportation
2. LOCATION OF PROJECT SITE: SR 1963 (Tetterton Road) from SR 1904 to SR 1901
(3.6 miles), 5 miles east of Aurora, in Beaufort County
Photo Index -1995: 92-972 Grid R-4 2000: No Photo
State Plane Coordinates x: 2700835 y: 572879 GPS: Rover File # X073014A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/30/2002 and 8/5/2002
Was Applicant Present - Yes (J. Johnson, DEO)
5. PROCESSING PROCEDURE: Application Received - 8/26/2002
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Beaufort County
Land Classification From LUP - Rural and CONSERVATION
(B) AEC(s) Involved: CW, PTA and CS
(C) Water Dependent: Yes And No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing Gravel Roadway, Culverts
Planned - Paved Roadway, Culverts
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
Excavated Filled Other
(A) Coastal Wetlands- Snartina patens, 4090 sq. ft.
Spartina cynosuroides, Juncus
roemerianus,Ty_pha spp. Cladium jamaicense
(B) 404 Type Wetlands 2273 sq. ft.
(C) High Ground disturbance (in road R/V) 1.95 acres 17.54 acres
7. (Continued)
(D) Total CAMA AEC Disturbed: 4090 sq. ft. (0.09 acres)
(E) Total area disturbed by project: 19.64 acres (includes existing roadbed and high
ground disturbance)
(F) Primary Nursery Area: No
(G) Water Classification: Pot Gut and Shop Gut C;Sw,NSW Snode Creek C;NSW
(H) Open to Shellfish Harvesting: Yes
8. PROJECT SUMMARY: The N.C. Department of Transportation is proposing to upgrade the
existing 20-foot wide gravel road to an elevated 18-foot wide paved road with 5-foot shoulders
and replace the existing culverts where SR 1963 crosses Pot Gut, a tributary to Campbell Creek.
FIELD INVESTIGATION REPORT
NC DOT -SR 1963, Beaufort County
September 12, 2002
PAGE 2
9. PROJECT DESCRIPTION:
The site of this proposal is State Road 1963 (Tetterton Road) east of the Campbell Creek
community that is 5 miles east of Aurora in Beaufort County, NC. The road is approximately 2' -
5' above NWL. The general purpose of the project is to replace the culverts at Pot Gut, elevate
and pave the existing gravel road and install road shoulders to allow a pavement width of 18 feet,
shoulder widths of 5 feet, and a road elevation one foot above the existing surface.
State Road 1963 is approximately 3.6 miles long from its beginning at SR 1904 to the end at SR
1901. This area is primarily undeveloped and is vegetated with Coastal Wetlands, Riverine and
Non-Riverine Pine Flat (404 wetlands), with two houses on the road. State Road 1963 originates
in an easterly direction from SR 1904 between agricultural fields. At approximately 0.6 miles
from SR 1904 the road crosses the 30-foot wide and 3 foot deep Pot Gut before continuing
eastward through pine flats 0.8 miles to the 20 foot wide and 2 foot deep Shop Gut. Continuing
0.9 miles eastward through pine flats, SR 1963 turns northward and traverses 0.2 miles before
crossing Snode Creek and continuing in a northward direction 1.1 miles to SR 1901. Snode Creek
is approximately 3 feet deep and 50 feet wide downstream of SR 1963 and 25 feet wide upstream
of SR 1963.
The coastal wetland consists of Juncus roemerianus, Spartina patens, Cladium jamaicence, Typha
spp. and Spartina cynosuroides. The adjacent Riverine Pine Flats are vegetated primarily with
Pinus taeda, Phrajzmites australis and Baccaris halimifolia. Soils in the area are Altavista fine
sandy loam, Tomoteley fine sandy loam and Currituck muck as classified by the N.C. Soil
Conservation Service. Pot Gut, Shop Gut and Snode Creek are inland waters adjacent to the
project site and subject to the Tar-Pamlico River Buffer Rules. Pot Gut and Shop Gut are
classified C; Sw, NSW and Snode Creek is classified C; NSW by the Division of Water Quality.
The area is open to shellfishing, and is not designated as Primary Nursery Area by the North
Carolina Division of Marine Fisheries. The Beaufort County Land Use Plan designates the
project area as Rural, with all areas lying within CAMA Areas of Environmental Concern,
designated as Conservation.
The proposal is to raise the existing 20-foot wide gravel road surface one foot, increase the road
shoulder width to 5 feet, and pave 18 feet wide to provide a safer road for school buses and the
traveling public. The existing two arch pipes 73" by 55" diameter by 60-foot long at the crossing
of Pot Gut would be replaced with two arch pipes 95" by 67" diameter by 60 -foot long. The
existing culverts at Shop Gut and Snode Creek are in good condition and will not be replaced. The
roadway, shoulders and slopes at the crossings of Pot Gut, Shop Gut and Snode Creek would
extend for a width of 45 feet in order to coordinate more closely with the alignment a nd width of
the existing road and to improve safety of the traveling public.
FIELD INVESTIGATION REPORT
NC DOT -1963, Beaufort County
September 12, 2002
PAGE 3
10. ANTICIPATED IMPACTS:
As proposed, this road elevation, culvert replacement, and paving would result in the following
impacts: Approximately 4090 square feet of coastal wetlands would be filled by road shoulders.
Approximately 2273 square feet of 404 type wetlands would be filled by road shoulder.
Approximately 19.64 acres of high ground would be graded, filled or excavated for the roadway,
ditches and paving.
NC DOT has avoided and minimized the Coastal Wetland and 404 type wetland impacts by
reducing the pavement width from 20 feet to 18 feet, reducing the shoulder width from 7 fee t to 5
feet, maintaining the existing road alignment, eliminating ditches in wetlands, installing diffuse
flow spreaders in ditches before they enter wetlands and installing road shoulders at a 2:1 slope.
There is a high probability of turbidity to be expected during road filling and grading, and
replacement of the culverts. The NC DOT has proposed strict enforcement of sedimentation and
erosion control BMP's for the protection of wetlands and surface waters to minimize these
impacts. The primary use of SR 1963 is daily school bus and local resident traffic. The road bed
elevation, increase of shoulder width, culvert replacement and paving of the roadway should
enhance the safety of motorists using SR 1963.
The collective disturbance area for the project is 19.64 acres.
Bill Arrington
September 12, 2002
Morehead City
1R?o

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS
GOVERNOR
August 21, 2002
Mr. Bill Arrington
Coastal Management Field Representative
Division of Coastal Management
North Carolina Department of Environment and Natural
151- B Highway 24 Hestron Plaza.
Morehead City, North Carolina 28557
Dear Mr. Arrington,
Lindo Tippett
SECRETARY
Please find enclosed a summary of our efforts to avoid and minimize on CAMA and
404 wetland impacts on SR 1963 road construction in Beaufort County. The original
CAMA Major application submitted proposed to impact 6764 Sq. Ft. of coastal wetlands
and 4093 Sq. Ft. of 404 wetlands. The new proposed impacts to coastal wetlands will be
4090 Sq. Ft. and 2273 Sq. Ft. of 404 wetlands. Total impacts were reduced by 2674 Sq.
Ft. of coastal wetlands and 1820 Sq. Ft. of 404 wetlands. Enclosed is are revised CAMA
MP forms and drawings. Please let me know if there is additional information required.
Sincerely,
Jo n
ivision 2
Environmental Officer
CC: Mr. Neil Lassiter, Jr., P.E. Division Engineer NCDOT Div 2
Mr. Dwayne Alligood, P.E. Maintenance Engineer NCDOT Div.2
Mr. Danny Taylor, P.E. District Engineer NCDOT Div.2
Division Two • P.O. Box 1587 • Greenville, N.C. 27835
Form DCM-MP-1
APPLICATIO---
Cro be completed by all applicants)
AUG 2 6 2002 u
?s
'OAS ?r1L i. ,aPtiA{3EMEN i
b. City, town, co ity or t+at7 r
1. APPLICANT Campbell Creek
a. Landowner:
c. Street address or secondary road number
SR 1963
Name N. C. Department of Transportation
Address P.O. Bog 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Snode Creek, Campbell Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name. Jay Johnson, -NCDOT Div. 2
Address P.O. Box 1587
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace culverts on SR 1963
Widen and Pave SR 1963 from 1904 to 1901.
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Project name (if any) SR 1963 Beaufort
NOTE: Permit will be issued in name of landowner(s),
and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Beaufort
c. Will the project be for public, private or commercial
use? Public Transportation
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. Purpose: To upgrade existing an
existine secondary gravel road to a 2_ lane paved
20' wide pavement with 6' shoulders) to improve
safety of traffic movement and to comply with
State Highway standards for secondary roads.
METHODS OF CONSTRUCTION: Standard roadway
and culvert construction methods; DAILY
OPERATIONS: Conveyance of vehicular traffic
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
2'
d. Soil type(s) and texture(s) of tract
Altavista fine sandy loam, Tomoteley fine sandy
loam, Currituck muck
e. Vegetation on tract Spartina cynosuriodes,
Spartina patens, Juncus roemeranus, Baccaris
halimifolia, Typha spp. Cladium jamaicense,
Phragmites austraulis
f Man-made features now on tract Existing gravel
road and steel culverts.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use
plan.)
_ Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? Yes No N/A
(Attach zoning compliance certificate, if applicable)
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?
Yes X No
1. Are there wetlands on the site? X Yes - No
Coastal (marsh) X Other X 404
If yes, has a delineation been conducted? Yes
m. Describe existing wastewater treatment facilities.
N/A
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash.
down" and residential discharges.) Surface Runoff
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
0 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.
10 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
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
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
Form DCM-MP-1
AUG 2 6 2002
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
• A list of rei4&*§ staW8i+1fe"dei'?.i? p rmUs issued for
work on aJ Mecttcact-Permit numbers,
permittee, and issuing dates.
N/A
•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.
Name Myra Sadler
Address 465 Tetterton Rd.
Aurora, N.C. 27806
Name Weyerhaeuser Co. c/o Barbara Khoury
Address P.O. Box 1391
New Bern, N.C. 28560
Name Charlie L. Godley
Address 2701 Amhurst Blvd. Apt. 24-
New Bern, N.C. 28562
Name William D. Mills
Address 2186 Dolphin Rd.
Port St. Luke, Fl. 34952
Name Joseph A. Weatherington
Address 2310 Aurora Rd.
Ernul, N.C. 28527
Name Hyman Lewis
Address RR2 Box 200- 1557 Vinegar Hill Rd.
Aurora, N.C. 27806 -
Name Lee Family Properties
Address P.O. Box 758
Washington, N.C. 27806
Name Mack A. Bonner Paul III
Address 1625 Massachusetts Ave # 215
Washington, D.C. 20036
• A check for $400 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 lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION TO
ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to 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 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.
Form DCM-MP-2
EXCAVATION
FILL
AND
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or fill
activities.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(LW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other Road
(Excluding
shoreline
stabilization)
N/A N/A
3.6 45'
miles avg.
AU G 2 6 2002
N1
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated From sandy loam
to muck
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes _ No
d. High ground excavation in cubic yards Approx.
28.160 Cu. Yds.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area NCDOT upland spoil
area.
b. Dimensions of disposal area Varies by
location.
c. Do you claim title to disposal area?
Yes No N/A
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? _ Yes _ No N/A
If yes, where?
Form DCM-MP-2
EXCAVATION
AND FILL
AU G z P, 2002
(Except bridges and culverts)
e. Does the disposal area include anv coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
If yes,
(1) Amount of material to be placed in the water
N/A
(2) Dimensions of fill area 19,008' x 10' _
190,080 sq. ft.
e. Shoreline erosion during preceding 12 months
N/A
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1)
Riprap (2)
(3) Purpose of fill To widen road
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes 404 & CAMAWetlands
if yes,
(1) Dimensions of fill area Refer to detail
maps
(2) Purpose of fill To widen and Pave SR
1963
Bulkhead backfill
h. Type of fill material
5. GENERAL
i. Source of fill material
a. How will excavated or fill material be kept on site
and erosion controlled? Silt Fence
Form DCNI-M -3
- -sue
UPLAND
AUGy V202
SA? MAiVAC ??
DEVELOPMENT CoAS MoR??j
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h. Projects that require a CAMA Major Development
Permit, Form DCM-MP-1. Be sure to complete all other Permit may also require a Stormwater Certification.
sections of the Joint Application that relate to this Has a site development plan been submitted to the
proposed project. Division of Environmental Management for review?
Yes X No
a. Type and number of buildings, facilities, units or if yes, date submitted
structures proposed Widen and pave SR 1963
from SR 1904 to SR 1901 i. Describe proposed method of sewage disposal.
N/A
b. Number of lots or parcels N/A
j. Have the facilities described in Item i. above received
c. Density (give the number of residential units and the state or local approval? N/A
units per acre) N/A (Attach appropriate documentation)
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. 20' x 3.6 miles sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface runoff from roadway; stormwater
e. If the proposed project will disturb more than one capture and retention from upland ditches ,
acre of land, the Division of Land Resources must diffuse flow into wetlands
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion control 1. Describe proposed drinking water supply source (e.g.
plan been submitted to the Division of Land well, community, public system, etc.)
Resources? Yes X No N/A
If yes, date submitted
m. Will water be impounded? Yes X No
f. List the materials (such as marl, paver stone, asphalt, If yes, how many acres?
or concrete) to be used for paved surfaces.
Asphalt and concrete n. If the project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
g. Give the percentage of the tract within 75 feet of NCDOT SR 1963 Beaufort
MHW or NWL, or within 575 feet in the case of an Applicant or Project Name
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as Signature
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N/A Date
Form DCM-MP-5
BRIDGES-AND
CULVERTS
AUG 2 6 2002
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
if yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
Pot Gut.
b. Number of culverts proposed 2
c. Type of culvert (construction material, style)
Aluminum CMP
d. Will proposed culvert replace an existing bridge?
Yes X No
if yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
Revised 03/95
Form DCM-MP-5
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
e. Will proposed culvert replace an existing culvert?
X Yes No
If yes,
(1) Length of existing culvert 60'
(2) Width of existing culvert 73" x 55"
(3) Height of the top of the existing culvert above
the MEW or NWL 1.5'
(4) Will all, or a part of, the existing culvert be
removed? (Explain)Yes, each existing culvert
will be removed & replaced with a larger
diameter & length pipe (see Map 5).
f. Length of proposed culvert 60'
g. Width of proposed culvert 95" x 67"
h. Height of the top of the proposed culvert above the
MHW or NWL 1.5'
Will the proposed culvert affect existing water flow?
Yes X No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 2 x 60'
(2) Width of area to be excavated 2 x 10'
(3) Depth of area to be excavated 2 x 1.5'
(4) Amount of material to be excavated in cubic
yards 333 eu yds
b. Will the placement of the proposed bridge or culvert
require any excavation within:
X Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be excavated 60'
(2) Width of area to be excavated 22'
(3) Amount of material to be excavated in cubic
yards _ 1320 sq. ft.
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 2 x 60'
(2) Width of area to be excavated 2 x 10'
(3) Amount of material to be excavated in cubic
yards 1320sg. ft..
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
(2) Dimensions of spoil disposal area
20' x 20'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above.
e. 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 MHW
or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. 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: No
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
Form DCM-MP-5
(3) Purpose of fill
g. 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
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes No Unknown
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Typical Road construction equipment
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen .
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes, explain in detail RipRap will be placed at
the ends of the culverts for slope stabilization
NCDOT-SR 1963 Beaufort
Applicant or P 'ect Name
?, --?
Signature
Date
k
Beaufort County SR 1963 summary wetland fill:
404 CAMA
Map 1 1947 sq. ft. 160 sq. ft.
Map 2 None None
Map 3 223 sq. ft. 31 sq. ft.
Map 4 103 sq. ft. 3899 sq. ft.
2273 sq. ft. 4090 sq. ft.
6
2002
Tn`ti
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS'
P. O. BOX 1587
GREENVILLE, NORTH CAROLINA 27835-1587;:,
7002 1000 0005 4800 0924

-4-
(D

d -

N
> p
N C N

O L

` N

?
}
O Q Q ? Z >
(
???? ?
?
m
f
E O a
N d
-
j -) ?cc
N

U _ y a O
X
`c m
¢ d
a ???

N > N
O d d _
- >
i
a cc

o

T
. ?

?
d
a
d ?' d n?

F->' 61 N N

N
?
> 7 >

76
w

¢
O

} 5
N m
I ¢
F5 y
00

¢
ci X o
i
67
a? •a
o-oE
O •VI .t_. >, y
N O C O
N
Q•n y72 O
U
Ch Z N U N
?> a
8t to a) U
N C , -
O C 7 O Q
r d c3
E O C
d N R U O
N O
d C w
N ? 7 3 L 6]
O - t
ac>cas.
E E c m o
U a N ¢ O
¦ N ¦
O
d
N
Q
d
C
Q
V1
N
H ?
1-
ccl N N
Cc,, u
08 Q
rG .?
0 CV C3
S
ru
U-
0
0
0
ca
O
O
O
0
0
C3
a
ru
O
O
r-
N
U
E
OO
C
U
E
z
U
C
Q
N

0
0
tc'
r
fi .1047W
AAp?IvG ? q,
RETURN R 1
l-pEQUESTE
n `
-
j
cc
U
O
E `
O
O i
rn
Q)
T
7
r
co
`O
u-
U)
CL

IIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIiIIIIIPd
7002 1000 0005 4800 0979
N
N
N C
Q ? ? N
a a ° ( }
o k z
?? ?? ?
Q O
ai ?
do a

E ? N
d
U O N
m m E 0
Q p

cu

' co
w ? U ?
k
C °
? ? ? W.
N
co 0 Z
N C
cu
a
'O
d cu d
?' y Q p ?'
?>. g
N °
d
j > m
U N N N U
V

m cu
C
CT G1 W

? (..) cc
C
-
N
d
!n H . cn?? ? cc
-ce d X o ri v
N
d N ?
d ? a
E?2'
p E o p E
U.N?Ty
O d C O r
y ? N
Q N p N'O q
C7 U U E
?' ?C11 a
- °p
=
N ° 'p Ems- p
?c=ate o
N ` m O = p
E. Epcoc H
4 N CJ U U p N
cn
03??
a v >• is .= Q
N
EEc'S coo o
U .'°_' a. h Q O

i
a
N
Ii
Q cq
'0 N
ao
?pU
?0 V2 z
V '„S
a E?
U?z
cr-
r-
Er
0
O
O
s
Lr)
co
0
0
O
O
a
ru
0
l=I
r`
d
U
E
OO
q
O
.Q
E
z
U
N
N
o
N
O
i
a
N
N ?
E
d
a:
U
V;
E
O
Q
O)
m
7
T
00
M
E
?°
cl)
a

1?R 0+?? K A?rw?M
7o ForrNrO
n rowd. Ut1 NO Ad***
D WdW? O ROJSW
J3 AtlsasOW"Ot KAMA1
Q %* such SVWEIWUMW
o vet a wee"
a as MW two.ooos
O Oa* Cles?d-Mo O?d1t
Q tilMxt?d Far BLOW Add' i
RETURN RE
REQUESTE'
Charlie L. Godley
2701 urst Nv , A .2 -A
New Be NC 2
j ` N N
' y V d C
or C
a¢ } ° 2 d

q?
? cc
L
?
0
O
d a C
cc
2 N d E 0 N
C d ? w?CU x
000

a cc -
a C

d la \ ?:? V N y N U-
LU .
.
• ? ?
d ci x d ?^,

ID Q) .C
Cl N
E -0
U z
C
oEa, E
O C) •.. O L
C bA
y
0
Q 0 -2
C

c .> n v> >O
ro-y S- a)
c4 -a E r ro V1
Q
O
m
N
ro o ^
`
E:., E Ca
0 y ro u V O
3 2
N

C O N
0 Cr

y
a YC
N- 0 3 L
E E C ro or- N E
U
?

4)
C) N ?
a a, •?
E w o E
L
O O C .2
N _ N
Q O
rn '2 O
M Z d U U
y C)
0 45 a) co CL
ca Z cz a) a)
N O ` E ro
O C 7 O N
m Co C
N H ca
U O
a) cr 3 Y C)
y O l ?
O
N
N
v
Q
a7
N
t
O
d
C
c
N
d E ?
0.
O
w¢U'
???
.? m
y a) •°
L fA Q)
C a
Ql ? C
? ?
N
N
ON
? O ?•1••1
Q a?
0
I?
O
s
cr-
I]
m
O
CO
s
Ln
o
0
0
O
O
O
a
fU
O
O
I-
:10:
U
N
O
Q
U
d
-0
E
z
d
Q

0
a
U
O
E
2
U
0
0
7
b
ce)
O
1
C()
}
? ru
_n
a-
I]
N O
I]
ro `?
W
C• Ln
> O
CD O
d O
.si C3
m O
Q ?
C IU
O
O
I`
a
R
U
N
O
Q
d
E
z
N
0
0
G
U
CZ
C
7
d
CZ
N
E
0
0
Q)
Q)
T
T
co
co

0
°
0
co
d
m +
m ?
4)
d
a0i
IL
G
82

v y
a? •d
c?
Z C
Q) Q)
}
O
C
V
cal
G
O
a
U) cc
(n c
d 7 CI
CL
Oi
w ¢ U
-0 A
ado
T C1 d O
H
N r- O? 7
O U c
??
c?
}
? Ln
E-
0
0
C7 O
s
Wx
r Ln '
O
> o
o
0
d Cl
v ID
O
c (U
O
-- O .
C)
Q) N U
1>0
O_ c6
E? gE
V'N t... TO
Q N y -2 O
C7 U U E
ID
%
?>> -
a) co C,
N 0 p t6
_•O C 300.
? « ro y N
n m -0 =
E' Ecc,3:roc
C O U 2
C) N
a)=o3^0
C' V T?% U C
E E C ro 0
U an cnQ `o
!J U:
?i AUG
# -0
LL T

,w
N
d

d
r
<
Q y
O lV^'
ti
QI
O N
E ro
o O Cl o E
U'y L.. T N
N O C Yp L
N
Q N y -2 O
CJ U U E
C)
a «
cc 'o . CL
0 ca C Z U
N C O O
r au roy
to i a) ?
E _ E ro c
a) ajUUO
O C d y
7 3 V
O C T ro L
E- E C M 0
O
d
N
Q
N
U
a
C
L
U
`o
a
'y
ca
D
N
d E (]
w ¢ U
???
C a7
• N
y y N
U cr ?
? ?
110
O
? N
O .r
O
6
O
0
a
O ?
O ?
U ?
? r
E 000
O
z M
E
U 0
t LL
4
N a-
0
N ?
} o
? ?
m
?- o
O
0
N O
m s
W
Cl. °
(U o
M
O
O
U C3 Q
Z; q
a)
U
CL
C I] E
7
M d
r- Q
U
N
E
O
0
m
m
U
.y
O
a
z
U
Q)
01
rn
_T
"J
00
Co
E
n
O O
d t? ?
O ; 'a
a -
O N O E
O
U y -0
y'O C ?
Q N y O r
C1 y V U
0 L•' O N
N a C 0 Q
N ` d c .-
a N C O ca co c
V O
a) a: 43
m•'--o3:oc
O TY U c
B O
E 0 E c = 0-. 0) 0
¦ ¦ ¦

0 00
N
?0
7t:U
z
<
a> RY
cl
Q O

m
_N
C
l6
L N
U }
?
O
a
0 U
> y
C O
i p
i¢U
1 ? ?
m
i -
y ? a>
1 y N
v
r -
CD
cC3
O
O
Co
ul
O
O
O
M
O
0
a
n.i
C3
C3
r-
N
U
h I
O
a
E
Z
Z
A2
N
N
O
O
0
0
rn
0
O N T)
N > O
Q > -
O cc
• O
2 N O
O h « T a)
r ° v c °
Q N y o •.N..
t Cs Cu
U
C > O Q
coZm -m(D
Noa E.C.. cou
T
r a) f9 N
(n o ?-o -
E c E c
a) y as co V
- N c vL..
y N
I ? ? 7 3 .L-r N
Q V >+ (4 L
I - o ~
E c:S m c
0
N a cn 0`
Q1
N
N
C p
?
U
d y
} °o
g

O ? ?
i
?
Q ?

m U-
°'
u E p a
i
r d O
V Q
j ¢
]Do k p
,

i - d
>
c14 O
_N p O C)
N a? p
? U
c C:3 a
? ? CI U
0
E
7
ru cc
Cl U
C) ;
O
0

U

00

O N
O
E
o
o U o
w ? ?z
m O M d
a
Q
Z
?a1 °p
3vaz N

0)
D1
T
75
7
O
CO

cu
cn_
N
IZZ
p
(V
U 1

('` I vlu
(
' L)
L,%r h
I`1 ?i31 I 2

I
I8+ l3 I'u1r .t -W Z2N

r
I
I -N
If tfn

t
? LY
o
0
?
°
1 t rr)
? `? o
r ro
VJN
Iii ?
lto FS? 1' Drr I
S,)i I

?

j
A w
r) i-

v? e ,
I
N li ,1 ` l?J
1
12+70

(? I I Q 11+5$

h?l I 1 +31 .-I(n _

t1 I ?
ru
a.,
r)
i-
W Q)
OJry)
N
4i
f?
Te-

? 3I I ? Ic>I_28 1.5' Urr.

4f

I I c'
(.i? rzr
F r.)

w? -

`

Cr+ 43 ?` ter r ( J?
7)

n
t
a p u1

i ? to V)
W oyr--
?mow
I
G I
va r

n J Z+2Li G' C>?-r
(l,?
? I
I
G?? J 'r?R,IN,
r
Q ? r ?
? o
o
• ??ti S

tr)
u
K
Cir
I"1')q ?GN Gi
fE
N n
•? l 111 t ?,
.J?
W r 1 2

C)

(U}

tu3

C.
to

It) ty LO
_, glil C`) ?i
.o 3 r
3
=t

LLJ
C_)
U
Sit/) J Z f 0U
T
c'r s 1 + _4. -)
- 1?
D(- 4-1+31. 8`1
I I J
J
I u
c
I cJ +
I J J
w r-? 1)_tt )
II 221
t IZ
I
C?' Q
I J W III
S I In ? N
7 t?
I ((yll
I?
I I
?I I
I i'T 38 +16.91
1. Y

I ? 0 Ul
?
i,. ?
nj
U
?? c ' r'

' I p
U1 n.1 `f'
?? I S o o 3 if) l-
) f.
K
t I ) u
IY)
I _j ccw
34+$l.1
W n
0 3 3
\1.1 0 O
t4 a
W ? N C4
K? o In
2` mW?
dui 0
?- W
h
V
it
ty U 9V)
d L,U UOr(T
04:
P QU1?Jaw
CID i
01
C

ti_ u)
N tL yy
J
V) cl
? iS s _J

CL
3
N
'
11? p
d a 1

? K
LO (Yt

u >J,

LUl V' I 3 tai
U)
of /
1 t1
3? Co
J. 3 U-
V O -D
its v; \9
CQ - n
Ilk) r 1"
?QQ f J CtUI 1J
O
I I >Nr
29 80 2' IDIT
-?LJ vrl~2 y L J
J ?) Q
N tr 1 ??! W a LLI
? I { CL q D
21? i Fc 2842:5.4o
?2
X01^?U )'r Z7+40. I 077-
(a 111 ' OC .;
_G o
?- N
°''?y I I
t?J V I l V
0
I- 1 ? ? 7z ?d ? 1yi r J 1?
ou'?
m?)., tl ?n? ,bps ?f JU
n ,. Ir n p u ,S
wat
r t`! ?
W
prti
0
c
¢ Q Q
z ?
g a?
I? O
V1
Q
L_)t-HOFL::,I` i LC,
., 00`08 rtS ??iv/
7N?1 fj
?U
t? I I t?? n
tr

0

fl ?? ?! I zft
'

l
' W tp-? "WW Z
q
-? ? I 6 tog ?. _n ?,

• S?
?
?, ?? I I Z?va}S
xs,

I T
-
5
-
Of n '_-
LI
, f
(
,
(n ,;o r- -1 0 p j k m
6 (+
"
s°
fl
• WA
W
s
6 I'O
I ?

I
? 88 ?i I
obtSO

f- C,
L 1
41 ---
AN
m O
?? I ? .1 Z tR

_ -D
i

I I
)
r
p
I ,
0
I G1 i
-- 1 C
_c--
--- -- - - r
J-iC-t ?3'fiZb \
I , r»
Om
I 1 2
r
- f
I ?`
- -
7F I
---
11? ,Z £?f???
I ?)

iY pm
- OSfi?b D
J
n A n ^
0
tp 1
tk
N Z c
(I (TN 0 (
F.
't L C)
-
(n P
tb

r
?? Im!?
N "1 N
G
- N
0
Ct

L t
to -T)
I 0a,
L
C
' - m
`
4
j v
Z.
p
z 8 W

- Y a
.>-In :L T .-0
rn
•? I ? ?? rrl

Ts r
r-
m I I M-
f- I I n L
(- J Z
M-

N
r+ I i' RI

-
1
fig I I I

1 Z7>
Q z G!,
I I
yam` ' V
V
I?
I
I , ----------?
W cl 15
ij (.3 . Is r +o( I I
sur,3Z*z01.-)ri Z'n
II m0
n+
I I L C; r,
mAr-1dD-0
_ VIN --^,
J CAP o N n
(p !3
tit t.
- tnJ I?+
?om wrl
I
EA"n,+Sa
II
II
/YIRTL/JGi NE S-rA / 07 + o0
Lt -1
7_ _1 G
f•+ ? t?l
(n Cr
(79
r?
T+
"'Nf
!n r
fr`r Z?
4
.11
U1 n
f .1 }
L
°04,29 t
? .???},1 ss+ss
r
f
b
1
M
?, (+t
?hjNln
BLS ?N????,?,Il Z. T-

J N n
o
N c
I I ?? Go

II -

L- J
? i llQ,l 59+ ??
1
M7or-110
I M , 4
_1 rp N r` N ?1 6
anN - rV+
0 (n S

LIQ .Z ?
I U+

O O
? ( 0

cn
CAP ' -.
m - r% ______ ors+b?
cwm n I ?? n 6-
(it ?D
Ior M ?-
"0 c CY (r\
r
r - ?nt`m
LA 0) fs
gro 03
tfi
II Fu,vc?, y ??
I ?c-nm
C
1 "
r
( r ?1 i o z t_o+ ?? I I ?`?
?r
m M r -i C7 D b` --? 8 f r 5Q1 C-`?
r . AN ??ocA 11 44-1J
(Z AZ 4-
G3 I I ?
I p 4)
--ANZ +q I£?: J
q < 1 ?l I n (IL
tt? L co
DrnC n ? I `,+? (? ??i JO
x Z- 8L + b+ b? 7
U, m
U+ 0 r ?. 1 !II
41. }
' (n as -• o. s ?'?
G.)
\. _ -7
4 4'
\ \ 2? ?\ ASV- / ?:? A
(A -1 u b?
( r p cj 7
1
(a Up n r
k z'r ? ? ?W cf (?
J t;? r y

.^ - (D??
1) C
N
6 N T:

_
p
m F m
(X

c? n °o
n rV

r
6
Q
N
11 N
i?N9
N
t
J 2
\
3.
J ?
u
?. 3
rJ ?
t?
O
x\

0
CNt
'J
Q
Iav
r?
7 ?
Q ?
-Lff--no's 1 '- \ w
? = 22
c3
t, l tY3 n N
J
) -.D
C? - r)

I J N
rl ? ? - l.() V M U1 ..) f "'
2
•• •.
I
? In i
?!

r:r) n3 ro ?• h ?
C? v U 1 __i Il ,
. ? Lt

"

1 N 1
vI _
r)
S
4 3
Z `a C!) y 0 y?In
r
19
2 Sx- t?q? :,
,
? r?,? ._ - to
00

?(I ri
U I
3 X 1
P IcFJoCw
J '2 I ,?

-------------- -

I
-?- ?S S--t- 13 I .} r 3.54
ro
m `? 3
r I
'
2
? (,i 1 1 t;
u
?

Ld
\j
Q
\ n?
CL
LL
J ;1 1 k92 0
? tz t 00
s4 _ can
4) -' 0 0 m
.
i(
LI t d• O d; r "? ch
S
J
rV?ll I2 9 d
CCQ?1-Jaw

{
\ \ L 2.A- 1 \
32Jk

r
>

i
0 r1 ,m
0J
oN
'l
r?v
tJ ° °? -- (- N (p C?
'
I I
tnQ'-
N ???v
u n t
I I

13
Y
O ,
O yr ' 4
+
m
°
° N
- g8
4b I
I -!d

-
r 0
1'h
r
-
om
-?NNdcq 9 ; I I I? ,UfM
tt. ?an?.taW ?` 0
w
Ij 7
x,
, \
? X\
0 ?
\ '2 m U)
N
\\ J V? -2
? \ -W-j -
fi J?2
x J Q (??
?J f r

c1J 8
S ?
i
r

m
S _
Q-Zr
._ V110?
X
0
2
? Y
?
4 R !)

0 M
?
J 1l. ?

r
to k J

N 9 ? ? Q
r J
v
Cpl
N J 1' ?
tU (Y
??
yi"
0 8 p
%u J2 u
n
Q
a ) ,

of
`3 ro In

'

\0
(IJ
m

t
ti

W
9
° '`

r a
r 01,
'
/l N
p
IN 09 x
?
,,t+? aj

/ c_

N O-q
J
N 4+z4'?8
Pr I'I q-
:
?
C
0
r?W ? I

I -
? h'1 I
i
n
J `
< Z
p n 1 I J? j 4 ( p; ?
U ; s c (? "+ U 1
?N I
0r G! --4 w
I I

i
I N
U, Z I 4
I
s. I
>x ITI + 53. i9 T-

10-
n1 ;

I • ? a ;
t,.I
FL r b LI O I

I? I
4r? I S£' LL +081
?
- 11 0
r??D?

??
1 1 A
i. k D

m

01
-
SS
1? m 2t r -i d D
4 :
- 'D
? pI m
7v
rf

?'
N II N „
u
'??NFW11=1
?? 1
-4
1 r
cu chi
cn
rn _
?' r' 4;,
t5 „'
1 1
(?

U 1?I to
Qu 6
.)
6 J v
o
nl -
`N , ,
)
\ r .
N Q 1 pl
N
oU
>? Z 1
?¢O
[
n?
x
,bye'
\ b
p ?

ID (.n
o
pF

N[nt; p+
1, Cil
?
-

•
M`
%-
Z Z (?
Z,. •b% Xs 11 0
--4{p? N J cn... Q0 t
6 In o 0- (I ?2 y © -
h
GnTtn'

CAP
J
0 ? ?
1 1
gN? ? ? I
I
w ? -?sr z ?A,7 fl ?I z9
;
? mr?jq L? fl
D rj
N

In
:
W CJ " v -
6 (' cl ' + tsL EV 4051 'M

p ;t?
9 /
I/gy
jnn{{
FJ' / C

Sp

i
f
?Z o
\ lb -?
mmF-40 py
n, o
i
1 d 0s r C?
z ?() r
as ?, ? rsc, 9U. ? ? m ?
G4?o5~\ s+aas 11 S¢ Jr ??
loo -?1 / F ru m n r ? •n
o1Yr _?n- ?,?! ??-
30' PROP. ? ,.l _ 1
cn vi
o n? n1 ?y ? rs9 t ?, c, ? .s G IN -.D G .
v
i
c?
f
< c o D `?
C ?
z- m 6 !?? N
•
Cl)
Z yam!! ' ? 1

? , N L

T r i z

t? C}1
'U
i ?n

i
1 U
?' )
\
r
(J GV' ? 1
Rte
(i D ? Sl
T
4

8

?N
D
64
?C
TC
Io t?

L
?nrRl

('
\ r" r?l rJi ?? ? o
f
N i rv
J ?
C
?,_ ul: i
II
/ yI I an x
? I
(
'•
n, I _

I U
mQr
J
t_
ID
I ° n ? I bL i> _I ?
z

_ _ ?-
oAh cell .
.
N ro
rp ' •{
Z _

4i o? -d i?ri , z C L .f V n 1
> m
I ''
I
rrtnr'-Iu p•?
Jl+f I -

\Rl

?d11 4
c
tNVNUb
o
In
t"t
tu? ?y1c ?zF tit I I 9 tnF CIT1
?
2 jon+r-?I C d
C) Go A) (f1 J
j

rt0 r
_? eo,
(71 (11
(r
rn r
?`?• -?N- oaf ? rl/ s q? R1?
? ? ?
:?. r'
`
? Z. (rl h V
11
e.l ill (' :il '?
Z-
?: i
Q
Q
W
J

J o
Z LL.
LL
E LL
? Co
`
z
J - LL.

` J 1
(? N o
H V t\
F- Z w N U-
Zz 0 II II N II II II CNN v m`0Z 0,
N
C)
e
° 00
r\m z II J
LL
3
_ .

- ?- g
Cl) Cn
-r:: m?i N
-=
v >
> ` w
¢Q ` `
QQQ tl II v~i II x?? m S u?
y°O 0 1?
?CN IL
0 z

Q
v
0 a
Z z N z
€Q ??
n
Dom 0 OO - 6
: 2

?
W Q
N N Q w

a

W
?=Jo Qw
? s
-
U-
Q J 0 W o
m
mm Q HQ N
P
Z
0.
A
cr-
W
J
D
Q
In
Q
cr-
c?
G

Z
0
r
O
Z
ps
1., 0
C 0 z 0 J
W-
a
0
W 0 O OH
O O 0 Oz
0 O 0 O
S
I
I
1,I III
I I I
I II III
I I
10
? I
'I I
LL Z
j d ?I [? ??
I I I N I i
?
? I I 'I
? I 11
II
1
1

'ors d?
I
J
I ,

I I i,
I
`; / III I

'I 0

w
Z =II
J {
I I ;' I

I,I o
Z N

LL LL
O t
?
i?
l; I' I = Q --I
'p j
x,
I , }

N'
o x l l i xx
{ b If dS

s l
' as ?;??
Z o

W I
F' II 11 N
-I J c
<

w
7
1
11 1 ?? -II

ti
Ili
I 'I '' " mN

1 '
/

6 „il I i1
I I =

Ar
I V)LU

LULU
_N
?, I 1 111 a
N bN x 1 l i' x
i ? b III ? 1? yIY ,
`" I ' I I c
?01 GO
o
7
a ?
'I Ii. ? / dS
9 Q o III I t
N II ?>? rl 1 1 I
?;1 ?; 6/•/Lf /?' *D?Sld
H/ ?I li p ' N Q
rtl I I Z
I , U-
V) % W
N
li I t I ?
li I i I ? W
W
I J
?
J
? w '09
"
N
LL.
I '1 I ? l Q
I' I i I U
I
O
N
O
O

O
kJJI
LO n
Q 2 O
w a
LL w
II J
=1? _? N O
=1I N o Z N
-II d x
w k4
CL = A
tir Z
J U
j
L U
w
z
A
b ? W
O Q
N
=1?
w.r t a
=1? w
LL
III
Ln
Q

z z
W
w

O W N
J ? O ?- V= Z
- N
1Q
o I.? O O Z J w N a
O a d m J O W C ? Z ?-•
C
w Z Z Q u J O J
r
? d V 2
,., C W O p.
2 O O
N O
OC V O d O ,
°.. N N N
V O 2 d O
aL O O _
Q .-
? ?
Z
ti W
N
O
V
O
O m
U O
O
O O O

2 S
¢ a- ¢
3
¢ ¢
W
3 t%.
Z
¢ Z

?-- W
N
O W
Vl
O O W
Z Z
Q Z W

1- O W
N
O W W W
N
O O O
W W
O m ¢ w W 4
Q ?-' R
O J
.-- N Q..
O d
O J J
? N Q.
O 2
O a d d
O O O
d ? W W 3 3 V v
V 3 d a 3 2 W 2 R d R d

I
i
I
( l
l 1 1 1
i i-
1?- k
Q® -(5D R

?? A ? x E m ? ? x ? o a a n - - m o
oo °v v v in _
r A ? ? N oN
a n m m m m
0 0
m 0
N 0
N -1
m o o
m o
m •--1 ?
o E
m ? A z v ?

0 0 i
n
0
o z
c'+
o
o z
n -
N m . m
a ? ? < ? o o
a °
?
m v
°

N N
o
? m
O
A
?
N
Z D -r r
? -
.
-
a r
m
?,J
D a G O O O 'O ° Z m
Zi C'> •O
? - 1?.
m o s ? a w r m m m °m 'G
z -y a in a
-1 m a m m o rr- r
? T r
N
D T O
m
m
z Z
-.
cc)
r
K-
m K -
z
m
b
fO/) n
b n ? ? Q
r ?
O m
y ,
x w
m i ? 4
y x
N ?
h C)°
0
N /n
r
m
0
D
o ?

? O
b b

y
y
y
o co?

N
y
b
?,
n ?
o?

?
'v
t I
o Z ?
J
b p N
n
?'Oy p \0
c?" G
` b y ;ti
n
? ? xh
n a
x

r
r
a
0
R°
Z
m
r
r
m
r
r
In
PTSto, 38 f/894

-9
it
I I I
I;I
I I;I
I I,?
',I t
6C
r
Ilt
I Itt
I Irl
I,I
r
II
1;1
I;I
? Irl
'I
Ni
1
I I?t ,?I
I r ti
1 , ( I,
I;I !1 I;
I;I r I;
1 r ,
111: I,
, Ij; t r
, f I, I
it' ;1 I, I;; I
1
;I t; 1 f
ri ? I'I
rl ? I11 I.
I ;t
? Irl
,
I It X
1, 1 I
I,
I, I
t' 1
,
I; 1 I
'' I
,
,; i
I; i i
?; i
i' I
I, 1
,
I I I
;i
' r
l
i r m
m
CT
I
1
m
m
x
n
m
c
Lm
X
', I1 N

;t
I
I ; i >r
I

i ? I; W
I I
'
I
I ? I ,I I
I ? to I
I
I
I 4
I' I
j W I ;t

I I

I '
I 'I
,
I i; I Z
14 rn
I
,
I
t I I
'
'I
I
a I
-0
vp v
?n v
000 N
0 000 z 0
N W N N N
_
0 00 0 0
fi
M A
00 m v
r) 0G) z
2 cm rn m

r r

00 ?r
W
O
Z v ? Z
m m
v
p 0 m

--,
? Z

0
m
rn
Z
-! m
z
0
rO
oe,
I Sto. 40f0000
N
O
-
cnn `-=
!?:--i
Of""I N
I_y D 11 lY?'
.I
I?{{ Y?
C7 p

h
N
S
636 opt

C ooi O D co)
z?
CO) 0o
ar t
v II ? ZIC? f
o
I \ _
to _--
-' (J a ?I=
r ? rn r ?
P o
1
o T
m
?

< 7
? o
o

W w
J

? J_ W
?
F lL F H w
W ?
I? w m w W
U- V
_
m (I
v)
V? ? 0
W

W
O
N c)
co
N N
{? Z WN

C)

a O

11 v) N `O a M ?lL J ILLLU

d -,r Z 0% ------
___
mL w = Q Z
r- 0

`' N J
W
Q
r-
Q7
a. /
i
,.._.
u-j w w w w
« « II N
II n ?
e°
N K
u ¢ _ c-4 k"
< g
z 9
e LL w w< O Z P

Dom z z v) O d
OO Q ?o
z Y
VV
?LL5 W LL QU
uj
mm
? °s
a?
a
M
w
to
w
Q
W
r
W
3-1
W
A
N \
Z
3 oe% z
3= \ti
a ti
w
o \
..
?[ rvI j? 1
z
0
t--
CD
Z ?.
w
W
2
H ?
a
w
a
W N o Z ?J
O
D w ??
w
0 Z Q
Z_ w
-' <0 j
0 =i
?O?F.ry Q 0 O Qw V
\ O NQ
\< LL ... O W LUC7w Ow
N
N N N _/\J
ti? w ?N v O mp:CL O
No
0 0 o ^.1
/ j
?Ix
O
N
O
O
(O
LJ
U w o
U a
w a o
_J J
d N N
(n 0
0 F ti
LL N
x Q
w w
a
x
bN ? Z U
a
x
z
``' U
J
b Q
N ?
_ U
CO)
N O
d nO
-9 U
Z
W
LL
_q J
N
U
w

O ?
W V
N
J Q J O ?- V f-- Z
w
Q N

N
O -

m Q

O
2

O
W

?

Z
? ?

J
O
N
N C
tom.W
(YJ
d
P A W 1 ? a ? W a Z d O O ¢ U U Q O W N O N
O 2 d O W
> ?
J Z N O O m O O 0 0 0
O O g _
_ - p
3
a Z Z
W W w 3 N
6 Vl
N O
d O Q -
2
N O
a O
d O O O
d d d
3 a0 K ?- ?- ?
?-
c O O J
O ?- O O O O O
O w
a w W ti 6 6
3 3 ¢
O
V V 3
W K
d K
d 3 K
W
d 6
d K K CL
d d d
i l
l l

Z
s
o
w D
w

\
LL z
o
\
. f
O
Z
\

W w
=

a
W
V
O
\ ?+
U a
N =
0. g
a =
CL
Z
g .
w w
to
w
< w
m O
3

O 0
`C f-
0
Z
N
a
a
O
Z

n ?

ao i l i !
1
i vi
0 ®
ii'-K-
O ? •-
? 'D 'O 'O
?
x A a ¢ ? ? ? e !?
x rc Te T T A
A A A
0 0 0 A
0
0 E
- m A A
m A
o o - o o a a a -
? -
°' o

O "D "O
0 0 0
V
0
V
0
N _
N
-? z za
T V N N
°°= 'z rN- m
a
m A A
?

A ? m

A

?r
m
0 0 0 m
0 n
r
o z m o
c'> z o-
o o n N m i ?
t
-. r
n r ? ? z o o
?
m v
° ?,j
N N N m O m
"D O m A N 2 a ~ m -
-. r
m

r o r
m a ?
m z O O O ?
z a O ZO A
m p ? z m ran
m 0
a
N N Z
!'? o
T
L ?
Z Z A
A
- O O -
2 O °
r
Z? m
N ?
m m m m
o r

N
D
m
0
m
z
O o
? A
? r
= z
(7 rn
D
O
r
z
D
O /
0
G)
N
Z
0
20
m
v /
n
0
c
N
II=
(I
p= o ??
I?=
111
11
[il
it l
1
N 1.1
i il+
(?? 11
I\ ? 1 i
i'
x?
1
l1=
0
A
Q° O
41 K-
rn
it I4
z Z `z?
? m
N ?
F\D O Z9•t/+/7f/ •o-/Sld
O
f ; I^ L 1
/l I

b z ?
d o x o
0

0 CO, b Q ,r :V O `.Tf
zx
C ?
b ? ? ?o b

C

Z
C
D N
n

D
R°
W
M

In

W
O
z
z
m

D
c
r

C T)
r
z
z
O m
Z -
z m

O
? b
Q

z
z b
m

c:
n

Ln 0
A
f m°? H m
A ?
= Q
o O
?Z Z
A C
O
II= fp ::Eam

DO
m N v
roK
A z
z h `Z' o /
m to In F
N
o O o
r
m m TI
0
N O
z
o m
N
z1
m

SNODE CREEK
111
--
--------------------
--
1'1 hx --
f? W O
jail ? Q m

111

1 z
n N
I\
I
1
1.`
1
I1
l
1
I,I IR
I 1 i \
11,
I'
T
1? 1 ?-
P i ?+ k
I nr_
ZZ
C rn
Om
I? m
41. O?
1 1 x
W 1 ! I?- O
4 1 O?
it I
?I I 9 O
it I ;I I?x N
r -
m
m
m
n
"O
O
0
m
X
m
Lf)
I'
5/?•98f ??l •o?Sjd
I Ii

1 1 1; I

1
__

I CX7 1 11
111 1? m
S-
t" J ?p ?
? 1,1
11 l',\
1
(A D D ?'
r T
rn
O r

??_.
-

m
?v
v
vfr?
T
rn
m rD- rTn rn .
..
?° s 70 ;a
00 A
O FX
O in % O
N
m
A D
O
O

O

O
p
10-104
? 00 4 >o
D
E 0 o
O
ZO D m m
D" o
Q$$
R *a 00 0 0l„
0
(
1
--11 T 20
II

«x O N
1= n
m m
Or
m 70 .p,
CO
A
it II = rn O
2 p°
0
O N ,-p A OD D
r Z to 0
, m ! 1? rn A rn

p
r
?? v
m
Z
Z
C o s
OT m
_- •-
--- -
I
rc
x $
p
. Z
x

-n z
m
-I - Fl A
TO,
-i 00
T
M

M
?

W
p

O ? T
r

D?
a
x x z
It II 0
`O V N -I
o
'001(,)
CA NN
Tppp11
-i y i T
P
r -
m
Ol
a
4
In
-0

t
o_?A
20?

22
as
-

0
m
m

Ir Z
0
0
D
J
I . 4w
DETAIL MAP S
CUTOVER WOODS MARSH I W MARSH
? W
-----------SR 1963 --------------------------
---- BEAUFORT COUNTY---------------
YARD
R/W
RIPRAP
---------------------- --------------------
? u M1. ->
----------------------------------------------? _ TO SR 1904-------
---- RIPRAP
R/W
REPLACE (2) EXISTING 73"x55'x6O'
ROADWAY IS
WITH (2) 95'x67'x6O' TIDAL
.
AND EXISTING
TO BE PAVED
. FLOW ?c
FULLY-COATED DETERIORATED
PIPE ARCH TO BE REPLACED 4-
MARSH
WITH ALUMINUM PIPE ARCH. MARSH

r?
CUTOVER WOODS
4-
2.0' I
ROADBED SR 1963
NATURAL GROUND - -
--r
NORMAL WATER SURFACE --
PROPOSED 95"x67"x60`
STREAM
INVERT ELEV. -7.6' BED
WOODS
TO SR 1904 & NC 33 - 0,
EXISTING 73"x55"x60'
WATER SURFACE
AS OF 9-8-99 IS -3.5'
-------------------------------------------------- -7.6'
INVERT BURIED 1.0'
S
/i
PIPE REPLACEMENT
IMS91
N.C. DEPT. OF nuNSPORTA77ON
DIV 2 D= !
SR 1963
TETTERTON ROAD
BEAUFORT COUNTY
AURORA MWNSRD'