NCDOT 88-86 Welch Creek & Conaby Creek

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' Permit Class Permit Number "
• New STATE OF NORTH CAROLINA A88-86
Department of Natural - ,Community Development '
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' I �, ',}/ , �'j P 'AY i 51986 '
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n Excavatiort ft. ' -ysbl i t to NCGS 113-229
• lssuedto N.C: Dept. of Transportation, Div. of Highways, P. 0. Box 25201 , Raleigh, NC 27611
• authorizing development in Washington County at Welch Creek and Conaby Creek ,
near Plymouth as requested in the permittee's application dated 2/17/86 including '
• attached plats for sites 5 & 6, i .e. , sheets 1 and 13-19 of 22 dated 2/86. ,
, This permit,issued on May 7, 1986 , is subject to compliance with the application (where consistent ,
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject ,
permittee to a fine,imprisonment or civil action;or may cause the permit to be null and void. .
' (1 ) Wetland mitigation as described in the permittee's 2/17/86 letter of request '
will be carried out as a part of project completion. Restored areas or areas '
graded to wetland elevation must be planted with wetland tree species as '
required by the DCM in consultation with the N.C. Wildlife Resources Commission. '
Tree species would be cypress, water tupelo and oak. '
. (2) Erosion and sedimentation control measures, as required by the Sedimentation ,
, and Erosion Control Act, must be carried out during all phases of project ,
activity. ,
' (3) The activity must be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-related '
discharge (increases such that the turbidity in the stream is 50 NTUs or '
less are not considered significant) . '
NOTE: The permittee is requested to exercise extra precaution to reduce water ,
, quality impacts, especially during the fish spawning period running between .
. March and July of any year.
' NOTE: The Division of Environmental Management has issued Water Quality Certifica- '
tion #1912 for this project. '
•
' This permit action may be appealed by the permittee Signed by the authority of the Secretary of DNRCD and '
' or other qualified persons within twenty (20) days of the i "-•1 . of the Coastal Resources Commission. '
i issuing date. An appeal requires resolution prior to work
• initiation or continuance, as the case may be. A • •
, This permit must be accessible on-site to Department h� 116 .
, personnel when the project is inspected for compliance. ,
Any maintenance work or project modification -�r' David W.Owens,Director
,• not covered hereunder requires further Departmental Division of Coastal Management
approval.
' All work must cease when the permit expires on This permit and its conditions are hereby accepted.
December 31 , 1989 ,
. In issuing this permit, the State of North Carolina
• agrees that your project is consistent with the North .
, Carolina Coastal Management Program. Signature of Permittee ,

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North Carolina Department of Natural
Resources & Community Development
'°� �� Division of Coastal Management

04 ,t,p `F 4 1986
State of North Carolina ----------------------
Department of Natural Resources and Community Development
Division of Coastal Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor David W. Owens
S. Thomas Rhodes, Secretary Director
10 April 1986
Mr. John R. Parker, Jr. , Chief
Major Permits Processing Section
Office of Coastal Management
Raleigh, North Carolina 27611
Dear Mr. Parker:
The attached copy of an application submitted by:
NC Department of Transportation
Applicant's Name
US 64 floor Jamesville to Plymouth Washington/Martin Counties
Location of Project County
for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major develop-
ment permit. . .
X for a CAMA major development permit (only) . . .
has been reviewed by the Field Services Section and is being forwarded
to you along with a Field Investigation Report for further application
processing including circulation to State agencies having interest
and/or jurisdiction over the subject matter which might be affected by
the project.
The recommendation of this Section is X covered on the reverse
side; attached; will be forwarded later.
S'ncerely,
Charles S. Jones, ief
Field Services Section
CSJ:ap:3566
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

7 •
X (A) This agency has no objection to the project as proposed.
(B) This agency has no comment on the project as proposed.
(C) This agency approves of the project (or project concept) and/or recommends
these minor refinements for project management.
(0) This agency objects to the project and recommends permit denial based on a
finding of:
• (1 ) adverse impacts under G.S. 113-229(e) 1-5 (the dredge and fill law) as
enumerated below:
(e)(1) ... that there will be significant (e)(2) ... that there will be signifi-
adverse effect of the proposed dred- cant adverse effect on the value
ging and filling on the use and enjoyment of the property of
of the water by the public; any riparian owners;
(e)(3) ... that there will be significant (e)(4) ... that there will be signifi-
adverse effect on public health, cant adverse effect on the con-
safety, and welfare; nervation of public and private
water supplies;
(e)(5) that there will be significant
adverse effect on wildlife or
fresh water, estuarine or marine
fisheries;
(1 ) Inconsistency with Rules of the Coastal Resources Commission
as enumerated in 15 NCAC 7H (or other) . Please site
rule.
(3) Inconsistency with the local Land Use Plan (Please elaborate) .
(4) Inconsistency with Rules, Guidelines or Standards of
this agency or a finding that the project is in conflict
with other authority or interest as stipulated below.
(E) Attachment. Include memorandum or other documentation that support
findings relating to Dl-4 or provide general comments.
te1c/
ignature
/e -d'
Date

OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name N.C. Depailnnent of Transportation
2. Location of project site Washington/Martin Counties - US 64 frou Jamesville to east of
Plymouth - no photograph
3. Investigation type: Dredge & Fill CAMA X
4. Investigative procedure: (A) Dates of site visit 4-8-86
(B) Was applicant present No
5. Processing procedure: Application received 2-26-86 Office Washington
6. Site description: (A) Local Land Use Plan Washington County
Land classification from LUP Conservation
Development constraints identified in LUP None
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline
Coastal wetlands Public trust waters X
Estuarine waters Other
(C) Water dependent: Yes X No Other
(D) Intended use: Public X Private Commercial
(E) Type of waste water treatment: Existing N/A
Planned N/A
(F) Type of structures: Existing Bridge and culvert (Washington County)
Planned New bridges and Culvert extension
(G) Estimated annual rate of erosion N/A Source N/A
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
Cypress, Gum, ± 6.3 acres
Hardwood swamp (See attached package
for mitigation plan)
(B) Non-vegetated wetlands:
(C) Other:
Open water area Unknown
(D) Total area disturbed: 9 6.3 acres
8. Project summary The applicant is proposing to four lane US 64 from Jamesville to Plymouth
The project will involve the placement of fill materials in wetlands at seven sites,
four in Martin County and three in Washington County.

Environmental setting
The project area being considered at this time is US 64 just east of Jamesville to
just east of Plymouth near the NC 45 intersection. Presently this portion of US 64
is a two lane highway which crosses several wetland areas, unnamed creeks and larger
creeks such as Roses Creek in Martin County, Welch Creek at the Martin/Washington
County line, and Conaby Creek in Washington County. All of these creeks vary in
width and depth, however, all are bordered by hardwood swamp vegetated mainly by
various species of gums and cypress.
Project proposal
The applicant is proposing at this time to resurface the pavement through Jamesville,
widen the existing highway to a four-lane divided highway with a 30 foot median from
Jamesville to Plymouth, except for a relocated four-lane section near Dardens; and
widening the existing highway to a five-lane curb and gutter section through Plymouth.
Also a rest area will be constructed near SR 1337 in Washington County.
As can be seen on page 2 of the application narrative, seven wetland sites will be
involved. Construction at these sites involves the following:
Site 1 - The installation of a 60-inch concrete pipe at an unnamed creek;
Site 2 - The installation of a 66-inch concrete pipe at Roses Creek;
Site 3 - The installation of a 60-inch concrete pipe at an unnamed creek;
Site 4 - The installation of a 48-inch concrete pipe at an unnamed creek;
Site 5 - The replacement of the existing bridge across Welch Creek with a new structure
at the same location. Also a new structure to accommodate the additional
two lanes of traffic will be constructed immediately upstream of the existing
bridge;
Site 6 - The extension of the existing box culverts both upstream and downstream at
Conaby Crock in the Town of Plymouth;
Site 7 - The construction of a rest area near SR 1337 east of Plymouth.
Environmental impact
As can be seen from page 2 of the application narrative, all seven sites involve fill
in wetlands as follows:
Site 1 - The placement of 130 cubic yards of materials below O.H.W. and fill within
0.7 acres of wetlands;
Site 2 - The placement of 12,200 cubic yards of materials below O.H.W. and fill
within 1.3 acres of wetlands;
Site 3 - The placement of 21,700 cubic yards of materials below O.H.W. and fill within
2.2 acres of wetlands;

•
Site 4 - The placement of 150 cubic yards of materials below O.H.W. and fill within
0.4 acres of wetlands;
Site 5 - The placement of 4,400 cubic yards of materials below O.H.W. and fill within
0.9 acres of wetlands;
Site 6 - The placement of fill within 0.7 acres of wetlands;
Site 7 - The placement of fill within 0.1 acres of wetlands.
As a result of this project 38,600 cubic yards of materials will be placed below
O.H.W. and a total of 6.3 acres of wetlands will be filled.
As can be seen from page 3 of the application package, a mitigation plan has been
proposed to offset the loss of these wetlands.
David L. Gossett - Washington Office - 10 April 1986

• �n,� ..•
FEB 1198.
4 ?? COASTAL RESOURCES COMM,
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH 27611
JAMES G. MARTIN February 17 , 1986 JAMES E. HARRINGTON
GOVERNOR SECRETARY
District Engineer
U . S . Army Corps of Engineers
P . 0. Box 1890
Wilmington, NC 28402
ATTENTION: Regulatory Branch
Dear Sir:
SUBJECT: Martin-Washington Cos . , US 64 From West of
Jamesville to NC 45 East of Plymouth (R-510)
The North Carolina Department of Transportation proposes to improve
US 64 from Jamesville to Plymouth as described in the enclosed
January 6, 1986 , "Revised Finding of No Significant Impact . "
Generally the improvements will consist of: resurfacing the pavement
through Jamesville; widening the existing highway to a four-lane
divided facility with a 30-foot median from Jamesville to Plymouth ,
except for a relocated four-lane section near Dardens ; and widening
the existing facility to a five-lane curb and gutter section through
Plymouth. In addition, a rest area will be constructed near SR 1337
in Washington County. As indicated in the Revised FONSI , there have
been several changes in the concept of the project since the
Environmental Assessment was completed in November 1983 . However,
these changes have been coordinated with your office as well as the
permit review agencies and we believe there is agreement with the
project and the mitigation as proposed in the Revised FONSI .
Based on our evaluation and comments from your office, it has been
determined that the construction of the project will require permits
at seven sites . Application is hereby made for a Section 404 permit
as required for the subject work . The permit application and drawings
depicting the proposed work are attached. It should be noted that
additional field investigations and refined design have resulted in
minor changes in quantities from those included in the Revised FONSI .
The following sites are included in the permit application:
An Equal Opportunity/Affirmative Action Employer

District Engineer
Page 2
February 17, 1986
Site I : The installation of a 60-inch reinforced concrete
pipe in an unnamed creek (Sta . 177) on the relocated section
will require the placement of 130 c .y . of material below
O .H.W. and will fill 0 . 7 acre of wetlands .
Site II : The installation of a 66-inch reinforced concrete
pipe in Roses Creek (Sta . 197) on the relocated section will
require the placement of 12 , 200 c .y. of fill below O .H.W.
and will fill 1 . 3 acres of wetlands .
Site III : The installation of a 60-inch reinforced concrete
pipe in an unnamed creek (Sta . 208) on the relocated section
will require the placement of 21 , 700 c .y . of fill below O .H .W.
and will fill 2 . 2 acres of wetlands .
Site IV: The installation of a 48-inch reinforced concrete
pipe in an unnamed creek (Sta . 222) on the relocated section
will require the placement of 150 c .y. of fill below O .H.W .
and will fill 0 . 4 acre of wetland.
Site V: The replacement of the existing bridge across Welch
Creek (Sta . 512) and the construction of a new parallel
structure to accommodate two additional lanes of traffic will
require the placement of 4 , 400 c .y . of fill below O .H.W. and
the placement of fill in 0 . 9 acre of wetland . It should be
noted that the vast majority of the fill below ordinary high
water is in the undercut excavation that will be filled in the
wetland east of Welch Creek and not in the streambed .
Site VI : The extension of the concrete box culvert at Conaby.
Creek (Sta . 692) and widening the highway fill in wetlands
adjacent to Conaby Creek will require filling 0 . 7 acre of
wetland but no fill will be placed below ordinary high water .
Site VII : The construction of a rest area near SR 1337 (Sta . 745)
will result in filling 0 . 1 acre of wetlands .
The proposed highway project will require the placement of a total of
38 , 600 c .y. of fill below ordinary high water and the placement of fill
in a total of 6 . 3 acres of wetland. As discussed on pages 16-19 of
the enclosed Revised FONSI , the North Carolina Department of
Transportation has proposed a project that minimizes impacts on
wetlands yet provides a much needed highway improvement . In the
development of the project, the North Carolina Department of
Transportation has agreed to undertake certain measures to mitigate
these unavoidable wetland losses . These measures are :

District Engineer
Page 3
February 17, 1986
1 . Approximately 1 . 1 acres of wetlands will be acquired on the
Dardens relocation (Sites I -IV) which will be within the
right-of-way but outside the highway construction limits .
2 . Adjacent to the rest area, 5 . 1 acres of wetland will be
acquired and placed in public trust . This will provide
both a buffer zone for the rest area and protection of the
wetland from possible future development .
3 . In addition to the wetlands to be acquired adjoining the
rest area, 0 .4 acres of highly disturbed wetland adjacent
to the 5 . 1 acre tract will be acquired and restored . This
area has been cleared and filled with broken concrete and
asphalt as well as other debris . In restoring this wetland
it will be cleared of debris , regraded to wetland elevation,
and replanted with wetland species .
4 . Roadway fills have been designed with 2 : 1 slopes through
the wetlands .
5 . Stringent erosion and sedimentation controls will be required
during the construction of the project .
Application is being made, by copy of this letter, for a Section 401
Water Quality Certification from the Division of Environmental
Management, N. C . Department of Natural Resources and Community
Development.
In addition, by copy of this letter, we are requesting the Division
of Coastal Management, NRCD, to review Sites V, VI , and VII in
Washington County and make a determination as to whether or not a
CAMA permit is required . Application is hereby made if a CAMA permit
is required for one or more of the sites .
A section of this project is scheduled to be let to contract in May
of this year . Therefore, any action you might take to expedite the
processing of this application would be greatly appreciated. If you
have any questions , please give me a call at 733-6348 .
Sincerely,
T . L . Waters , P . E .
ASST . STATE HIGHWAY ADMINISTRATOR
TLW/BJO/jcr
Attachments
cc: Mr . John Parker w/FONSI , Mr . Paul Wilms , Mr . W. M . Ingram,
Mr . W. G . Marley, Mr . A . L . Hankins , Mr . W. A . Wilson,
Mr . D . L . Squires , Mr . B . G . Jenkins , Mr . L . A . Sanderson,
Mr. W. D . Johnson, Mr . F . W. Adkins , Mr . Ken Bellamy

PERMIT TO EXCAVATE AND/OR FILL WATL . JALITY CERTIFICATION
•
EASEMENT IN LANDS COVERED 8Y WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
•
(GS 146-121 Department of Natural Resources and Community Development Corps of Engineers.
(GS 113.229, 143-215.3(a)(1), 143-215.3(t), 113A-11809 veers,Wilmington District
(33 CFR 209.32a329)
Please type or print and fill in all blanks. If information is not applicable,so indicate by placing N/A in blank.
Attn: Mr . T . L . Waters , P . E . , Asst . State Highway Administrator
I. Applicant Information
A. Name N. C . Dept . of Transportation - Division of Highways
P . 0 . Box 2 S 2,Last First Middle
B. Address
StRaleigh , North Carolina
reec,2i611. BxorRouce
(9I9) 733-6348
City or Tpwn State Zip Code Phone
II. Location of Proposed Proj
A. County Martin-Washington
B. 1. City, t. wn community or landmark Neaf' Plymouth, North Carolina
•
2. Is proposed work within city limits! Yes No X Site VI Is In City Limits
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Site V Welch Creek, Site VI Conaby Creek
Description of Project
•
A. 1. Maintenance of existing project 2. New work Roadway Construction
B. Purpose of excavation or fill
1. Access channel length width________depth
2. Boat basin length ,width depth
3. Fill area Public Highway length Varieswidth Variesdepth Varies See Site Sketches
4. Other length width depth
C. I. Bulkhead length N/A Average distance waterward of MHW (shoreline) N/A
2. Type of bulkhead construction (material) N/A
D. Excavated material (total for project)
1. Cubic yards 38 , 300+ Muck
2. Type of material
E. Fill material to bep laced below MHW (see also VI. A)
1. Cubic yards 38 , 600+ Select Earth Material •
2. Type of material
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes._.X No
B. Does the disposal arca include any marshland, swamps or other wetland? Yes, No X
C. Disposal Area
I. Location Upland Site Off Project Provided By Contractor
2. Do you claim title to disposal area! No
D. Fill material source if fill is to be trucked in Borrow Pit Off Project provided By Contractor
E. How will excavated material be entrapped and erosion controlled?
By ar h Di_ ke And/m ilt Fence
F. Type of equipment to be used Mechanical Highway Construction . .
G. Will marshland be crossed in transoarting equipment to project site? If yes, explain No
•&F$1 •
sv. 10/78
. .,,.r+

• A I. Private \/a
• 2. Commercial
3. Housing Development or Industrial N A
4. Other Pu lc
B. 1. Lot sizes) N1 A
2. Elevation of lot(s) above mean high water N/A
3. Soil type and texture Silted Sand Muck '
4. Type of building facilities or structures Reinforced Concrete Pi es
P , Culvert And Bridge
S• Sewage disposal and/or waste water treatment A.N/A
B. Descriae Existing Planned 1
6. Land Classification (circle one) DEVELOPED
TRANSITIONAL COMMUNITY
VI. PertZ:ni OTHER
ng to Fill and Water Quality;ro o (See CAMA Lot se Plan Synopsis
).
Does the s)
proposed Droject.involve the placement of fill materials below mean high water? Yes No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activi
area following project completion? Yesx o tY planned use of the
TYPeofdischarge Sheet Flow` ur'race Water
•
2.3. Location of discharge Alon Toe Of Fill
VII. Present rate of shoreline erosion (If known): N/A
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or
work in project area, if applicable: State permits for
IX. Length of time required to complete project:
X. in addition to the completed application form, the following items must be provided:
A: Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
permission from the owner to carryoutch the owner claims title plus written
B. Attach an accurate work plat drawn toh
scale on BtX 11'on Swhite
details). Note: Original drawings preferred -only high quality copieaccepted.
per (see instruction booklet for
C. A copy of the application and plat must be carved upon adjacent riparian
certified mail or by publication G. landowners by registered or
( S. 113-229 (d))Enter date served
D. List names and complete addresses of the riparian landowners with property adjoining applicant's.
Such owners have 30 days in which to submit comments to agencies listed below.
See Attached Sheet
XI. Certification requirement: I certify that to the best of my knowledge, the proposed activity compiles
with the State of North Car
manner consistent with such program, coastal management program and will be conducted in a
XI1. Any permit issued pursuant to this application on will allow only the development described in this
Cation and plat Applicants should therefore describe in the r
opment activities, includingapplication and plat all anticipated devel� •
construction, excavation, filling, and land clearing.
ATE Z
As S t . Applicant's Signature !
oaF82 State Highway Administrator
Rare 101711 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS t

Benjamin A. Daniels
Route 2, Box 140
Jamesville, NC 27846
VEPCO (Now) North Carolina Power
Highway 64
Wilmington, NC 27892
Paul Daniel Davis
Route 2, Box 97
Jamesville, NC 27846
R. G . Coburn
Route 2, Box 87
Jamesville, NC 27846
F . R. Smith
209 Roanoke Avenue
Plymouth, NC 27962
Henry L . Freeman
Route 3 , Box 28
Plymouth, NC 27962
Weyerhaeuser Company
P. 0. Box 878
Plymouth, NC 27962
Old Norfolk Realty Company
P . 0. Box 99
Plymouth, NC 27962
L. S . Thompson Heirs
105 Azalea Way
Hendersonville, NC 28739
Fannie Reese
105 Wythe Cresent Drive
Hampton, VA 23361
Dr. E . W. Furgurson, Et Al (Died)
E. G . Anderson
401 Railroad Street
Robinsonville, NC 27871
Estate Will Be Handled By Branch Banking F, Trust
P . 0 . Box 1847
Wilson, NC 27894-0361
Cornelia Watson-Johnston
P . 0 . Box 54
Plymouth, NC 27962

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SCALE -.—i.
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARTIN - WASHINGTON COUNTIES
Us 64 PROJECT NO. 8.1155701
SHEET 1 OF 22• FEB . 1986

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FEB . 1986

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1 --, ,: *{-1-1 •' i ►- - -I- • 1 US 64 PROJECT NO. 8.1155701 1
,_ : -• J `=4 }._�' i- - SHEET 4 OF 2z FEB. 1986

•
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•
DENOTES AREA OF DENOTES FILL BELOW SITE II
FILL IN WETLANDS ORDINARY HIGH WATER
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
AREA OF WETLANDS FILLED ).' ac. ' MARTIN - WASHINGTON COUNTIES
FILL BELOW 0. H.W. \?.•2eo cy. US 64 PROJECT NO. 8.1155701
TOTAL FILL 44 400 cy.
- SHEET 5 OF zz, FEB. 1986

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SHEET ( OF 2.2- FEB. 1986

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DIVISION OF HIGHWAYS
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US 64 PROJECT NO. 8.1155701 �� —. t 1 I FILL BELOW O.H.W. ; 21,'100 cy. ;
SHEET �OF 2z FEB. 1986 I SCALE 1" = 100' TOTAL FILL G5.9oo cy. .

•
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SITE III
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DIVISION OF HIGHWAYS
MARTIN - WASHINGTON COUNTIES
• US 64 PROJECT NO. 8.1155701 r = 100' HORZ.
SCALE: 1" _ 20' VERT. I
SHEET 8 OF 22 FEB. 1986 .

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' SITE III
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS. • I
MARTIN - WA S H I N G T O N COUNTIES X•
US 64 PROJECT NO. 8.1155701 I DENOTES FILL BELOW
SHEET •
iL OF 2-2- FEB. 1986 1 ORDINARY HIGH WATER
I

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SITE IY
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25• 0 50• DIVISION OF HIGHWAYS
ei6=1I MARTIN - WASHINGTON COUNTIES
SCALE 1" = 50 ' U$ 64 PROJECT NO. 8.1155701
SHEET 10 OF z2- FEB . 1986

8M: R$ $P_IKE IN A 1SE-OF 6" PINE
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U$ 64 PROJECT NO. 8.1155701
SHEET II OF z2. FEB. 1986

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' •• T -• J"�' ` -"' SHEET 12 OF 2z FEB. 1986

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MARTIN— WASHINGTON COUNTIES
PROJECT NO. 8.1155701 so' p J+oo' '
US 64 OVER WELCH CREEK i SCALE 1 100'
•SHEET I' OF 22 FEB. 1986

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DIVISION OF HIGHWAYS
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PROJECT NO. 8.1155701 ����
US 64 OVER WELCH CREEK DENOTES FILL BELOW
ORDINARY HIGH WATER
SHEET 14 OF 22. FEB. 1986 '

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MARTIN - WASHINGTON COUNTIES 1" = 20" HORZ. .
SCALE• �" = 20" VERT.
PROJECT NO. 8.1155701 - �_
US 64 OVER WELCH CREEK !-
SHEET 15 OF 2'- FEB. 1986 1
1
1
1

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FILL IN .WETLANDS_
PROJECT NO. 8.1155701 I AREA OF WETLANDS FILLED o.hlas. Oc.
US 64 OVER .CONABY CREEK ; 201; �0' ' I FILL BELOW O.H.W. io cy.
SHEET Vs OF Z . FEB. 1986 • [ SCALE 1" = 40' i 1 TOTAL FILL ! �soo cy.
1

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PROJECT NO. 8.1155701
US 64 OVER .CONABY CREEK • , 1 20' 40•
SHEET \'-r OF 22 FEB. 1986 i
1 SCALE 1" = 40'

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N. C. DEPT. OF TRANSPORTATION ' NOTE : SCALE CHANGES FROM 1" = 40'
DIVISION OF HIGHWAYS ON THE PREVIOUS PAGE TO
MARTIN — WASHINGTON COUNTIES 1" . 100' ON THIS PAGE
PROJECT NO. 8.1155701 •
1
US 64 OVER CONABY CREEK 5°„'�--„ �-- 100'
SHEET 1B_ OF z.z, FEB. 1986
SCALE 1" = 100'

• ' . • 50 'L- • •
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-
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DIVISION OF HIGHWAYS
MARTIN - WASHINGTON COUNTIES
PROJECT NO. 8.115 5701
US 64 OVER CONABY CREEK
SHEET \9 OF zz FEB. 1986

•
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el / CLASS it•STONE r•
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S3 • - # , •/ Vt..
/ du / LIMITS OF
rl-. . WETLANDS/ e
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LIMITS Of) .%
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Y
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AREA OF WETLANDS FILLED 0.\ ac.
FILL BELOW O.H.W. o cy
TOTAL FILL N'boo cy,
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DENOTES AREA OF I
FILL IN WETLANDS.
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SITE MI
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
OF — 11. MARTIN - WASHINGTON COUNTIES
SCALE r• = 100� US 64 PROJECT NO. 8.1155701
SHEET zo OF zz FEB. 1986

• ._ _ _ �� tit 1 0
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ysU V • SASfLIN� . `�� i V '� I i t S 1 el
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' BROKEN CONC. AND ILA
c. ASPHALT TO BE REMOVED.
40.4.2.1a • �'tsot� AREA GRADED TO ELEVATION
J r i°r o) ' •-. WV* 9D FT AND REPLANTED AND SEEDED.
^�r.K ° a 1 AND CONVERTED-11O WE
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SITE VET
N. C. DEPT. OF TRANSPORTATION !
50• Q ---_ -- - oo• DIVISION OF HIGHWAYS
— MARTIN — WASHINGTON COUNTIES
SCALE 1" = 100' - US 64 PROJECT NO. 8.115 5701
SHEET 21 OF 2z FEB. 1986 .

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