19910829 All Versions_Complete File_19860507

Permit Class Permit Number
New STATE OF NORTH CAROLINA 88-86
Department of Natural Rc::onsi,Community Development
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to NCGS 113-229
lssuedto N.C., Dept. of Transportation, Div. of Highways, P. 0. Box 25201, Raleigh, NC 27611
authorizing development in Washington Countyat Welch Creek and Conaby Creek
near Plymouth as requested in the permittce'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 HTUs 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.
DOTE: The Division of Environmental Management has issued !slater Quality Certifica-
tion #1912 for this project.
This permit action may be appealed by the pennittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
S Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
I All work must cease when the pennit expires on
December 31, 1989
In 'issuing this permit, the State of North Carolina
:'tees that your project is consistent with the North ? - - ,
Carolina Coastal l.lan.;cment Pro-ram. Signature of Pennittee
Signed by :he authority of tic _: cretary of DNRCD and
e train of the Cozstd Resources Commission.
?t
1
- r' David W. Owens, Director
Divi-ion of Coastal hlana1-;etncnt
This,pennit :.nd its conditions are hereby accepted

a '
PERMIT TO EXCAVATE AND/OR FILL WATT... JALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMfT FOR MAJOR DEVELOPMENT
Department of Administration State of North Carolina Department of this Army
(GS 146.121 Department of Natural Resourres and Community Davxlopmcnt Carps of En;lnt,:M W lmin&wn District
(GS 113-279,143-215.3(a)(1), 143-215.3(4),113A-116 (33 CFR 209.320.3231
Please type or print and fill in all blanks. If information is not ,pplicibblo, so indicate by placing N/A in blank .
Attn: Mr. T. L. Platers, P. E., As:-t. State Highway Administrator
1. Applicant Information 1?1 Dept. of Transportation - Division of Highways
A. Name -
P. 0. Box 2526T' First Middle
B. Address
Street, P. O. Box or Route
Raleigh, North Carolina 27611 [phone]
City or Tpwn State Zip Code Phonc
if. Location of Proposcd.Pro' %-
A. County Martin l Hshington Nea?`
Plymouth, North Carolina
B. J. City, tiiwn, community or landmark
2. Is proposed work within city limits? Yes No X Site Is In City lml tS
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
I11. Description of Project
A. 1. Maintenance of existing project New work Roadway Construction
B. Purpnse 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 death
C. 1. Bulkhead length NSA Average distance wN?aard of MHW (shoreline) N 7
2. Type of bulkhead construction (material)
D. Excavated material (total for project) duck
1. Cubic yards 38,300+ 2. Type of material
E. Fill material to beplaced below MHW (see also VI. A) Select Earth Material
1. Cubic yards 8 > b 0 0± ?. Type of material
IV. Lind Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes X No
3. Does the disposal area include any marshland, swamps or other wetland? Yes No
C. DisposalArn Upland Site Off Project Provided By Contractor
1. Location -y - ,?
Do you claim title to disposal area! No
Borrow Pit 011 Proiect rovic By Contractor
0. F:Il material source if fill is to be trucked in
E. How will excavated material be ^ntrapped and erosion contrallcd? By Firth hike ?nrj/ilr Silr FencE?__._ _. _.,.?. - F. Type of equiprnent to ne used Mechanical Highway Cons true t 1011
a Will marshtird he crossed in mnsoorting -quipmrnt to project site? If yca, e plain ...?- °-
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
'AARTIN -WASHING TON COUNTIES.
US 64 PROJECT NO. 8.1155701
SHEET ? OF zz I=EB. 1986

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- - _ SECTZ.O N C-C
1• - 20" HORZ.
SCALE:
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SITE Z
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARTIN- WASHINGTON COUNTIES
PROJECT NO. 8.1155701
US 64 OVER CONABY CREEK
SHEET ?g OF 22 FEB. 1986
,,. StATt u
N.h
•? pMr?1+?Y?
State of North Carolina
Department of Natural Resources and Community_ Development
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary May 2, 1986 Director
Mr. T.L. Waters
Asst. Highway Administrator
N.C. Department of Transportation
P.O. Box 25201
Raleigh, NC 27611
Subject: Certification Pursuant to Section
401 of the Federal Clean Water,Act,
Proposed Widening of U.S. Highway 64
Jamesville to Plymouth
N.C. Department of Transportation
Washington County
Dear Mr. Waters:
Attached hereto are two (2) copies of Certification No. 1912
issued to N.C. Department of Transportation dated May 2, 1986.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
Ori;!inal Sisned By
William C. Mills
For R. Paul Wilms
cc: Wilmington District Corps of Engineers
Washington Regional Office
Mr. William Mills
Mr. David Owens
Pollution heltntiun I'grs

P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
Wash gton County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and
subject to the North Carolina Division of Environmental Management
Regulations in 15 NCAC 2H, Section .0500 to N.C. Department of
Transportation pursuant to an application filed on the 24th day of
February, 1986 to construct a widening of U.S. Highway 64 from
Jamesville to Plymouth and build a rest area near SR 1337.
The Application provides adequate assurance that the discharge of
fill material into a wetlands area adjacent to the waters of Welch Creek
and Conaby Creek in conjunction with the proposed highway project in
Washington County will not result in a violation of applicable Water
Quality Standards and discharge guidelines. Therefore, the State of
North Carolina certifies that this activity will not violate Sections
301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in
accordance with the application and conditions hereinafter set forth.
Condition (s) of Certification:
1. That the activity be conducted in such a manner
as to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 50 NTU's or less
are not considered significant).
2. That asphalt and petroleum products shall not be
stored in areas irniediately adjacent to surface
waters.
3. That appropriate stabilization of fills and
embankments shall take place as soon as construction
is complete.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall become null and void unless the above
conditions are made conditions of the Federal Permit.
This the 2nd day of May, 1986.
DIVISION OF ENVIR(N TAL MIMSEI-ENT
Oricill Sblcd By
'1'11illiam C. f,lills
For R. Paul Wilms, Director
WQC# 1912
e . STATF o
Spy ? ??
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street Y Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary May 2, 1986 Director
Mr. T.L. Waters
Asst. Highway Administrator
N.C. Department of Transportation
P.O. Box 25201
Raleigh, NC 27611
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Widening of U.S. Highway 64
Jamesville to Plymouth
N.C. Department of Transportation
Washington County _
Dear Mr. Waters:
Attached hereto are two (2) copies of Certification No. 1912
issued to N.C. Department of Transportation dated May 2, 1986.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
Ori-final Sirnad By
VMIiam C. Mills
For R. Paul Wilms
cc: Wilmington District Corps of Engineers
Washington Regional Office
Mr. William Mills
Mr. David Owens
Pollution Prevention Pntis
P.O. Box 27687, Raleigh, North Carolina 27611.7687 Telephone [phone]
An Equal Opportunity Affirmative Action Emplcycr
Y
NORM CARC(L,INA
Was gton County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of
Section 401 Public Laws 92-500 and 95-217 of the United States and
subject to the North Carolina Division of Environmental Management
Regulations in 15 NCAC 211, Section .0500 to N.C. Department of
Transportation pursuant to an application filed on the 24th day of
February, 1986 to construct a widening of U.S. Highway 64 from
Janesville to Plymouth and build a rest area near SR 1337.
The Application provides adequate assurance that the discharge of
fill material into a wetlands area adjacent to the waters of Welch Creek
and Conaby Creek in conjunction with the proposed highway project in
Washington County will not result in a violation of applicable Water
Quality Standards and discharge guidelines. Therefore, the State of
North Carolina certifies that this activity will not violate Sections
301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in
accordance with the application and conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner
as to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 50 NTU's or less
are not considered significant).
2. That asphalt and petroleum products shall not be
stored in areas immediately adjacent to surface
waters.
3. That appropriate stabilization of fills and
embankments shall take place as soon as construction
is complete.
Violations of any condition herein set forth shall result in
revocation of this Certification.
This Certification shall beccm null and void unless the above
conditions are made conditions of the Federal Permit.
This the 2nd day of may, 1986.
DIVISION OF ENVIROMM TAL M2NPIiEZ1ENT
Original Signed By
ti'Jilliant C. Mills
ForR. Paul Wilms, Director
WQC# 1912
• t
I,. AT, I,i '1_:I I I(i/"i0 1 K_.-,,.! DATE
i'iC i.OK I N FILL r l'L 1.111111 0i 1'SW 1!f'. i NP.D .. 111 NEXT RC O 00

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-US'64 CAHHTI: WASHINGTON REGION: 0
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L.,. L!I.:.I`I1` i.i'd.L I .I.AI... REPORT:
D !t.;i'lMA : GC: rlt.ll.... FINAL REPORT: 86041;:m

DOT PROPOS ES TO I..r,Ni.. U:: 264 ROh ...!i 11::::: V.I:I i.. .l:: TO PLYMOUTH
PROjECT WI LL INVOL VE : 6.3 ACRES FILL TO WLT LANDSi APPROX. 0.14 ACRES FILL TO
SURFACE :..A I•,.. ,.,.•.:; X1.:'.1.:..:; MITIGATION PLnO PEW I- !'..;... 11:.AR •..I. 137r
PROPOSED r, tlAl? W1,1 1,1 .1.1...1... f.Nvt.ll...`f.:: t::II..L:iiGl...... AND .U I.. L..I.1...
COPIES: WARO-CENTRAL-MILLS-GOSSETT'

?yys/leGrpy fL
OFF?Cc
APR 11,88.,
v
Memorandum
To : Jim Mulligan
From: David Gossett
Subj: Application for CAMA Major Permit and/or Dredge & Fill Permit
NC DOT
Washington/Martin Counties
Date: 10 April 1986
Attached is an application for a CAMA Major Permit which was received by me on
26 February 1986. I am considering this application complete, have acknowledged
receipt, and have begun processing.
If you have any questions do not hesitate to contact me.
e t
OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name N.C. Department of Transportation
2. Location of project site Washington/Martin Counties - US 64 from 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 eft
(B) Was applicant present No T f,
5. Processing procedure: Application received 2-26-86 Office WaA`_-ngton
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
(E) 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 swam (See attached package
for mitigation plan)
(B) Non-vegetated wetlands:
(C) Other:
Open water area Unknown
(D) Total area disturbed: 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 6,
is a two lane highway which crosses several wetland areas, unnamed creeks and large
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 Jamesvill
widen the existing highway to a four-lane divided highway with a 30 foot median frr
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 Plymot
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 strut
at the same location. Also a new structure to accommodate the additional
two lanes of traffic will be constructed immediately upstream of the exist
bridge;
Site 6 - The extension of the existing box culverts both upstream `and downstream at
Conaby Creek 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 fi
in wetlauds 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 wit
2.2 acres of wetlands;
Site 4 - The placement of 150 cubic yards of materials below O.H.W. and fill withi
0.4 acres of wetlands;
Site 5 - The placement of 4,400 cubic yards of materials below O.H.W. and fill wit
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
.y 4 i7`
FEB 21 1984
COASTAL RESOURCES COJoM,
STATE OF NORTH CAROLINA -
DEPARTMENT OF TRANSPORTATION
RALEIGH 27611
JAMES G. MARTIN February 17, 1986 JAMES E. HARRI
GOVERNOR SECRETAR
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 througl
Plymouth. In addition, a rest area will be constructed near SR 133;
in Washington County. As indicated in the Revised FONSI, there hav(
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 drawin
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 Fnnal Onnnrtnnity i eta.,,, fi- n,.C,.., c
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.
TLW/BJO/jcr
Attachments
cc: Mr. John
Mr. W. G.
Mr. D. L.
Mr. W. D.
Parker w/FONSI,
Marley, Mr. A.
Squires, Mr. B.
Johnson, Mr. F.
Sincerely,
T. L. Waters, P. E.
ASST. STATE HIGHWAY ADMINISTRATOR
Mr. W. M. Ingram,
IV. A. Wilson,
L. A. Sanderson,
Ken Bellamy
Mr. Paul Wilms,
L. Hankins, Mr.
G. Jenkins, Mr.
W. Adkins, Mr.
PERMIT TO EXCAVATE AND/OR FILL WATT- .JALITY CERTIFICATION
EASEMENT IN LANDS COVERED 13Y WATER CAMA PERMIT FOR MAJOR DEVELOPMOT
Department of Adminiundon Stags of North Car041na
(GS 146.121 Department' AImS??`'?r
Department of Natural Reuwmcs and Community Dereiopment corps of 0 Amin r
(GS 113.229, 143.215.3(a)(1), 143.213.3(c), 113A-119 (33 CFR 2 2029..3 W Oisir{ct'
(33 CF,32 ?J 9&O ,
Please t
Ype or print and fill in all blanks, If information is not applicable, so indlate by placing N/A in blank -
Attn: Mr. T. L. 1Vaters, P. E., Asst. State Hi hwa A
(• Applicantlnfot•matian g Y dministrator
A. Name N. C. Dept. of Transportation - Division of Highways
P. 0. BOX 2 5 2 hst First Middle
B. Address
Raleigh, North Carolinacet,2i61ixorRouto
(919)i33-6348
City or Town State Lip Code Phone
II. Location of P posed Proj
A. County ?artln-Washington .
B. 1. City, Gown, community or landmark Nea>'t? Plymouth, North Carolina
2. Is proposed work within city limiut Yes?No 1 to s n 1 y imi is
C Creek, river, sound or bay upon which project is loated or nearest named body of water to project ,
Site V Welch Creek, Site VI Conaby Creek
tit. Description of Project
A. 1. Maintenanceofexistingproject 2. Newwork Roadway Construction
B. Purpose of excavation or fill
1. Access channel len&th_,.__width,_„_„_dcpEh
2 Boat basin length-_width-..-_._._..dcpth
3. Fill area Public Highway length Vaeswidth Var1eSdepth Varies See Site Sketches
Other
I length width?_ depth
C . Bulkhead length N_ Average distance wa a and of MHW (shoreline) N A
2. Type of bulkhead construction (material) N A
D. Excavated material (total for project)
t Cubic yards 38, 300+ pluck
E.
' 2 Typc of material
Fill material to be laced eiow MHW (see also VI. A)
1. Cubic yards ?8, 6?0+ 2 Typc of material Select Earth Material
IV, land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes _ I_ No
B. Does the disposal arcs include any marshland, swamps or other wetland? Yes -No X
C Disposal Arra •
1. LocationUpland Site Off Project Provided By Contractor
2 Do you claim title to disposal area! o
D. Fill material source if fill is to be trucked in Borrow Pit rojec t rove e y ontrac t r
E. How will excavated material be entrapped and erosion controlled?
Rv ,irth Dike And/nr Silt• Fence
Type of equipment to be used -' Mechanical Highway Construction
G- Will marshland be crossed in tnnsoortint equipment to project site? If yes, explain No
1
1178 -'
A_ 1. Pr•ivatr. - ' N/A
2- Commercial -
3, Housing Dcrdopment or Industrlal N A
4. Other u i e 19 ay
I. Lot size(s)
2 Elcvation of lot(s) above mean high water N/A
3. Soil typeand texture Silted Sand fr Muck
4, Type of building facilities or structures Reinforced Concrete Pipes, Culvert And Bridge
5. Sewage disposal and/or waste water treatment A. Existing .
t
B. Describe N/A Planned
6. Land Classification '
(circle one) DEVELOPED TRANSITIONAL `
VI P CONSERVATION OTHER COMhIUNITY RURAL
e"a:ning to Fill and Water Quality: (Sec CAMA Lo
A. Ones the Proposed project se Plan Synopsls)
.involve the placement of fill materials below mean high water? Yes x No
8 I. Will any runoff or discharge enter adjacent waters as a
area following project co result of project aetivi
vlationr Yeso tY or planned use of the
2- Type of discharge Seet Flow ur-ace Water
3, locationofdischarge A1on Toe Of Fill .
VI1, Present rata of shordlne erosion (if known): N/A
VIII. List permit numbers and issue dates of previous De
work in project area, if Partment of Army Corps of EnCineen or Stata
applicable: Pcrmtts for
IX- Length of time required to complete project:
X• In addition to the completed application form, the following items must be piovided.
A.' Attach a coPY of the ddeed
ee„ (with State
claims titl: to the affected property. OR application applicant s only)
not cor other laiming under which applicant
then n
forward a co 8 to be the owner of said property,
Permission from the of the deed or other instrument under which the owner claims title plus writte
e owner to carry out the project on his land.
9. Attach an accurate work plat drawn to scale on &J X 11" white Paper (see instruction
details). Note: Original drawings preferred • only hi booklet for
C. A coot of the application and plat must be served ? quality copies accepted.
certified mail orb upon adjacent riparian landowners by registered or
by Publication (G.S. 113-229 (d))Enter date saved
D. List names and complete addresses of the riparian landowners with property adj
Such owners have 30 days in which to submit comments to agencies listed below fining applicant's.
See Attached Sheet
X1, Certification requirement: 1 certi
that with tha State of North at to the best of my k
manner nowfedgo, the proposed activity Complies
consistent with wchoplinAh ogramproved coastal management prowarn and will be conducted in a
X11- Any permit issued pursuant to this
cation and plat. A
PPlicants 1PPlication will allow only the development described in d is appal.
should therefore describe in the application and plat all anticipated devel-
oPment activities, including construction, excavation, filling. and land clearing.
TE Z
Applicant's Si atu
aF32 Asst. State Highway Administrator
"K 10/18 SEE REVERSE SIDE FOR MAILING INSTRttr-rin-c
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 & Trust
P. 0. Box 1847
Wilson, NC 27894-0361
Cornelia Watson-Johnston
P. 0. Box 54
Plymouth, NC 27962
.s 11.11
L;) B E
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ON tr}rw?RY' I
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N N.11 V, /s T Y R 'R l I
;Portion of State Highway Map Scale: 111= 13 miles]
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• •. ? Eao I
PLYMOUTH
For. 4 71
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SCALE
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARTIN -WASHINGTON COUNTIES
US 64 PROJECT NO. 8.1155701
SHEET I OF 22 FEB. 1986
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DIVISION OF HIGHWAYS
,
MARTIN -WASHINGTON COUNTIES
U$ 64 PROJECT NO. 8.1155701
/ •.I ; ';i ' ill ;! ?; ;i SHEET 3 OF 22- FEB. 1986
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DENOTES AREA OF DENOTES FILL BELOW SITE If
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
AREA OF WETLANDS FILLED 1.1 ac- MARTIN -WASHINGTON COUNTIES
FILL BELOW O.H.W. ,)o cy. US 64 PROJECT NO
1155701
8
.
.
TOTAL
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SHEET OF ZZ FEB. 1986
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US 64 PROJECT NO. 8.1155701
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SITE
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARTIN- WASHINGTON COUNTIES
PROJECT NO. 8.1155701
US 64 OVER CONABY CREEK
SHEET )g OF 22 FEB. 1986
40000 1.rr?'-`??
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AREA OF WETLANDS FILLED J.\ pc,
FILL BELOW O.H.W. --Q-cy.
TOTAL _FILL _ N?oo cy.
DENOTES AREA OF
FILL IN WETLANDS-]
SITE "M
N. C. DEPT. OF TRANSPORTATION
-w• DIVISION OF HIGHWAYS
MARTIN -WASHINGTON COUNTIES
SCALE 1_ = 100' _ U S 64 PROJECT N0. 8.115 5701
SHEET?OF 2-, FEB. 1986
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N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARTIN -WASHINGTON COUNTIES
US 64 PROJECT NO. 8.1155701
SHEET 2& OF 22- FEB. 1986

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR DEVELOPMENT
PERMIT AND WATER QUALITY CERTIFICATION
Pursuant to N.C.G.S. 113A-119(b) and 143-215 3(a)(1)(c), the Department of
Natural Resources and Community Development hereby gives Public Notice that
the NC Department of Transportation of Raleigh, N.C.
filed an application on 26 February 1986 for a permit from the
Division of Coastal Management to develop in an Area of Environmental Concern and
for Certification from the Division of Environmental Management that a discharge
of fill material in project wetlands will not violate applicable Water Quality
Standards.
According to said application, the DOT proposes to four lane US 64 from
Jamesville to Plymouth. The project involves placing fill materials in wetlands at
seven sites, three in Washington County and four in Martin County.
A copy of the entire application and additional information may be examined
(or copies furnished, upon payment of reproduction costs) during normal business
hours at the Division of Coastal Management, 1424 Carolina Avenue, Washington, N.C.,
and/or the Division of Environmental Management, 1424 Carolina Avenue, Washington,
N.C.
The Division of Environmental Management proposes to take final action on this
Water Quality Certification on or after 15 May 1986
The issuance of the CAMA Major Development Permit and the Section 401 Certification
may deviate from this projected date depending upon the nature of the comments
submitted and subsequent hearings that may result.
All persons desiring to make comments should do so in writing to Mr. David
Owens, Director, Division of Coastal Management, P.O. Box 27687, Raleigh, N.C. 27611,
prior to 30 April 1986 for consideration under the CAMA
Permit decision and to Mr. Bill Mills, Division of Environmental Management, P.O.
Box 27687, Raleigh, N.C. 27611, prior to 30 April 1986
for consideration under the Water Quality Certification decision.

d?vaSTATE4?

Y q?.ntYy
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH 27611
JAMES G. MARTIN February 17, 1986
GOVERNOR
District Engineer
U. S. Army Corps of Engineers
P. 0. Box 1890
Wilmington, NC 28402
ATTENTION: Regulatory Branch
Dear Sir:
FED w? ly
JAMES E. HARRINGTON
SECRETARY
1 , k-, : .. I F, F
F E B 2 it I'GU
e;11H QU'1ITY QL:C-I'iOiJ
0;3Ei14W 10;43 0RAr.CI I
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
t
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
Mr. W. G.
Dir. D. L.
Mr. IV. D.
Parker w/FONSI,
Marley, Mr. A.
Squires, Mr. B.
Johnson, Mr. F.
Mr. Paul Wilms,
L. Hankins, Mr.
G. Jenkins, Mr.
1V. Adkins, Mr.
Mr. IV. M. Ingram,
W. A. Wilson,
L. A. Sanderson,
Ken Bellamy
v •l•
PERMIT TO EXCAVATE AND/OR FILL WATT... Y JALITY CERTIFICATION :..
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT
DeCar;mcnt of Administration Stata of North Carollna
(GS 146 1 DeC:rtmentof tho Army
2) Department of Natural Resources and Community Development Corps of En;inesrs, Wilmington, Distrlet
(GS 113.229, 143.215.3(a)(1), 143-115.3(c), 113A-118 (33 CFR 209.320-329)
Pleue type or print and fill in all blanks. If information is not applicable, so ind(eate by placing N/A in blank. •
itttn: Mr. T. L. lVaters, P. E., Asst. State Highway Administrator
1. Applicant Information N C. Dept. of Transportation - Division of Highways
A. Name
P. 0. BOX 232071-
B. Address U L
Street, First Middle
Raleigh, North Carolina 27611BoxorRoute
(9I9)i33-533
City or Town State Zip Cade Phone
11. Location of Proposed Proj t:
A. County Martin Tashington
B. 1. City, tiiwn, community or landmark Neale Plymouth, North Carolina
2. Is proposed work within city limitst Yes.._.__No X 1 to 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
111. Description of Project
A. 1. Maintenance of existing project 2. Newwork _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 Va,,idr11 VeSdepth Varies See Site Sketches
4. Other length -width. depth
C 1. Bulkhead length N_ `? Average distance wNA2rd of MHW (shoreline) N
2. Type of bulkhead construction (material)
D. Excavated material (total for project)
1. Cubic yards 33,300+ Huck
2. Type of material
E. Fill material to be laces) below MHW (see also VI. A)
1. Cubic yards 98,b00± 2. Select Earth Material
Type of material
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area u, be excavated include any marshland, swamps or other wetland? Yes X_ No
S. Does the disposal area include any marshland, swamps or other wetland? Yes No I
C. Disposal Arra Upland Site Off Project Provided By Contractor
1. Location -
2. 2. Do you claim title to disposal area? IN o D. Fill material source if fill is to be trucked in Borrow Pit Oft Project Provided By Contractor
E. How will excavated material be entrapped and erosion controlled?
Rv Farth Pike And/Or Silt Fence ._._.?
F, Type of equipment to be used-` Mechanical Hi hiaay Construction
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No _
F-01
,. 10173
is^,'r?.n?w.1t 17:w..`,> ??+.i'?»-^ :: b...:??, :.:??t'"?J;`_^•(;-..??•)?a'?w•ri_{ti ?,n:^-?r..!..±r a
.. _ rSC ?1' ^i .. .anx,?,t:r^:'r--:c'?.-?:?cwrs-..•.,•rn?+.e?-Tr?•^?c--w-.-".'+_•rc°?
.. v. rrplvul Arr4 bC)
A. 1. Privato N/A
2. Commercial .......--..,.•,?,..i.,,,...?
3. Housing Development or industrial ??-
N A
4. Other Pu 1c i `"a"" "
9. 1. Lot size(s) -NIA
2. Elevation of lot(s) above mean high water N/A
3. Soil type and texture Silted Sand F Muck
4. Type of building facilities or structures Reinforced Concrete Pipes, Culvert And Bridge
S. Sewage disposal and/or waste water treatment A. Existing
N/A
t 1 f
13. Describe N/A Planned
6• Land Classification (circle one) DEVELOPED
CONSERVATION TRANSITIONAL COh1MUNIT'r
VI. Pertaining to Fill and Water uali OTHER RURAL
Q ty; (Sec CAh1A Loc n se Plan Synopsis)
A. Does the proposed project involve the placement of fill materials below mean high water? Yes
8. 1. Will any runoff or discharge enter adjacent waters as a result of proj No
ect activity or planned
area following project co , pletion? Ye u
s us* of tlto
2. Type of discharge Seet Flow rcace Water
3. Locatiun of discharge Along 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 Suo c
work in project area, if applicable: p emits for
IX. LengM of time required to complete project:
X. In additi:;n to the completed application form, the following items must be provided:
A.' Attach a copy of the deed (with State
application
claims tit): to the affected property. OR if applicant 1s no)t cor other laiming) to be he owner f shaid applicant
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 on his land.
8. Attach an accurate work plat drawn to scale on 8h X 11" white paper (see instruction booklet for
details). Note: Original drawings preferred - only high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by publication (G.S. 113-229 (d))Enter date sarvcd
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
X1. Certification requirement: I certify that to the best of my knowfed;a, he proposed activity com I
with the State of North Carolinas approved coastal management prcgrarn and will be conducts in a
manner consistent with such program. p Ics
XII. Any permit issued pursuant to this.Aplication cation and plat. Applicants should therefore descrlibd?n the) application and plataf! anticipated ?0'is P
opment activities, includin eli•
devel-
g construction, excavation, filling. and land clearing.
kTC
Applicant's Siratura
Asst. State Highway Administrator
24F.a2
tar. 1OJ18 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS r

Benjamin A.
Route 2, Bo
Jamesville,
VEPCO (Now)
Highway 64
Wilmington,
Daniels
x 140
NC 27846
North Carolina Power
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. IV. Furgurson, Et Al (Died)
E. G. Anderson
401 Railroad Street
Robinsonville, NC 27871
Estate Will Be Handled By Branch Banking & Trust
P. 0. Box 1847
Wilson, NC 27894-0361
Cornelia Watson-Johnston
P. 0. Box 54
Plymouth, NC 27962
y t
Sprrat Hrel •?'` - o t y 1/ cr? - r Hertla4 ,rata cvs 4f•P
a 258 : Ketfad 42 7 toreran se 13
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARTIN -WASHINGTON COUNTIES
US 64 PROJECT NO. 8.1155701
SHEET I OF 22- FEB. 1986
II Ha sell s wove 1 Scupmrm I woodlt t e
2 _j
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erects l ?o.}cl • , CMRy
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARTIN -WASHINGTON COUNTIES
US 64 PROJECT NO. 8.1155701
SHEET 2- OF 22- FEB. 1986
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARTIN- WASHINGTON COUNTIES
PROJECT NO. 8.1155701
US 64 OVER CONABY CREEK
SHEET ?g OF 22 FEB. 1986
- GQQOO[1-?s;°: -----u Ca
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AREA OF WETLANDS FILLED ?•? ac.
FILL BELOW O. H.W. o cy.
TOTAL FILL Loo cy.
DENOTES AREA OF
FILL IN WETLANDS.]
SITE
N. C. DEPT. OF TRANSPORTATION
-50. Q_ 100 DIVISION OF HIGHWAYS
MARTIN -WASHINGTON COUNTIES
_SCALE r = 100' _ US 64 PROJECT N0. 8.1155701
SHEET zo OF 21, FEB. 1986
SUAV r BASELIN? CB
31 ?Kll 1
r
PROP. e• . C a G1 1?
P ff ?.RLLAA
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9'94 _` 10.44 TONS
-Y42- 30 RT.- CLASS _8 9QNE_
R E 0' D.
-L 143
R..E_'•9-FURGURSON ZAREA
EY.ISTING WETLANDS PURCHASED AND PUT IN PUBLIC
TRU33T- 5. !
ac- lc R
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146 BROKEN CONC AND a
ASPHALT TO BE REMOVED.
AREA GRADED TO ELEVATION
I`?6 9A FT. AND REPLANTED AND SEEDED.
AND CONVERTED fi0 _WETLANbS
I 0.4 ae.
D 27. 7T
?69.67
r {
SITE YII
N. C. DEPT. OF TRANSPORTATION !
----- --
so• DIVISION OF HIGHWAYS
o ioo•
MARTIN -WASHINGTON COUNTIES
SCALE 1" = poop US 64 PROJECT N0. 8.1155701
SHEET zi OF z2 FEB. 1986