19880177 Ver al_Complete File_19880323

?Y M STS o?
?!' a re~•
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary March 23, 1988 Director
Mr. W. G. Markley
Asst. State Highway Administrator
N.C. Division of Highways
P.O. Box 25201
Raleigh, NC 27611
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Relocation of I-40
N.C. Dept. of. Transportation
Little, Parkway, Fiddlers, Burke,
Bottom, and Abbotts Creeks
Guilford and Forsyth Counties
Dear Mr. Markley:
Attached hereto are two (2) copies of Certification No. 2223
issued to N.C. Department of Transportation dated March 23, 1988.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
Original Signed By
William C. Mills
For
R. Paul Wilms
cc: Wilmington District Corps of Engineers
Winston-Salem Regional Office
Mr. William Mills
Mr. David Owens
Pollution Prevention PaYs
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

.* , N

3
1
NORTH CAROLINA
Guilford and Forsyth Counties
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 29th day of May,
1987 to cross several streams in conjunction with relocation of I-40
from Kernersville to west of Winston-Salem.
The Application provides adequate assurance that the discharge of
fill material into wetlands areas adjacent to the waters of Little,
Parkway, Fiddlers, Burke, Bottom, and Abbotts Creeks in conjunction with
the proposed highway project in Guilford and Forsyth Counties 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 appropriate sedimentation and erosion control
measures shall be employed to minimize turbidity
and siltation impacts from the project.
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 23rd day of March, 1988.
DIVISION OF ENVIRONMENTAL MANAGEMENT
Original Signed By
William C. Mills
For R. Paul Wilms, Director
WQC# 2223
i ?s.sSfA1[o?
r
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary March 23, 1988 Director
Mr. W. G. Markley
Asst. State Highway Administrator
N.C. Division of Highways
P.O. Box 25201
Raleigh, NC 27611
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Relocation of. I-40
N.C. Dept. of. Transportation
Little, Parkway, Fiddlers, Burke,
Bottom, and Abbotts Creeks
Guilford and Forsyth Counties
Dear Mr. Markley:
Attached hereto are two (2) copies of Certification No. 2223
issued to N.C. Department of Transportation dated March 23, 1988.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
Original Signed By
William C. Mills
For R. Paul Wilms
cc: Wilmington District Corps of Engineers
Winston-Salem Regional Office
Mr. William Mills
Mr. David Owens
Pollution Prewntion PAYS
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

11
NORTH CAROLINA
Guilford and Forsyth Counties
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 29th day of May,
1987 to cross several streams in conjunction with relocation of I-40
from Kernersville to west of Winston-Salem.
The Application provides adequate assurance that the discharge of
fill material into wetlands areas adjacent to the waters of Little,
Parkway, Fiddlers, Burke, Bottom, and Abbotts Creeks in conjunction with
the proposed highway project in Guilford and Forsyth Counties 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 appropriate sedimentation and erosion control
measures shall be employed to minimize turbidity
and siltation impacts from the project.
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 23rd day of March, 1988.
DIVISION OF ENVIRONMENTAL MANAGEMENT
Original signed gy
William C. Mills
For
WQC# 2223
R. Paul Wilms, Director
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LEGAL ADVERTISING NOTICE
WINSTON-SALEM JOURNAL
F 7
North Carolina Department of Natural
Resources & Community Development
P.O. Box 27687
Raleigh, NC 27611-7687
L
CIRCULATION FIGURES VERIFIED BY AUDIT BUREAU OF CIRCULATIONS
PUBLIC NOTICE OF APPLICATION FOR
WATER QUALITY CERTIFICATION.
March 3, 1988
39 Lines $38.61
AFFIDAVIT ATTACHED
L)
MAR 17 1988
DGFT & MANAGWENT
NRCD
MAKE CHECKS PAYABLE TO ADDRESS INQUIRIES TO:
PIEDMONT PUBLISHING COMPANY, INC.
P.O. BOX 3159
WINSTON-SALEM, N. C. 27102-3159
INVOICE/STATEMENT
r-

NORTH CAROLINA
FORSYTH COUNTY.
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and State, duly commissioned,
qualified, and authorized by law to administer oaths, personally appeared J.R. Hunter who
being first duly sworn, deposes and says: that he is Treasurer of Piedmont Publishing Com-
pany, Inc., engaged in the publishing of a newspaper known as Winston-Salem Journal, pub-
lished, issued and entered as second class mail in the City of Winston-Salem, in said County
and State: that he is authorized to make this affidavit and sworn statement: that the notice
or other legal advertisement, a true copy of which is attached hereto, was published in Win-
ston-Salem Journal, on the following dates:
March 3, 1988
and that the said newspaper in which such notice, paper document, or legal advertisement
was published was, at the time of each and every such publication, a newspaper meeting all
of the requirements and qualifications of section 1-597 of the General Statutes of North
Carolina and was a qualified newspaper within the meaning of Section 1-597 of the general
statutes of North Carolina.
This 3 day of March 19 8 8
(Signature of person making affidavit)
Sworn to and subscribed before me, this 3 day of March , 198 8
1.4s2j,
Notary Public
My Commission expires: Oct. 9, 1992

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury. Street • Raleigh, North Carolina 27611
James G. Martin, Governor Water Quality Section R. Paul Wilms
S. Thomas Rhodes, Secretary Director
February 26, 1988
Winston-Salem Journal
P. O. Box 3159
Winston-Salem, NC 27102
Attn: Legal Ad Department
Dear Sir:
Please find attached a Public Notice regarding a Water
Quality Certification. Please publish the Notice one time
in your newspaper on or before March 3, 1988.
The invoice in duplicate and three copies of the
affidavit of publication should be sent to:
N.C. Division of Environmental Management
Water Quality Section
P.0 Box 27687
Raleigh, NC 27611
Attn: William Mills
Payment cannot be authorized unless the affidavit of
publication is submitted. If you have any questions, please
contact me at [phone].
Sincerely,
1(h-6"J61
William C. Mills
WCM/dkb
Attachment r-
Pollution Prevention Pays
P.O Box 27687, Raleigh, North Carolina 276117687 Telephone [phone]
An Equal Opportunity Affirtnaorve Action Employer

Public Notice of Application for
Water Quality Certification
The North Carolina Division of Environmental Management
of the Department of Natural Resources and Community
Development has received an application from the N. C.
Department of Transportation, Raleigh, North Carolina for a
Water Quality Certification pursuant to Section 401 of the
Federal Clean Water Act as amended. The activity for which
the certification is sought is the fill in waters and
wetlands of Abbotts Creek, West Fork Deep River, and their
trubitaries in conjunction with construction of the
relocation of Interstate Highway 40 near Rernersville in
Forsyth County.
-=_The public is invited to comment on the impact of the
proposed project on water quality.A copy of the
application may be inspected at the Department's office in
Raleigh, Archdale Building, 512 N. Salisbury Street, Room
904E or the Winston-Salem Regional office, 8025 North Point
Boulevard, Suite 100, Winston-Salem, N.C., during normal
work hours. Comments must be submitted in writing no later
than March 18, 1988. Any comments should be addressed to
the N.C. Division of Environmental Management, Water Quality
Section, P.O. Box 27687, Raleigh, N.C. 27611. Any questions
regarding the Application can be directed to Mr. William
Mills at [phone], Ext. 186.
2/26/88 AA4???
Date Paul Wilms, Director
N.C. Division of Environmental Mgmt.
r -

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611
JAMES G. MARTIN
GOVERNOR
JAMES E. HARRINGTON
SECRETARY
May 22, 1987

DIVISION OF HIGHWAYS
GEORGE E. WELLS, P.E.
STATE HIGHWAY ADMINISTRATOR
LC
District Engineer
U. S. Army Corps of Engineers
P. 0. Box 1890
Wilmington, N. C. 28402
ATTENTION: Regulatory Branch
Dear Sir:
MAY 2
W,ITEr^
SUBJECT: Forsyth-Guilford Cos., Relocation of I-40 from US 421 West of
Winston-Salem to east of Kernersville (I-900)
The North Carolina Department of Transportation proposes to construct the
subject facility as a multi-lane divided freeway. For the most part the highway
will be on new location; however, it will utilize a segment of Corporation
Parkway through Winston-Salem.
Studies have been underway for many years to determine a solution to
east-west traffic problems in the Winston-Salem area. In July, 1982, the Federal
Highway Administration approved the Final Environmental Impact Statement for the
project. At that time it was known as: "East-West Thoroughfare from US 421 to
US 52 (U-301) and East-West Thoroughfare Extension from US 52 to I-40." Federal,
State and local agencies (including, among others: U. S. Army Corps of Engineers,
U. S. Fish and Wildlife Service, Environmental Protection Agency, N. C. Wildlife
Resources Commission, and N. C. Department of Cultural Resources) were involved
in the development of the EIS. The project was reviewed in the field by EPA in
September 1981 and by the Fish and Wildlife Service in March 1982. Suggestions
and concerns of these environmental review agencies, as well as others, were
taken into consideration in the development of the project.
In the development of the EIS the Corps advised that all streams, except
Silas Creek, were being crossed above their headwaters. At that time a permit
was not required for fill above headwaters. Eventhough a permit was not required
the plans were developed minimizing the impacts on these streams and their
adjacent wetlands. The facility has been designed in conformance with the
approved EIS. There are some slight variances in quantities and distances due to
more refinement in the design. Silas Creek will not be crossed by the project.
r
May 22, 1987
Page 2
Our design indicates Salem Creek is also below headwaters but it is to be
crossed with a bridge such that no f i l l will be placed in the waters of the
United States or their adjacent wetlands. Therefore, a permit should not be
required for the Salem Creek crossing. There are several sites where fill is
being placed above headwaters that, because of the October, 1984, changes in the
Corps regulations, require Department of the Army authorization for construction.
We are of the opinion that each of these sites should be authorized by the
nationwide permit for above headwaters 33 CFR 330.5 (a)(26).
Because of the magnitude of this highway improvement it will be broken into
several projects for construction; however, we are requesting Corps authorization
for of the entire facility that will be on new location. The alignment was
reviewed in the field Nov. 6, 1986, by N.C.D.O.T. staff with staff of the Corps
of Engineers to determined jurisdictional waters and wetlands. The regulated
areas in which fill will be placed are as follows:
I-900 AA
Site 1: The extension of a triple 8'x10' RCBC for Little Creek which has a
drainage area of 3.4 sq. mi. and an average flow of 3.4 cfs. 97 cu.
yds. of fill will be placed below OHW and 0.06 acre of wetland will be
filled.
Site 2: The construction of a double 12'x8' RCBC for a minor channel change of
Little Creek which, at this point, has a drainage area of 3.3 sq. mi.
and an average flow of 3.3 cfs. 156 cu. yds. of fill will be placed
below OHW and 0.1 acre of wetland will be filled.
Site 3: The extension of a triple 8'x10' RCBC for Little Creek which has a
drainage area of 3.1 sq. mi. and an average flow of 3.1 cfs. 222 cu.
yds. of fill will be placed below OHW and 0.14 acre of wetland filled.
I-900 AB
No sites requiring permits.
I-900 AC & AD
Site A: Approximately one mile of channel change of Parkway Creek of which 2200
feet will be in a box culvert (1 @ 9' x 9' & 2 @ 8' x 9'). Parkway
Creek has a drainage area of 2.6 sq mi. and an acreage flow of 2.6 cfs.
7958 cu. yds. of fill will be placed below OHW and 1.7 acres of surface
water with a fringe of wetlands will be filled.
Site B: Approximately 1200 feet of channel change of Parkway Creek including
300 feet of double 8'x 6' RCBC. At this point Parkway Creek has a
drainage area of 630 acres and an average flow of 1 cfs. 1485 cu. yds.
of fill will be placed below OHW and 0.3 acre of wetland will be
filled.
a i
May 22, 1987
Page 3
Site C: Approximately 0.5 acre of wetland adjacent to a small unnamed drainage
way will be filled. This drainage way is for a drainage area of 5 acres
which has an average flow of less than 1 cfs.
I-900 BA
Site 1-a: Approximately 0.08 acres of wetland in the Fiddlers Creek floodplain
will be filled. The creek has a drainage area of 4.3 sq. mi. and an
average flow of 4.3 cfs.
Site 1-b: Approximately 1.3 acres of Fiddlers Creek floodplain, which has a
drainage area of 4.3 sq. mi. and an average flow of 4.3 cfs., will be
filled.
I-900 BB
No sites requiring permits.
I-900 BC
Site 1: A channel change of an, unnamed drainage way will require placing 1210
cu. yds. of fill below OHW and fill 0.3 acres of wetland. The drainage
area is approximately 10 acres and has an average flow of less than 1
cfs.
Site 2: The construction of a double 7' x 7' RCBC and culvert extension will
require the placement of 200 cu. yds. of fill below OHW and will fill
1.71 acres of wetland of an unnamed drainage way that has a drainage
area of 0.95 sq. mi. and an average flow of 1.0 cfs.
In addition to the sites listed above, there are a number of small stream
crossings that your staff has indicated should be authorized by the nationwide
permit.for minor road crossings. Each of these sites would also be above the
headwaters. They are as follows:
Project Location Structure Stream
I-900 AB 182+37 1 @ 7' x 6' RCBC Trib. of Little C k.
I-900 AB 228+71 2 @ 10' x 6' RCBC Burke Ck.
I-900 AC 273+60 3 @ 8' x 8' RCBC Bottom Br.
I-900 AF 46+85 Rt. Ln. 1 @ 6' x 6' RCBC Trib. of Fiddlers Ck.
I-900 AF 51+47 Lt. Ln. 72" CSP Trib. of Fiddlers Ck.
I-900 BA 275+90 1 @ 5' x 5' RCBC Trib. of Fiddlers Ck.
I-900 BA 306+60 4 @ 9' x 12' RCBC Fiddlers Ck.
I-900 BA 374+85 1 @ 5' x 5' RCBC Trib. of Fiddlers Ck.
I-900 BB 501+10 66" RCP Trib. of Abbotts Ck.
I-900 BB 532+67 1 @ 9' x 8' RCBC Pinetree Br.
I-900 BB 576+23 2 @ 6' x 5' RCBC Trib. of Abbotts Ck.
I-900 BB 588+67 3 @ 12' x 7' RCBC Abbotts Ck.

May 22, 1987
Page 4
I-900 BB 36+20 Ser. Rd.
I-900 BC 667+85
I-900 BC 731+04
1 @ 9' x 10' RCBC
2 @ 11' x 8.5'RCBC
1 @ 9' x 10' RCBC
Fiddlers Ck.
NI. Fk. Deep R.
Trib. of Deep R.
There are other very small stream crossings utilizing smaller pipe culverts
which are not individually listed. Each of these cases would also be authorized
by either the nationwide permit for minor road crossing or above headwaters.
Application is hereby made for Department of the Army authorization as
required for the subject work. As has been indicated, we believe the entire
project may be authorized by the use of the nationwide permits for either above
headwaters or minor road crossing fill. The total fill in wetlands for the nine
identified regulated above headwater sites is 6.2 acres with the maximum at any
site being 1.7 acres. Attached is the permit application and drawings depicting
proposed work. This letter is to serve as the "pre discharge notification."
Application is being made, by copy of this letter, for a Section 401 Water
Quality Certification from the N. C. Department of Natural Resources and
Community Development.
If you have any questions, you may call Barney O'Quinn at 733-7842.
TLW/BJO/wp
Attachments
cc: Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
John Parker, NRCD
Paul Wilms, NRCD
W. M. Ingram
W. G. Marley
A. L. Hankins
W. A. Wilson
D. L. Squires
B. G. Jenkins
L. A. Sanderson
D. B. Waters
J. W. Watkins
Ken Bellamy, FHWA
Sincerely,
?A) ZEZ' V
T. L. Waters, P. E.
Asst. State Highway Administrator
APPLICATION
- FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FORMA OR DEVELOPMENT
Department of Administration State of North Carolina Department of the Army
(GS 14612) Department of Natural Resources and Community Development Corps of Engineers, Wilmington Dis
(GS 113-229,143-215.3(a)(1), 143-215.3(c), 113A-118 (33 CFR 209.320-329)
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
1. Applicant Information
A. Name- N C _n ant. of Trans=rtati nti Division of Hicrh
Last First Middle
B. Address P. 0 Box 25201
Street, P. O. Box or Route
Ra l ai a'h Nnri-h Carol i na 2761 1 ( LS) 7'11-6.148
City or Town State Zip Code Phone
If. Location of Proposed Project:
A. County Forsyth-Guilford _
B. 1. City, tnwn, community or landmark Winston-Salem & Kernersyil le
2. Is proposed work within city limits? Yes -X No X
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Salem Creek, Deep River Tributary
111. Description of Project
A. 1. Maintenance of existing project 2. New work _R:zP.R.C; Route
8. Purpose of excavation or fill
1. Access channel N/A length width __depth
2. Boat basin N/A length =,-width depth
3. Fill area - N-/_A length width depth :-
4. Other Puh1 i c Hi hway length 1 65 Wj?t,Ag. 2 t Varies
C. 1. Bulkhead length N/A A _ Average distance waterward of MHW (shoreline)-
2. Type of bulkhead construction (material)
D. ;Eked material (total for project)
1. Cubic yards 2. type of material Suitable Borrow Material
E. Fill material to be placed below MHW (see also V1. A)
;1_. CubicyardsSee Individual SiZerypeofmaterial Suitable Borrow Material
maps
IV. Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes _No 1~
-- . -- -- - -- -- .. - - _.. _ - - -j-- - - -- _ .._ .
C. - Disposal Area - NI - A
1. Location
2. Do you claim title to disposal area'?- N/A
/ A +
D. Fill material source if fill is to be trucked in Off Site Borrow
E. How will excavated material be entrapped and erosion controlled? Standard Highway
Erosion/Sedimentation Control Measures
F. Type of equipment to be used Hi ohwav Construction Eauibment
G. Will marshland be crossed in transporting equipment to project site? If yes, explain No
Dal=-81 s -

?.a
V. Intended Use of Project Area (Describe)
A. 1. Private N/A
2. Commercial N/A
3. Housing Development or Industrial N/A
4. Other Public Highway
B. 1. Lot size(s) N/A
2. Elevation of lot(s) above mean high water N/A
3. Soil type and texture M j A
4. Type of building facilities or structures N/A
5. Sewage disposal and/or waste water treatment A. Exist' Planned
B. Describe
6. Land Classification (circle one) DEVELOPED TRANSITIONA COMMUNITY' - RURAL
CONSERVATION OTHE (See CAMA Local Land. Use Plan Synopsis)
VI. Pertaining to Fill and Water Quality:
A. Does the proposed project involve the placement of fill materials below?meX? tt:er? Yes_X_No
B. 1. Will any runoff or discharge enter adjacent waters as a result of project activity or planned use of the
area following project completion? Yes X No _
2. Type of discharge Sheet-Flow From Roadway ?-
3. Location of discharge Along Length of Highway
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 State permits for
work in project area, if applicable: N/A
IX. Length of time required to complete project: 6 Years
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,
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.
B. Attach an accurate work plat drawn to scale on 8%x X 11" white paper (see instruciuon 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 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 List
XI.. Certification requirement: 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. "
XII. Any permit issued pursuant to this application will allow only the development described in this appli-
cation and plat. Applicants should therefore describe in the application and plat all anticipated devel-
opment activities, including construction, excavation, filling, and land clearing.
DATE
Applicant's Signature
ASST. STATE HIGHWAY ADMINISTRATOR
ndF.a2 err orvrucr emafrnv UAII 1tir_ 1iuCT12nrT1nNC

PROPERTY OWNERS
I-900 AA
Lula B. Spainhour Estate
NC Dept. of Transportation
c/o Frankie Caudle
2694 Alderney Lane
Winston Salem, NC 27103
P.O. Box 25201
Raleigh, NC 27611
I-900 AC & AD
Marcus R. & John A Shelton 632 Friartur_k Rd.
Winston Salem, NC 27104
John L. Reich
Baity Tire Service, Inc.
Rebecca S. Smith
J.J. Furches
c/o NCNB Trust Division
P.O. Box 21848
Greensboro, NC 27420
1110 Old Salisbury, Rd.
Winston Salem, NC 27107
1317 Old Salisbury Rd.
Winston Salem, NC 27107
1701 Jonestown Rd.
Winston Salem, NC 27103
Sylvia B. Golding
Georgia L. Mills
Mattie L. McNair
John Calvin Porter, Et Al
Quality Oil Co.
Golddome National Corp.
Centenary Methodist Church
Agusta H. Wells Moynelo
1009 Cloister Dr.
Winston Salem, NC 27107
949 Cloister: Dr.
Winston Salem, NC 27107
901 Cloister: Dr.
Winston Salem, NC 27107
1043 Miller St.
Winston Salem, NC 27103
P.O. Box 27:36
Winston Salem, NC 27102
745 5th Avenue
New York, NY 10022
646 W. 5th St.
Winston Salem, NC 27101
P.O. Box 97
Munt Dora, F'L 32757

Forsyth County
NC Dept. of Transportation
Paul W. Mulligan
George J. Vlasis
Dorothy White Durham
I-900 BA
Evelyn H. Arant
Duke Power Co., Inc.
I-900 BC
Kernersville Limited Partnership
Maxine H. Tedder
Jerolene H. Loggins
W. Don Brown
Winston Salem, NC 27103
P.O. Box 25:201
Raleigh, NC 27611
5300 Sahttle Dr.
Winston Salem, NC 27105
2876 Fairmont Rd.
Winston Salem, NC 27106
100 Beech Dr.
Lewsville, NC 27203
2601 Meadowwood Dr.
Winston Salem, NC 27107
c/o Allen Eason
Head of Real Estate
1600 Woodlawn Rd.
Charlotte, NC 28242
c/o Jack Eiseman
3825 W. Market St.
Suite 106
Greensboro, NC 27407
5205 Bunker Hill Rd.
Colfax, NC 27235
4507 Dare Ave.
Winston Salem, NC 27101
503 S. Bunker Hill Rd.
Colfax, NC 27235
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0 S 10 20 SCALE OF MILES
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END
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_ 'NC DEPT OF TRANSPORTATION
DIVISION OF HIGHWAYS
W O ;FORSYTH COUNTY j
;i PROJECT 8.16204 I-900
a-? RELOCATION OF I-40 FROM
US 421 W. OF WINSTON SALEM
;TO SANDY RIDGE RD NEAR COLFAX
'SCALE AS SHOWN
1, SHEET 2 OF 41 FEB. 87 _ ??

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:NC DEPT. OF TRANSPORTATION
,
DIVISION OF HIGHWAYS
!FORSYTH COUNTY
PROJECT 8.1620400- I-900 AA
`RELOCATION OF I-40 FROM
AS 411 W . - OF WINSTON SALEM
TO SANDY RIDGE RD NEAR COLFAX
;SCALE AS SHOWN
DENOTES FILL BELOW ON's
DA 3.4 ml,
AVG FLOW =3.4 CFS NG DEFT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
FORSYTH COUNTY
PROJECT .?3.3.6204a2 I-900 l4h
SITE RF:LOCA?.'TnN OF I-40 F ROM
US 421 W W. OF WINS `'ON ..
'TO SANi?Y RIDGE RD NEANR SALEM COLFA?
SCALE AS SHOWN
} --- A ,.? e.a FRR. 87
.
' 1.
RELOCATED SR 1126 (VESTMILL PAD) 810
810 --?- '` - - - _ _ _
PROP 8 00 4
800 ---? I-40
WBL f
PROP 1-40 790
790
EBL
PROP 780
780 30
RCP
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PROP 3 8' x 10'
770
760
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750 ,
OHW EL. 744.0 740
740
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RDWY EXIST. 790
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PROP N
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760 RCBC 760
750
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740
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DENOTES FILL BELOW OH W
NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
FORSYTH COUNTY
PROJECT 8.1620402 I-900A11
RELOCATION OF I-40-FROM
e SITE I US 421 W. OF WINSTON SALEM
J t-. i TO SANDY RIDGE RD NEAR COLFAX
SCALE AS SHOWN
FEB. 5 OF 4 t3?
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NC DEPT. OF TRANSPORTATION
0 A = 3.3 SQ. M1. I DIVISION OF HIGHWAYS
AVG FLOW z 3.3 CFS ? FORSYTH COUNTY t
i 1 PROJECT 8.1.620402 "I-900AA
RELOCATION OF I-40 FROM i
US 421 W. OF WINSTON SALEM i
TO SANDY RIDGE RD NEAR COLFAX.
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NC DEPT OF, °TRANSPOiffAtt
o DIVISION OF HIGHWAYS
FORSYTH COUNTY
?- i PROJECT 8.1620402 I-900
RELOCATION OF I-40 FROM
US 421 W. OF WINSTON SALEM
TO SANDY RIDGE RD NEAR COLFAX
0 0 0 o ;SCALE AS SHOWN
SHEET 40. OF. 43 . FEB. 87

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4N sl ti .:PROPOSED CULVERT. AND
CHANNEL CHANGE ON 1-40
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MP?R,...? FORSYTH COUNTY
PROJECT 8.1620405
(I-900 AC & AD)
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SECTION D - D{f
PROPOSED CULVERT SCHANNEL,
F FILL BELOW 0.H.'W. ON 1-40 1}
_ ". EORSYTH COUNTY SCALE:- VERT 1. =10
PROJECT, 8.16^0405 `
R.HORZ 1"--20
(1,-9:)0 AC 8 AD)
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APPLICATION BY :h.C.D.Q,T..
DIVIS19N OF K1 HWAYS
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PROP R/W _? PROP TOE
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810 810
0 25 50 100 0 5 10 20
HOR VER
PLAN AND PROFILE SCALE
SECTION B-8
120 80 40 0 40 80 120
830 C ( 830
L-A
820-
810- 810
0 10 20 40 0 5 10 20 .
H 0 R VER
SITE 1-b
NC DEPT. OF TRANSPORTATION
DENOTES FILL IN WEThAND DIVISION OF HIGHWAYS
FORSYTH COUNTY r
PROJECT 8.1620403 I-900 BA '
RELOCATION OF I-40 FROM -
US 421 W. OF WINSTON SALEM d
TO SANDY RIDGE RD NEAR COLFAX l

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NC DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
FORSYTH COUNTY . •' j
PROJECT 8.1620408 I-900 SG
RELOCATION OF I-40 FROM
.
'US 421 W. OF.WINSTON'SALEM t
TO SANDY RIDGE RD-NEAR COLFAX
_ SCALE AS SHOWN ; ;