20010274 Ver 1_Complete File_20010223

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
MEMO TO:

Terry R. Gibson, PE Pat Hodges
John A. Wolf, Jr., PE Richard S. Johnson,
Tim Rountree, PE Archie Hankins, Jr.,
Jimmy Lynch, PE Bill Johnson
FROM: V'-'--Kathy Lassiter, PE 5-t'?_Ccd
Project Engineer
DATE: May 22, 2000
SUBJECT: Project8.1463001 (B-3366) Robeson County
F. A. Project BRSTP-41(4)
Bridge 122 over Cotton Mill Branch on NC 41 in Lumberton
Combined Field Inspection
Before completing-the final plans for this project, we would like to review
them in the field with all personnel involved.
In accordance with Tracey Conrad Pittman, PE, the field inspection will begin
at 10:30 a.m. on June 8, 2000 at the Division Office Conference Room. I
request that each of you attend this meeting or have a representative attend
for you.
Attached is a list of the environmental commitments that were developed during
the planning stage of the project. Review these commitments to ensure all
construction-related commitments can be properly executed.
This project is scheduled to be let June 19 2001; therefore, all final data
should be submitted to this office prior to March 13, 2001.
Under separate cover, we are forwarding two sets of Roadway plans to the
Division Engineer. Also, the CADD files have been placed on CC4/TIPDATA/B-
3366 for your use.
KL/sts
Attachment
CC: Calvin Leggett, PE
John Williamson, Jr.
Charles W. Brown, PE., PLS
Greg Fuller
Laurie Smith
Omar Sultan
Ron King, PE
DEHNR Office
Michael S. Robinson , PE (W/Env
Barry W. Harrington (W/Env. Com
Print Distribution: Normal
John Alford, PE
Bill Moore, III, PG
G. G. Murr, PE
Stuart Bourne, PE
R. W. (Rusty) Thompson
Larry White
David Smith, PE
Com. List)
List)

DAVID MCCOY 2
SECRETARY ,
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01027 4
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201
GOVERNOR
February 7, 2001
U.S. Army Corps of Engineers
Regulatory Field Office
P.O. Box 1890
Wilmington, NC 28402-1890
Attention: Mr. Dave Timpy
NCDOT Coordinator
FEB 2 3 2001
DAVID McCOY
SECRETARY
Subject: Robeson County, NC 41, replace Bridge No. 122 over Cotton Mill Branch. T.I.P. No.
B-3366; State Project No. 8.1463001; Federal Project No BRSTP-41(4).
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 122
over Cotton Mill Branch on NC 41. The existing right-of-way (ROW) is 18.3 m (60.0 ft) and the
proposed ROW is 24.4 m (80.0 ft). The existing cross section is a 17.1 m (56.0 ft) wide bridge with an
existing structure type of a reinforced concrete floor on I-beams. Bridge No. 122 will be replaced with a
two barrel, 8-foot by 8-foot reinforced concrete box culvert at the same location as the existing bridge
(see Fig. 2). The roadway will be 64 feet wide from face to face of curbs with gutters. Approach work
will consist of resurfacing to tie in to the existing roadway approaches to the bridge. Existing sidewalks
on both sides of the bridge will be replaced. The project length will be approximately 500 feet. Traffic
will be maintained by phase constructing an extra length culvert to accommodate two lanes of traffic
during construction. No wetlands will be impacted by the proposed work. Bridge replacement over the
Cotton Mill Branch is scheduled to be let to construction on June 19, 2001.
Temporary and permanent fill in surface water impacts are anticipated. The project will impact
115 linear feet of stream. Total instream impacts equal 0.042 acres. No wetlands are located within the
project area.
Bridge No. 122 contains one span totaling 21 feet (6.4 meters). The bridge superstructure is
composed of a reinforced concrete deck with steel beams. The bridge superstructure is composed of two
end bents, consisting of timber piles and caps. The end bents will be removed without dropping any of
its components into Waters of the United States. There is potential for components of the reinforced
concrete deck to be dropped into Waters of the United States during construction. The resulting potential
temporary fill associated with bridge deck is approximately 23 yd3.

The Categorical Exclusion document prepared for the project includes environmental
commitments. All standard procedures and measures will be implemented to avoid or minimize
environmental impacts. All practical Best Management Practices will be included and properly
maintained during project construction.
The project is being processed by the FHWA as a "Categorical Exclusion" (CE) in accordance
with 23 CFR 771.115(b). A copy of this document has been attached to this letter as well as a copy of
the Natural Resources Technical Report prepared for this project. The NCDOT does not anticipate
requesting a Section 404 Individual Permit but proposes to proceed under a Section 404 Nationwide
Permit 23 and 33 in accordance with 33 CFR 330 issued by the COE. The provisions of Section 330.4
and Appendix A (C) of these regulations will be followed in the construction of the project.
The NCDOT anticipates that 401 General Water Quality Certification for an approved CE will
apply to this project. A copy of the CE document has also been provided to the North Carolina
Department of Environment and Natural Resources, Division of Water Quality, for their review.
If you have any questions or need any additional information, please contact Ms. Shannon
Simpson at ext. 332.
Sincerely,

illiam D. Gillmore, Manager
Project Development and Environmental Analysis
WDG/sls
Enclosure
cc: Mr. David Franklin, COE, Wilmington
Mr. John Dorney, Division of Water Quality
Mr. David Cox, NCWRC
Mr. Tim Rountree, P.E., Structure Design
Mr. Calvin Leggett, P.E., Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. John Alford, P.E., Roadway Design
Mr. David Henderson, P.E., Hydraulics Unit
Mr. Ray Arnold, P.E., Design Services
Mr. Don Lee, Roadside Environmental
Mr. Terry R. Gibson, P.E., Division 6 Engineer
Mr. James J, Rerko, Division Environmental Officer
Ms. Karen Orthner, Project Development and Environmental Analysis
a
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DEM ID:
010274
CORPS ACTION ID:
2/7/2001
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 23 and 33
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL
MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: NC Dept. of Transportation; Project Development and
Environmental Analysis
2. MAILING ADDRESS: 1548 Mail Service Center
SUBDIVISION NAME:
CITY: Raleigh STATE: NC ZIP CODE: 27699-1548 .
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT
FROM MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
William D. Gilmore , P.E., Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Robeson NEAREST TOWN OR CITY: Lumberton

2
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Bridge No. 122 on NC 41 over Cotton Mill Branch
6. IMPACTED OR NEAREST STREAM/RIVER: Cotton Mill Branch
RIVER BASIN: Lumber River
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
No
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: NA
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
0 acres
i
3
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED: 0.0
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: N/A FT AFTER: FT
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER: FT
AVERAGE DEPTH BEFORE: N/A FT AFTER:
N/A FT
FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: See cover letter for details.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): See cover letter for details. Bridge No. 122 will be replaced
with two barrel, reinforced concrete box culvert at the same location as
the existing bridge.

4
13. PURPOSE OF PROPOSED WORK: Bridge Replacement
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Project is water dependent. Minimization efforts are outlined in
Attached cover letter.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: see CE (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: See CE
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [X] NO [] (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ ] NO [X]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [X]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
r
5
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR
1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Urban
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/A ENT's SIGNATURE ATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))

LU POP. 20,202 41
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BECM STATE PROJECT 8.1463001
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NC 41 uwaoso.
END STATE PROJECT WON/
VICINITY MAP

REPLACE BRIDGE # 122 OVER COTTON MILL
BRANCH ON NC41
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LEGEND
LINE WT LIN E WT
-WLB , WETLAND BOUNDARY 4-6 PROPOSED BRIDGE 6
WETLAND
?--W L 4-6 PROPOSED BOX CULVERT 6

DENOTES FILL IN
2 LL
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PROPOSED PIPE CULVERT
12'-48' 15
DENOTES FILL IN (DASHED LINES DENOTE PIPES
® SURFACE WATER 2 EXISTNG STRUCT URES)
54' PIPES
6
ABOVE
&
& ABOVE
® DENOTES FILL IN
SURFACE WATER 2
2

(POND) SINGLE TREE
® DENOTES TEMPORARY 2 2
FILL IN WETLAND rr`z--?`??-r?L WOODS LINE
® DENOTES EXCAVATION 2 E
IN WETLAND DRAINAGE INLET
DENOTES TEMPORARY
®
FILL IN SURFACE 2
ROOTWAD
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WATER
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• _ = CLEARING
2
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TOP OF BANK
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BUFFER ZONE 1
2
2 BOUNDARY
-? PROP. RIGHT OF WAY

- - NG -
- NATURAL GROUND 2 - ZONE 2 - BUFFER ZONE 2
BOUNDARY 2
- -PL _ PROPERTY LINE 2
- TDE - TEMP. DRAINAGE 2
EASEMENT
-PDE- PERMANENT DRAINAGE 2
EASEMENT
- EAB- EXIST. ENDANGERED 2
ANIMAL BOUNDARY
- EPB- EXIST. ENDANGERED 2
PLANT BOUNDARY

- - - - -
- WATER SURFACE 2

X
X
X LIVE STAKES 2
X
X N. C. DEPT. OF TRANSPORT ATION
O BOULDER 6 DIVISION OF HIGHWA YS
ROBESON COUNTY
--- CORE FIBER ROLLS
PROJECT: 8.1463001 (B-336 6)
REPLACE BRIDGE X122 O VER
COTTON MILL BRAN CH
ON NC 41
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PROPERTY OWNERS
NAMES AND ADDRESSES
SITE NO.
NAMES
ADDRESSES
JOSEPH L.KNUCKLES
WARREN KEITH HAYWOOD
J.O. WATTS
ALICE BOWMAN
P.O. Box 970
Lumberton, NC 28358
1218 Martin Luther King Drive
Lumberton, NC 28358
1500 South Blvd.
Myrtle Beach, SC 29577

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201
GOVERNOR
February 7, 2001
U.S. Army Corps of Engineers
Regulatory Field Office
P.O. Box 1890
Wilmington, NC 28402-1890
Attention: Mr. Dave Timpy
NCDOT Coordinator
f EB 2 3 KU

DAVID McCOY
SECRETARY
Subject: Robeson County, NC 41, replace Bridge No. 122 over Cotton Mill Branch. T.I.P. No.
B-3366; State Project No. 8.1463001; Federal Project No BRSTP-41(4).
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 122
over Cotton Mill Branch on NC 41. The existing right-of-way (ROW) is 18.3 in (60.0 ft) and the
proposed ROW is 24.4 in (80.0 ft). The existing cross section is a 17.1 in (56.0 ft) wide bridge with an
existing structure type of a reinforced concrete floor on I-beams. Bridge No. 122 will be replaced with a
two barrel, 8-foot by 8-foot reinforced concrete box culvert at the same location as the existing bridge
(see Fig. 2). The roadway will be 64 feet wide from face to face of curbs with gutters. Approach work
will consist of resurfacing to tie in to the existing roadway approaches to the bridge. Existing sidewalks
on both sides of the bridge will be replaced. The project length will be approximately 500 feet. Traffic
will be maintained by phase constructing an extra length culvert to accommodate two lanes of traffic
during construction. No wetlands will be impacted by the proposed work. Bridge replacement over the
Cotton Mill Branch is scheduled to be let to construction on June 19, 2001.
Temporary and permanent fill in surface water impacts are anticipated. The project will impact
115 linear feet of stream. Total instream impacts equal 0.042 acres. No wetlands are located within the
project area.
Bridge No. 122 contains one span totaling 21 feet (6.4 meters). The bridge superstructure is
composed of a reinforced concrete deck with steel beams. The bridge superstructure is composed of two
end bents, consisting of timber piles and caps. The end bents will be removed without dropping any of
its components into Waters of the United States. There is potential for components of the reinforced
concrete deck to be dropped into Waters of the United States during construction. The resulting potential
temporary fill associated with bridge deck is approximately 23 yd3.

The Categorical Exclusion document prepared for the projec?iincludes environmental
commitments. All standard procedures and measures will be implemented to avoid or minimize
environmental impacts. All practical Best Management Practices will be included and properly
maintained during project construction.
The project is being processed by the FHWA as a "Categorical Exclusion" (CE) in accordance
with 23 CFR 771.115(b). A copy of this document has been attached to this letter as well as a copy of
the Natural Resources Technical Report prepared for this project. The NCDOT does not anticipate
requesting a Section 404 Individual Permit but proposes to proceed under a Section 404 Nationwide
Permit 23 and 33 in accordance with 33 CFR 330 issued by the COE. The provisions of Section 330.4
and Appendix A (C) of these regulations will be followed in the construction of the project.
The NCDOT anticipates that 401 General Water Quality Certification for an approved CE will
apply to this project. A copy of the CE document has also been provided to the North Carolina
Department of Environment and Natural Resources, Division of Water Quality, for their review.
If you have any questions or need any additional information, please contact Ms. Shannon
Simpson at ext. 332.
Sincerely,

--? illiam D. Gillmore, Manager
tl)
Project Development and Environmental Analysis
WDG/sls
Enclosure
cc: Mr. David Franklin, COE, Wilmington
Mr. John Dorney, Division of Water Quality
Mr. David Cox, NCWRC
Mr. Tim Rountree, P.E., Structure Design
Mr. Calvin Leggett, P.E., Programming and TIP
Ms. Debbie Barbour, P.E., Highway Design
Mr. John Alford, P.E., Roadway Design
Mr. David Henderson, P.E., Hydraulics Unit
Mr. Ray Arnold, P.E., Design Services
Mr. Don Lee, Roadside Environmental
Mr. Terry R. Gibson, P.E., Division 6 Engineer
Mr. James J, Rerko, Division Environmental Officer
Ms. Karen Orthner, Project Development and Environmental Analysis
A
DEM ID:
0'10274
CORPS ACTION ID:
2/7/2001
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 23 and 33
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL
MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL
MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: NC Dept. of Transportation; Project Development and
Environmental Analysis
2. MAILING ADDRESS: 1548 Mail Service Center
SUBDIVISION NAME:
CITY: Raleigh. STATE: NC ZIP CODE: 27699-1548
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT
FROM MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER (HOME):
(WORK): 919-733-3141
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,
ADDRESS, PHONE NUMBER:
William D. Gilmore , P.E., Manager
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Robeson NEAREST TOWN OR CITY: Lumberton
lk
2
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Bridge No. 122 on NC 41 over Cotton Mill Branch
6. IMPACTED OR NEAREST STREAM/RIVER: Cotton Mill Branch
RIVER BASIN: Lumber River
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW),
WATER SUPPLY (WS-I OR WS-II)? YES [ ] NO [X] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)?YES[ ] NO[X]
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
No
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: NA
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT
SITE:
0 acres

3
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION:
OTHER:
TOTAL ACRES TO BE IMPACTED: 0.0
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED; PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: N/A FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): N/A FT
WIDTH AFTER:
AVERAGE DEPTH BEFORE: N/A FT AFTER:
FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER: See cover letter for details.
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY): See cover letter for details. Bridge No. 122 will be replaced
with two barrel, reinforced concrete box culvert at the same location as
the existing bridge.
4'
4
13. PURPOSE OF PROPOSED WORK: Bridge Replacement
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST.BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
Project is water dependent. Minimization efforts are outlined in
Attached cover letter.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: see CE (ATTACH RESPONSES FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: See CE
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE
OF PUBLIC (STATE) LAND?
YES [X] NO [I (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN
ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH
CAROLINA ENVIRONMENTAL POLICY ACT?
YES [ ] NO [X]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [X]
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
5
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR
1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Urban
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/A ENT'S SIGNATURE ATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))

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BEGIN STATE PROJECT 87463007
VICINITY MAP
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NC M _
MW STATE PROj=r 8!4(3061
REPLACE BRIDGE # 122 OVER COTTON MILL
BRANCH ON NC41
LEGEND
LINE WT LINE WT
-WLB WETLAND BOUNDARY 4-6 PROPOSED BRIDGE 6
WETLAND
??J L 4-6 PROPOSED BOX CULVERT 6
® DENOTES FILL IN 2 PROPOSED PIPE CULVERT
WETLAND
" 15
'
-48
12
DENOTES FILL IN
2 (DASHED LINES DENOTE PIPES
'
® SURFACE WATER EXISTNG STRUCTURES) 54
PIPES 6
& ABOVE
® DENOTES FILL IN
SURFACE WATER 2

(POND) 2
SINGLE TREE
® DENOTES TEMPORARY 2
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FILL IN WETLAND r^?r!!?_-?
LrnL WOODS LINE
® DENOTES EXCAVATION
IN WETLAND 2
DRAINAGE INLET
DENOTES TEMPORARY
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FILL IN SURFACE 2
ROOTWAD 2
WATER
" * +
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" DENOTES MECHANIZED
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?- ?- FLOW DIRECTION RIP RAP 2
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TOP OF BANK
WE 2 ( 1 ADJACENT PROPERTY OWNER 2
- -
- - EDGE OF WATER ? -' J OR PARCEL NUMBER
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_ -
- PROP. LIMIT OF CUT
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PROP. LIMIT OF FILL
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- ZONE 1 BUFFER ZONE 1 2
-

2 BOUNDARY
?- PROP. RIGHT OF WAY
2 BUFFER ZONE 2 2
- - NG - - NATURAL GROUND - ZONE 2 -
BOUNDARY
- -PL - PROPERTY LINE 2
-TDE- TEMP. DRAINAGE 2
EASEMENT
-PDE- PERMANENT DRAINAGE 2
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- EAB- EXIST. ENDANGERED 2
ANIMAL BOUNDARY
- EPB- EXIST. ENDANGERED 2
PLANT BOUNDARY
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X LIVE STAKES 2
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X N. C. DEPT. OF TRANSPORTATION
BOULDER 6 DIVISION OF HIGHWAYS
ROBESON COUNTY
--- CORE FIBER ROLLS
PROJECT: 8.1463001 (B-3366)
REPLACE BRIDGE #122 OVER
COTTON MILL BRANCH
ON NC 41
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PROPERTY OWNERS
NAMES AND ADDRESSES
SITE NO.
NAMES
ADDRESSES
JOSEPH L.KNUCKLES
WARREN KEITH HAYWOOD
J.O. WATTS
ALICE BOWMAN
P.O. Box 970
Lumberton, NC 28358
1218 Martin Luther King Drive
Lumberton, NC 28358
1500 South Blvd.
Myrtle Beach, SC 29577

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010274
CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
TIP Project No.
State Project No.
Federal Project No
Project Description:
A.
B-3366
8.1463001
BRSTP-41(4)
The project consists of replacing Bridge No. 122 on NC 41 over Cotton
Mill Branch in Lumberton. Bridge No. 122 will be replaced with a two barrel,
8-foot by 8-foot reinforced concrete box culvert at the same location as the
existing bridge (see Fig. 2.) The roadway will be 64 feet wide from face to face of
curbs with gutters. Approach work will consist of resurfacing to tie in to the
existing roadway approaches to the bridge. Existing sidewalks on both sides of
the bridge will be replaced. The project length will be approximately 500 feet.
Traffic will be maintained by phase constructing an extra length culvert to
accommodate two lanes of traffic during construction.
Purpose and Need:
B.
Bridge No. 122 has a sufficiency rating of 47.E out of 100. The deck and
superstructure of the 60-year old bridge are in poor condition. For these reasons,
Bridge No. 122 needs to be replaced.
Proposed Improvements:
C
The following Type II improvements which apply to the project are
circled:
1. Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).
a. Restoring, Resurfacing, Rehabilitating, and Reconstructing
pavement (3R and 4R improvements)
b. Widening roadway and shoulders without adding through lanes
c. Modernizing gore treatments
d. Constructing lane improvements (merge, auxiliary, and turn lanes)
e. Adding shoulder drains
f. Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treatments
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane)

2. Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting.
a. Installing ramp metering devices
b. Installing lights
c. Adding or upgrading guardrail
d. Installing safety barriers including Jersey type barriers and pier
protection
e. Installing or replacing impact attenuators
f. Upgrading medians including adding or upgrading median barriers
g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing clear zone safety improvements including removing
hazards and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hardware including bridge rail retrofit
3. Bridge rehabilitation, reconstruction, or replacement or the construction of
grade separation to replace existing at-grade railroad crossings.
a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
c. Rehabilitating bridges including painting (no red lead paint), scour
repair, fender systems, and minor structural improvements
Replacing a bridge (structure and/or fill)
4. Transportation corridor fringe parking facilities.
5. Construction of new truck weigh stations or rest areas.
6. Approvals for disposal of excess right-of-way or for joint or limited use of
right-of-way, where the proposed use does not have significant adverse
impacts.
7. Approvals for changes in access control.
8. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and located on or near
a street with adequate capacity to handle anticipated bus and support
vehicle traffic.
2
. i
9. Rehabilitation or reconstruction of existing rail and bus buildings and
ancillary facilities where only minor amounts of additional land are
required and there is not a substantial increase in the number of users.
10. Construction of bus transfer facilities (an open area consisting of
passenger shelters, boarding areas, kiosks and related street improvements)
when located in a commercial area or other high activity center in which
there is adequate street capacity for projected bus traffic.
11. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and where there is no
significant noise impact on the surrounding community.
12. Acquisition of land for hardship or protective purposes, advance land
acquisition loans under section 3(b) of the UMT Act. Hardship and
protective buying will be permitted only for a particular parcel or a limited
number of parcels. These types of land acquisition qualify for a CE only
where the acquisition will not limit the evaluation of alternatives,
including shifts in alignment for planned construction projects, which may
be required in the NEPA process. No project development on such land
may proceed until the NEPA process has been completed.
D. Special Project Information
Environmental Commitments:
All standard procedures and measures will be implemented to avoid or
minimize environmental impacts. All practical Best Management Practices
(BMP's) will be included and properly maintained during project construction.
In accordance with the provisions of Section 404 of the Clean Water Act
(33 U.S.C. 1344), a permit will be required from the Corps of Engineers for the
discharge of dredged or fill material into "Waters of the United States."
North Carolina Division of Environmental Management (DEM) Section
401 Water Quality General Certification will be obtained prior to issue of the
Army Corps of Engineers Nationwide Permit #23.
Estimated Costs:
Total Construction $ 650,000
Right of Way $ 240,000
Total S 890,000

Estimated Traffic:
Current 15,650 vpd
Year 202 30,400 vpd
TTST 3%
Dual 5%
Proposed Typical Roadway Section:
The proposed roadway will include a five-lane, 64-foot wide section from
face to face of curbs with gutters. Existing sidewalks will be replaced.
Design Speed: 60 mph
Functional Classification: Urban Other Principal Arterial
Division Office Comments:
At the Division's recommendation, NCDOT will maintain two lanes of
traffic on-site by phase construction of the project.
Discussion:
NC 41 consists of a 44-foot face-to-face of curbs facility that operates as
four narrow lanes in a high-density development area.
Three alternative cross sections were considered. Each consists of
providing ultimate multi-lane curb and gutter sections, with only two lanes during
construction. Provision of a separate on-site detour structure is not feasible due to
the proximity of development.
Alternate 1 - 44-foot (f.f.) curb and gutter
Alternate 2 - 52-foot (f.f.) curb and gutter
Alternate 3 (Recommended) - 64-foot (f.f.) curb and gutter
Alternate 3 (Recommended) involves approximately 150 feet of curb and
gutter that could be utilized in future widening of NC 41. The remainder of the
project consists of tapering back to the existing 44-foot face to face curb and
gutter width.
The Lumberton Planning Director has concurred in the recommended 64-
foot cross section. The Lumberton Thoroughfare Plan specifies a cross section of
six-lane divided with a 16-foot raised median, however, provision of a width
greater than 64 feet would require an intolerable number of relocatees.
Alternates 1 and 2 do not provide acceptable widths or substantially
reduced costs.
Numerous utilities (water, sewer, gas, telephone, and power) will be
disrupted as a part of the project.
4
E. Threshold Criteria
The following evaluation of threshold criteria must be completed for Type II
actions.
ECOLOGICAL YES NO
(1) Will the project have a substantial impact on any
unique on any unique or important natural resource?
(2) Does the project involve any habitat where federally
listed endangered or threatened species may occur?
(3) Will the project affect anadromous fish?
(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one-third (1/3) acre and have all practicable measures
to avoid and minimize wetland takings been evaluated?
(5) Will the project require use of U. S. Forest Service lands?
(6) Will the quality of adjacent water resources be adversely
impacted by proposed construction activities?
(7) Does the project involve waters classified as Outstanding Water
Resources (OWR) and/or High Quality Waters (HQW)?
(8) Will the project require fill in waters of the United States
in any of the designated mountain trout counties?
(9) Does the project involve any known underground storage
tanks (UST's) or hazardous materials sites?
PERMITS AND COORDINATION
(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concern" (AEC)?
(11) Does the project involve Coastal Barrier Resources Act
resources?
?x
?x
?x
x?
?x
?x
x
X
FRI
YES NO
F] X
F X
5
(12) Will a U. S. Coast Guard permit be required?
X
(13) Will the project result in the modification of any existing
regulatory floodway? X
(14) Will the project require any stream relocations or channel
changes? F-1 X
SOCIAL, ECONOMIC, AND CULTURAL RESOURCES YES NO
(15) Will the project induce substantial impacts to planned
growth or land use for the area? ? X
(16) Will the project require the relocation of any family or
business? Fx
(17) Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or ? X
low-income population?
(18) If the project involves the acquisition of right of way, is the
amount of right of way acquisition considered minor? X ?
(19) Will the project involve any changes in access control? ? X
(20) Will the project substantially alter the usefulness
and/or land use of adjacent property? X
(21) Will the project have an adverse effect on permanent
local traffic patterns or community cohesiveness? F? X
(22) Is the project included in an approved thoroughfare plan
and/ or Transportation Improvement Program (and is,
therefore, in conformance with the Clean Air Act of 1990)? X F
(23) Is the project anticipated to cause an increase in traffic
volumes? ? X
(24) - Will traffic be maintained during construction using existing ?
roads, staged construction, or on-site detours? X
6
(25) If the project is a bridge replacement project, will the bridge
be replaced at its existing location (along the existing facility) X
and will all construction proposed in association with the
bridge replacement project be contained on the existing facility?
(26) Is there substantial controversy on social, economic and
environmental grounds concerning aspects of the action? F-1 X
(27) Is the project consistent with all Federal, State, and local laws 1-1
relating to the environmental aspects of the project? X
(28) Will the project have an "effect" on structures/properties
eligible for or listed on the National Register of Historic Places? F X
(29) Will the project affect any archaeological remains, which are
important to history or pre-history? F X
(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites or historic bridges, as defined in Section 4(f)
of the U. S. Department of Transportation Act of 1966)? X
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as defined
by Section 6(f) of the Land and Water Conservation Act F-1 X
of 1965, as amended?
(32) Will the project involve construction in, across, or adjacent
to a river designated as a component of or proposed for
inclusion in the natural Wild and Scenic Rivers? F1 X
F. Additional Documentation Required for Unfavorable Responses in Part E
Item 9 - An underground storage tank is expected to be impacted. This tank will
be investigated for possible fuel leakage prior to right-of-way acquisition.
Item 16 - One residential relocatee is likely to be associated with this project.
However, it may be possible to cut off the porch on the dwelling, thereby
eliminating the relocatee. The dwelling is outside the slope stake line.
G. CE Approval
TIP Project No
B-3366
State Project No. 8.1463001
Federal-Aid Project No. BRSTP-41(4)
Project Description:
The project consists of replacing Bridge No. 122 on NC 41 over Cotton
Mill Branch in Lumberton. Bridge No. 122 will be replaced with a two barrel,
8-foot by 8-foot reinforced concrete box culvert at the same location as the
existing bridge (see Fig. 2.) The roadway will be 64 feet wide from face to face of
curbs with gutters. Approach work will consist of resurfacing to tie in to the
existing roadway approaches to the bridge. Existing sidewalks on both sides of
the bridge will be replaced. The project length will be approximately 500 feet.
Traffic will be maintained by phase constructing an extra length culvert to
accommodate two lanes of traffic during construction.
Categorical Exclusion Action Classification:
_ TYPE II(A)
X TYPE II(B)
Approved:
Date Lubin V. Prevatt, Assistant Manager
Project Development and Environmental Analysis
7-8-71 Wn'yk%q_' P41,zff
Date Wayne lliott
Project Planning Unit Head
7-
Date Kare ' . O er
Project Development Engineer
For Type II(B) projects only:
D `te vision Administrator
Federal Highway Administration
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220=
°c?•`> North Carolina
z Department Of Transportation
' s Plannino Environmental Branch
ROBESON COUNTY
REPLACE BRIDGE NO. 122 ON NC 41
OVER COTTON MILL BRANCH
B-3366
0 kilometers 0.4 kilometers 0.8
i 0 Figure I
0 miles 0.25 miles 0.5
I RELOCATION REPORT .11
? E.I.S. D CORRIDOR F? DESIGN
North Carolina Department of Transportation
AREA RELOCATION OFFICE
PROJECT: 8.1463001 COUNTY Robeson Alternate 3 of Alternate
I.D. NO.: B-3366 F.A. PROJECT
DESCRIPTION OF PROJECT: Bridge #122 over Cotton Mill Branch on NC-41-Lumberton

ESTIMATED DISPLACEES INCOME LEVEL
Type of
I
t
Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M
_ 50 UP
Residential 1 0 1 1
Businesses VALUE OF DWELLING DSS DWELLING AVAILABLE
Farms Owners Tenants For S ale For R ent
Non-Profit 0-20M $ 0-150 0-20M 200 $0-150 125
ANSWER ALL QUESTIONS 20-40M 1 150-250 20-40M 150-250
Yes No Explain all "YES" answers. 40-70M 250.400 40-70M 250.400
X 1. Will special relocation services be necessary? 70-100M 400-600 70-100M 400-600
x 2. Will schools or churches be affect by 100 up 600 up 100 UP 600 UP
displacement? TOTAL 1
x 3. Will business services still be available after REMARKS (Respond by Number)
project? 3. No Businesses are involved
x 4. Will any business be displaced? If so, 6. MILS, newspapers, local realtors, etc...
indicate size, type, estimated number of 8. As mandated by law
employees, minorities, etc. 11. Robeson County
x 5. Will relocation cause a housing shortage? 12. Or built if necssary
6. Source for available housing (list). NOTE: It may be possible to cut off porch on dwelling and
pay cost to cure, thereby eliminating displacee. Dwelling is
outside slope stake line
x 7. Will additional housing programs be needed?
x 8. Should Last Resort Housing be considered?? v
x 9. Are there large, disabled, elderly, etc.
families? 1+ ??
x 10. Will public housing be needed for project?
x 11. Is public housing available?
x 12. Is it felt there will be adequate DSS housing
housing available during relocation period?
X 13. Will there be a problem of housing within ?'.;? •,_ ?V ;.. , r:L ??
financial means?
N A 14. Are suitable business sites available (list
?
i
source).
15. Number months estimated to complete
RELOCATION? 6-9 Months
?/ 06/11/99 /• l? • .- l° ??7
Relocation Ag nt - Date Approved by Date

4r, G
North Carolina Department of Cultural Resources
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
April 23, 1998
Nicholas L. Graf
Division Administrator
Federal Highway Administration
Department of Transportation
310 New Bern Avenue
Raleigh, N.C. 27601-1442
Re: Bridge 122 over Cotton Mill Branch, Robeson
County, B-3366, Federal Aid Project BRSTP-
41(4), State Project 8.1463001, ER 98-8625
Dear Mr. Graf:
Division of Archives and History
Jeffrey J. Crow, Director
We regret staff was unable to attend the scoping meeting for the above project on
April 7, 1998. However, Debbie Bevin met with Jeff Ingham of the North Carolina
Department of Transportation (NCDOT) on April 15, 1998, to discuss the project
and view the project photographs and aerial.
Based upon our review of the photographs and the information discussed at the
meeting, we offer our preliminary comments regarding this project.
In terms of historic architectural resources, Bridge 122 and a funeral home are the
only structures over fifty years of age within the project area. Neither of these
structures appears eligible for listing in the National Register of Historic Places. We
recommend that no historic architectural survey be conducted for this project.
There are no known archaeological sites within the proposed project area. Based
on our present knowledge of the area, it is unlikely that any archaeological
resources which may be eligible for inclusion in the National Register of Historic
Places will be affected by the project construction. We, therefore, recommend that
no archaeological investigation be conducted in connection with this project.
Having provided this information, we look forward to receipt of either a Categorical
Exclusion or Environmental Assessment which indicates how NCDOT addressed our
comments.
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act of 1966 and the Advisory Council on Historic Preservation's
Regulations for Compliance with Section 106, codified at 36 CFR Part 800.
109 East Jones Street • Raleigh, North Carolina 27601-2807 ???
Nicholas L. Graf
April 23, 1998, Page 2
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Renee Gledhill-Earley, environmental
review coordinator, at 919/733-4763.
Sincerely, ,
David Brook
Deputy State Historic Preservation Officer
DB:slw
cc: P H. F. Vick
B. Church
T. Padgett

si,.. STATpo
F
ww ??
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON
GOVERNOR SECRETARY
December 21, 1998
MEMORANDUM TO: P. Wayne Elliott, Unit Head
Bridge Replacement Unit
ATTENTION: Karen Orthner
Bridge Replacement Engineer
FROM: Shannon Simpson, Natural Systems Specialist
Natural Systems Unit
SUBJECT: Natural Resources Technical Report (NRTR) for the
proposed replacement of Bridge No. 122 on NC 41 over
Cotton Mill Branch in Robeson County. T.I.P. No. B-3366;
State Project No. 8.1463001; Federal Project No BRSTP-
41(4).
This report is to assist in the preparation of a Programmatic Categorical
Exclusion (PCE) for the subject project. Water resources, biotic resources and
jurisdictional issues such as wetlands and federally protected species are included in
this report.
This project involves the replacement of Bridge No. 122 on NC 41 over Cotton
Mill Branch in Robeson County. The existiing right-of-way (ROW) is 18.3 m (60.0 ft)
and the proposed ROW is 24.4 m (80.0 ft). The existing cross section is a 17.1 m (56.0
ft) wide bridge with an existing structure type of a reinforced concrete floor on I-beams.
The proposed cross section is a 4 lane roadway with 5 foot sidewalks on each side.
The proposed structure type is 2 @ 3.0 m (10.0 ft) by 2.4 m (8.0 ft) reinforced concrete
box culverts. The total length of the project is 91.4 m (300.0 ft).
DEFINITIONS
Definitions for areal descriptions used in this report are as follows: Project
Study Area denotes the area bounded by proposed ROW limits; Project Vicinity
describes an area extending 0.8 km (0.5 mi) on all sides of the project study area; and
2
Project Region is equivalent to an area represented by a 7.5 minute USGS quadrangle
map.
WATER RESOURCES
One jurisdictional surface water is located within the project study area. Bridge
No. 122 crosses over Cotton Mill Branch. The stream contained minimal water flow at
this bridge crossing when the site visit was made. Streams have been assigned a best
usage classification by the Division of Water Quality (DWQ). The best usage
classification for Cotton Mill Branch (Index No. 14-14, Date 9/1/74) is C Sw. Class C
refers to freshwaters protected for secondary recreation, fishing, aquatic life including
propagation and survival, and wildlife. Swamp waters (Sw) is a supplemental
classification designating waters which have low velocities and other natural
characteristics which are different from adjacent streams.
Point source dischargers located throughout North Carolina are permitted
through the National Pollutant Discharge Elimination Service (NPDES) program. Any
discharger is required to register for a permit. There are no point source dischargers
affecting the project study area. Neither High Quality Waters (HQW), Water Supplies
(WS-I or WS-II) nor Outstanding Resource Waters (ORW) occur within 1.6 km (1.0
mi) of the project study area.
The DWQ has initiated a whole basin approach to water quality management for
the 17 river basins within the state. To accomplish this goal the DWQ collects
biological, chemical and physical data that can be used in basinwide assessment and
planning. All basins are reassessed every five years. Prior to the implementation of the
basinwide approach to water quality management, the Benthic Macro i nve rtebrate
Ambient Network (managed by the DEM) assessed water quality by sampling for
benthic macroi nverteb rate organisms at fixed monitoring sites throughout the state.
No monitoring sites are located within the project area.
The NCDOT, in cooperation with the DWQ, has developed a sedimentation
control program for highway projects which adopts formal Best Management Practices
(BMPs) for the protection of surface waters. Removal of vegetation and soil agitation
during project construction will result in soil erosion. Without erosion control measures,
sedimentation from the project site could still reach jurisdictional surface waters through
flow over impervious surfaces or through storm water management systems. In order to
minimize impacts to water resources in the entire impact area, NCDOT's (BMPs) for the
Protection of Surface Waters must be strictly enforced during the entire construction
process.
BIOTIC RESOURCES
NCDOT natural systems specialists Shannon Simpson and Lindsey Riddick
identified one dominant terrestrial plant community during a field visit on December 3,
3
1998. A maintained/disturbed community dominates the landscape in the project study
area.
Maintained/Disturbed
A maintained/disturbed community along a heavily traveled interstate dominates
the project study area. Herbaceous and shrub species identified include; fescue
(Festuca sp.), goldenrod (Solidago sp.), blackberry (Rubus argutus), plantain (Plantago
sp.), dog fennel (Eupatorium capillifolium), and knotweed (Polygonum sp.). Vines found
in the project area include trumpet creeper (Campsis radicans). The shrub and vine
species were found on the stream banks. Plantain and fescue dominate the field which
extends up to the edge of the stream banks.
Wildlife
Raccoon (Procyon lotor) forage nocturnally in roadside habitats and are often
observed as roadkill on adjacent roadways. The least shrew (Cryptotis parva), eastern
harvest mouse (Reithrodontomys humulis) and hispid cotton rat (Sigmodon hispidus)
frequent disturbed or open areas dominated by herbaceous vegetation which provide
foraging and nesting habitat. Eastern cottontails (Sylvilagus floridanus) prefer brushy
edges where they primarily feed on weedy perennials. Snakes such as the black racer
(Coluber constrictor) and eastern garter (Thamnophis sertalis) may venture into this
community to feed on small mammals and insects. Chipping sparrows (Spizella
passerina) also frequent roadsides and brushy areas. Mockingbirds (Mimus
polyglottos) can be found along roadsides and in woodland edges and thickets,
hedgerows, and dooryards where it makes its nest in bushes, vines, and trees.
Mourning doves (Zenaida macroura) use twigs and pine needles to build their nest on
the ground, in vines and bushes, or on a horizontal limb.
Impacts To Communities
The biotic communities found within the project area will be altered as a result of
project construction. Terrestrial communities serve as nesting, foraging, and shelter
habitat for fauna. However, the majority of the project study area is in a highly altered
state and plants and animals here are well adapted to disturbed conditions. Flora and
fauna occurring in the disturbed community are common thoughout North Carolina
because of their ability to persist in disturbed habitats. Moreover, similar additional
disturbed habitats will be re-established after project construction. Animals temporarily
displaced by construction activities should repopulate areas suitable for the species
following project completion.
. The calculation of community impacts is based on the total project area minus
the existing road and bridge facilities. The ROW width (24.4 m [80.0 ft]) and project
length (91.4 m [300.0 ft]) were used to determine the total area of the project impacts. It
is estimated that approximately 0.02 ha (0.04 ac) of maintained roadside shoulder will
be eliminated by this project.
4
JURISDICTIONAL ISSUES
Surface Waters and Wetlands
Surface waters and jurisdictional wetlands fall under the broad category of
"Waters of the United States," as defined Section 33 of the Code of Federal Register
(CFR) Part 328.3. Wetlands, defined in 33 CFR 328.3, are those areas that are
inundated or saturated by surface or ground water at a frequency and duration sufficient
to support, and under normal circumstances do support, a prevalence of vegetation
typically adapted to life in saturated conditions. Any action that proposes to place fill
material into these areas falls under the jurisdiction of the U.S. Army Corps of Engineers
(COE) under Section 404 of the Clean Water Act (CWA) (33 U.S.C. 1344).
Criteria to determine the presence of jurisdictional wetlands includes evidence of
hydric soils, hydrophytic vegetation and hydrology. No jurisdictional wetlands are
located within the project study area. One jurisdictional surface water, Cotton Mill
Branch, is located in the project study area. The replacement of Bridge No. 122 will
impact Cotton Mill Branch. If the current design is changed in any way then these
surface waters will have to be reevaluated.
Permits
Encroachment into jurisdictional surface waters as a result of project construction
is inevitable. Since the project is classified as a Programmatic Categorical Exclusion
(PCE) a Nationwide Permit 33 CFR 330.5 (a)(23) is likely to be applicable for the
proposed construction. This permit authorizes any activities undertaken, assisted,
authorized, regulated, funded or financed, in whole or in part, by another federal agency
or department has determined pursuant to the Council on Environmental Quality
regulation for implementing the procedural provisions of the National Environmental
Policy Act, that the activity, work, or discharge is Categorically Excluded from
environmental documentation because it is included within a category of actions which
neither individually nor cumulatively have a significant effect on the human environment
and the office of the Chief of Engineers has been furnished notice of the agency's or
department's application for the CE and concurs with that determination.
A Section 401 General Water Quality Certification is required for any activity
which may result in a discharge and for which a federal permit is required. State
permits are administered through the Department of Environment, Health and Natural
Resources (DEHNR).
Federally-Protected Species
Plants and animals with federal classifications of Endangered, Threatened,
Proposed Endangered, and Proposed Threatened are protected under provisions of
Section 7 and Section 9 of the Endangered Species Act. As of May 14, 1998, three
5
species are listed for Robeson County (U.S. Fish and Wildlife Service 1997). A
summary of each species' natural history follows.
Table 1. Federally Listed Species for Robeson County.
Common Name Scientific Name Status
American alligator Alligator mississippiensis Threatened (S/A)
Red-cockaded woodpecker Picoides borealis Endangered
Michaux's Sumac Rhus michauxii Endangered
Endangered (a species that is in danger of extinction throughout all or a significant
portion of its range).
Threatened due to similarity of appearance (S/A) (a species that is threatened due to
similarity of appearance with other rare species and is listed for its protection. These
species are not biologically endangered or threatened and are not subject to Section 7
consultation. This includes the American alligator).
Picoides borealis (red-cockaded woodpecker) Endangered
Animal Family: Picidae
Date Listed: October 13, 1970
The adult red-cockaded woodpecker (RCW) has a plumage that is entirely black
and white except for small red streaks on the sides of the nape in the male. The back of
the RCW is black and white with horizontal. stripes. The breast and underside of this
woodpecker are white with streaked flanks. The RCW has a large white cheek patch
surrounded by the black cap, nape, and throat.
The RCW uses open old growth stands of southern pines, particularly longleaf
pine (Pinus palustris), for foraging and nesting habitat. A forested stand must contain at
least 50% pine, lack a thick understory, and be contiguous with other stands to be
appropriate habitat for the RCW. These birds nest exclusively in trees that are >60
years old and are contiguous with pine stands at least 30 years of age. The foraging
range of the RCW is up to 200.0 ha (500.0 ac). This acreage must be contiguous with
suitable nesting sites.
These woodpeckers nest exclusively in living pine trees and usually in trees that
are infected with the fungus that causes red-heart disease. Cavities are located in
colonies from 3.6-30.3 m (12.0-100.0 ft) above the ground and average 9.1- 15.7 m
(30.0-50.0 ft) high. They can be identified by a large incrustation of running sap that
surrounds the tree. The RCW lays its eggs in April, May, and June; the eggs hatch
approximately 38 days later.
Biological Conclusion No Effect
Nesting habitat for the RCW which requires open old growth stands of southen
pines and a foraging range of up to 200.0 ha (500.0 ac) does not exist within the project
study area. The NCNHP database of rare species does not list any populations of the
RCW within the project vicinity. This project will not effect the red-cockaded
woodpecker.
6
Rhus michauxii (Michaux's sumac) Endangered
Plant Family: Anacardiaceae
Federally Listed: September 28, 1989
Flowers Present: June
Michaux's sumac is a densely pubescent rhizomatous shrub. The bases of the
leaves are rounded and their edges are simply or doubly serrate. The flowers of
Michaux's sumac are greenish to white in color. Fruits, which develop from August to
September on female plants, are a red densely short-pubescent drupe.
This plant occurs in rocky or sandy open woods. Michaux's sumac is dependent
on some sort of disturbance to maintain the openness of its habitat. It usually grows in
association with basic soils and occurs on sand or sandy loams. Michaux's sumac
grows only in open habitat where it can get full sunlight. Michaux's sumac does not
compete well with other species, such as Japanese honeysuckle, with which it is often
associated.
Biological Conclusion
No Effect
Disturbed, open areas do exist within the project study area, although due to
frequent mowing of this community it does not provide suitable habitat for Michaux's
Sumac. The NCNHP database of rare species does not list any populations of
Michaux's sumac within the project vicinity. This project will not affect Michaux's sumac.
Federal Species of Concern (FSC) are those plant and animal species which
may or may not be listed in the future. These species were formerly candidate species,
or species under consideration for listing for which there was insufficient information to
support a listing of Endangered, Threatened, Proposed Endangered, or Proposed
Threatened. Federal Species of Concern are not afforded federal protection under the
ESA and are not subject to any of its provisions, including Section 7, until they are
formally proposed or listed as Threatened or Endangered.
Organisms which are listed as Endangered (E), Threatened (T), Significantly
Rare (SR), or Special Concern (SC) by the North Carolina Natural Heritage Program
(NCNHP) list of rare plant and animal species are afforded state protection under the
State Endangered Species Act and the North Carolina Plant Protection and
Conservation Act of 1979; however the level of protection given to state listed species
does not apply to NCDOT activities. Fourteen FSC are listed for Robeson County.
Table 2 lists FSC and State listed species, the species state status (if afforded state
protection) and the existence of suitable habitat for each species in the study area. This
species list is provided for informational purposes as the status of these species may be
upgraded in the future.
7
Table 2. Federal Species of Concern for Robeson County.
Common Name Scientific Name State Habitat
Status
Bachman's sparrow Aimophila aestivalis Sc no
Rafinesque's big-eared bat Corynorhinus (=P/ecotus) SC no
rafinesquii
southern hognose snake Heterodon simus SR no
carolina gopher frog Rana capito capito SC no
Georgia indigo-bush Amorpha georgiana var. georgiana E no
sandhills milkvetch Astragalus michauxii C/PT no
venus flytrap Dionaea muscipula C-SC no
dwarf burhead Echinodorus parvulus C no
bog spicebush Lindera subcoriacea E no
carolina bogmint Macbridea caroliniana C/PT yes
awned meadowbeauty Rhexia aristosa T no
A state listed Endangered (E) species is any native species or once-native
species of fauna or flora whose continued existence as a viable component of the
state's fauna or flora is determined to be in jeopardy. Threatened (T) species are native
or once-native species of a wild plant or animal which is likely to become an
endangered species within the foreseeable future throughout all or a significant portion
of its range. Special Concern (SC) species require monitoring, but may be collected
and sold under regulations adopted under the provisions of the Plant Protection and
Conservation Act. Significantly rare (SR) species are very rare in North Carolina,
generally with 1-20 populations in the state. These species are generally more common
somewhere else in their ranges, occurring in North Carolina peripherally to their main
ranges, mostly in habitats which are unusual in North Carolina. Candidate (C) species
are very rare in North Carolina, with 1-20 populations in the state, generally
substantially reduced in numbers by habitat destruction. Proposed (P) species have
been formally proposed for listing as Endangered, Threatened, or Special Concern, but
have not yet completed the legally mandated listing process. Surveys for the above-
mentioned species were not conducted during the site visit, nor were these species
observed during the site visit.
A review of the Natural Heritage Program database on October 2, 1998 revealed
a population of Florida yellow-eyed-grass (Xyris difformis var. floridana) and a citing of
the American alligator (Alligator mississipiensis) within 1.6 km (1.0 mi) of the project
study area. These areas will not be impacted. Please contact me if you have any
further questions regarding this project.
cc: Gordon Cashin, Unit Head, Natural Systems Unit
File B-3366
PROJECT REFERENCE N0. SHEET N0.
COMPUTED BY: DATE: 8-3366 3A
CHECKED BY: DATE:
IN CUBIC METERS
UNCLASSIFIED
LOCATION EXCAVATION EMBT+% BORROW BoRROw WASTE
-0ET- STA 11 +13.07 TO 12+57.00 220 102 0 0 118
5TA 11+15.00 TO 12+55.00 (RT) 244 0 0 0 244
-L- STA 11 +15.00 TO 12+55.00 ` (LT) 19 108 89 89 0
89 262
TOTAL 483 210 89
WASTE IN LIEU OF BORROW .89 -89 -89
TOTAL 483 210 0 0 155
SAY 500 200
NOTE: APPROXWIATE QUANR~ig ONLY. UNCLASSIFIED EXCAVATION, BORROW IXCAVATION, CLEARING ION, CLEARING
AND GRUBBING, FINE GRADING AND REMOVAL OF BBSTRrG PAVEMB~IT WILL BE PAD FOR AT TI PAD FOR AT THE
CONTRACT LUMP SUM PRICE FOR 'GRADING"
1
~ ~ ~ mm
a
o~
ENDWALLS ~ ~
~ ~~>8~ ABeREVIATIONs
v 0 a ~ x
z CLASS III R.C. PIPE BIT'U~NNOUS COATED C.S. PIPE TYPE B U STD. 898.01 W ° ~ C.B. CATCH BASIN
STATION ~ OTM NI.ESS NOTED OTHERWISE) TYPE OF FRAME, GRAT ~ o~ (UNLESS NO ERWISE) N OR, ~ + FRAMES N.D.I. NARROW DROP INLET
CONSTRUCTION n AND H001 0 STD. 838.11 < O AND HOOD D.I. DROP INLET
W W ~ ~ PERMUTED a STD. 840.0; ~ O ~ o. d STD. 840.03 M.D.I. MEDUW DROP INLET
NOTED ~ o„ M.D.I. (N.S.M MEDIAN DROP INLET (NARROW SLOT)
- OTNEBVYISE) °a oc z z z METBtS J.B. JUNC110N BOX
z - ~ o M.H. MANHOLE
00 loo0 12oa ~ SIZE 0 300 375 450 600 750 900 1050 1200 300 400 450 600 800 9 ~ i= o o c cu. MEr>~ ~c A 6 0 T.B.D.I. TRAFFIC BEARING DROP INLET
W W,W _ ~ O T.B.J.B. TRAFFIC BEARING JUCTION BOX
0 O 0 c g 0 ~ W N ~.:.V1S N TYPE TYPE
~ ~ M ~ c~ ~ ~ ^ _ ~ Y Y OF OF
THICKNESS 0 ~ ~o ~o ~o c ~ ~ ^ ~ ~ E E ~ E ~ ~ ~ ~ ~ u v u I~ ~ r ~ ~ N N N N E E IA ~ ~ GL O GRATE
OR GAUGE ~ E u ~ z GRATE u. ~ o- o c m m ~ m - r. N O d V W i g O d REMARI(S
~o ~ ~ v ~ E F G E F G
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86 Friday May 19 2000 bs03a.m

r PROJECT REFERENCE N0. SHEET N0.
~A°~°UM ~IE~C~II~~I®N B-3366 4
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT R /W SHEET N0.
ROADWAY DESIGN HYDRAULICS
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY ENGINEER ENGINEER
NCGS FOR MONUMENT "HIGH" 0 10
WITH NAD 83 STATE PLANE GRID COORDINATES OF
NORTHING:97335.763(m) EASTING:605917.1Q3(m)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT N~~~'I~IL~~°E P~~NS
(GROUND TO GRID) IS:.9999tS9 CONST.REV. P~ELI~I~
THE N.C. LAMBERT GRID BEARING R~ PLAN na t~sl E~~ c.~tiTs'r~trt;~°[o;.
LOCALIZED HORIZONTAL GROUND DISTANCE FROM PI StQ f PI Sto 10+50.478 PI Sto 10+5 !0 16.852 ~ Sta 10+92.169 PI Sta ll +25.794 R /w REV. a
" 0 = " = 9° 37' 585" (RTl ~ = 5 37' 1 ION to 0o IS 9° 3 58.5 (T ~ HIGH TO L STAT L = 5 37 58 ~ = 9°37 58.6 lLT) .6 (RT)
L = ~ L = 33.625 L = 33.62,1 9~.S9J9 on s sl to S1.Yd E 33.E 25 RI ~ = 33 L = 33.625 3 .625 _ ~
T = 1 T = 16.852 T = 16.85 6.852 = 16.852 T - 16.852
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES p _ = D = 2nn~o l~ 200.000 R 200.000 IT l/V = 200.000 R = 200.000
VERTICAL DATUM USED [S NGVD 49
3 5.~ ~ ~ o 181.966
BEGIN CONSTRUCITON S31°°0'16'W 3 -DET - PT Sto.10+67.251 N32°38'46'E
o in c, -DET - PC Sto.10+00.000= o ~ D - T - P
3 DE r 2 CONC -DET - PC Sta 10+75.316
-L- PDT Sto.1l ~I3.07 13.06m L 3 3 ~ ; I ~ ~ ~ ~ ~ ~
m ~ z x n ~ x~
~ ~ ~ . ~ z I K 50.292 \ - -DET PRC Stall +08.941
~ Q S B ~ N33°25'54"E ~
~ A L
~ 1.2 CH XK n
S EIP o -X X ~ ~ 50.322 ~ o -DET - PT Sta 11+42.567=
~ ~ ~ m s3roo'S1'w ~ 3 m -DET - PRC Sto.10+33.625 Z ° A
m G, x s y -L- POT Sta.12+55.000 13.06m LT)
- - P T to.lOf00.000 ~ NILDA c. ~ N Z W L 0 S ~ D Z IV , CO `L IS BLK BUS
~ ARD Z ~ ~ UBB ~ m ~ ~ ~
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86 Friday May 19 2000 3.m

11J1 ~ ~ ~ ~ ~ ~ ~ ~ SCAT6 81'A7S iR016GT ~BA~BNCB NQ 81168T TOTAL
See Sheet f -A For Index of Sheets ~ ~ ~ ~ 1ID m JL D I' I1 N0. 8H88TB ll ~L
~~~y/ ~~yy\~(1 TRI 6-3366 1 `V ~ V V ~ ll SJ' Srwn rkol.Na P.A. Mta.[+w umumo[r
9 8.1463007 BRSTP-41 4 PE
i~'~ ~ Q ALL DIMENSIONS IN
r ~O THESE PLANS ARE IN METERS
LUM 41
RoBESO~
~ _ I
~ . i ~g / , ~ '
-r
LOCATI0IK: KC 41, REPLACEII \ r g\ iCEMENT OF BRIDGE N0.122
~ ~ _ OVER COTTON M ~ ~ ~ -i 7N MILL BRANCH
i ~
r ~ ~ 4~`~i TYPE OF WORK: GRADI11iG, P I mberton f11iG, PAVING, DRAINAGE, STRUCTURE
~ Municipal
Airport 7-,`.-
~ PR JECT
. I ~ - _ i X3366
~

~P~
III ~ ~ III - rf 1__,
I i I
I
. ,
I } ; ~ I
I " ~ L_--_---_L------------------_
~ i -
FAIRMONT N 33' 2d l82' E NC 4/ LUMBERTON
1~1 ~~~=-z - / f r----
~ ~
O i\
~ ~
~O
(i ~I~
BEGIN STATE PRO CT 81463001 END STATE PRO CT 8.1463001
BEGIN F.A. PRO C~BRSTP~II 4 END F.A. PRO C~BRSTP-41 4
~ - + . - + .
• ~
Prepore0 In me Office HYDRAULfCS ENGINEER DIVISIOX OF HIGHWAYS
V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
DIVISION OF HIGHWAYS STATE OF 11lORTfI CAROLINA
ADT 1997 = 15,650 LF.IIIGTH ROADWAY PROJECT 8.1463001 =
W - 1000 Bire6 Ridgs Dr., Ralsigb, XC 27610
PLANS ADT 2020 = 30,400 mvs snumuxn sracmrc~noNs
DHV = 10 % ~GTH STRUCTURE PROJECT 814b3001 = O 5~0
P.B.
r D = 60 % TOTAL LENGTH STATfs PROJECT 8.1463001 = 0.150 XM ~N RIGHT OF WAY DATE. A. H. LASSITER. PE S"~"'~' rs.
a PROFILE (HORIZONTAL) T = 8 % JUNE 16. 2000 PROJECT &YGIf~R ROADWAY DESIGN srers nssrcnr excn~siz EXGINEER
o~ ~ Z 4 V = 65 kmh o~
N~ tD _ LETTING DATE: S. T. SMALLWOOD, PE
JUNE 19, 2001 PRQJFCT DESIGN BNGINS~t
PROFILE (VERTICAL) ' TTST 3% DUAL 5% P.B.
SIGALf771ItS:
86 Friday May 19 2000 tsh.m

- - - -
PROJECT REFERENCE NO. SHEET NO.
TRI ROADWAY DESIC,N PAVEMEM DESIGN
PAVEMENT Cl PROP. APPROX. 60 mm ASPHALT CO J T SCHEDULE ENGINEER ENGINEER
INCOMPL TE PLANS
DO NOT U9B POR R/N ACUVL4lTTON
HALT CONC. SURFACE COURSE, TYPE HDS, AT AN PRELIMIN RY PLANS
AVERAGE RATE OF 59 kg PER SQ. Dl PROP. APPROX. 60 mm ASPHALT CON AVERAGE RATE OF 94 kg PER SQ. MET E1 PROP. APPROX. 170 mm ASPHALT C AVERAGE RATE OF 235 kg PER SQ. R 750 mm CONCRETE CURB AND G T EARTH MATERIAL. ER SQ. METER IN EACH OF TWO LAYERS. oo No,~ osg CON9TRVCTTON
1LT CONC. BINDER COURSE, TYPE HDB, AT AN
SQ. METER.
PHALT CONC. BASE COURSE, TYPE HB, AT AN
PER SQ. METER.
AND GUTTER.
U EXISTING PAVEMENT
S PROP. 150mm CONCRETE SIDE WA NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNL 19.2m F VAR. 2.4m 3.6m 3.6m 3.6m TIDE WALK
1:1 UNLESS SHOWN OTHERWISE.
-L
19.2m F-F
3.6m 3.6m 3.6m 2.4m VAR,
0.6m 0.6m
0.3m 1.Sm 04 m
0.45m 1.5 0.3m
p C7 .OZ D1
.~Z

- ?7 3-~6m S
S 6.20m
T R ~ FROST GROUND U El R T
IXIST GROUND
0.3m
0.3m
nrPic,~ sECrioN Sta. ll + 65.000 to St * TAPER FROM EXISTING -L- Sta. i rTION NO. 1
X00 to Sta. 12+05.000
-L- Sta. 11+15.000 to Sta. 11+65.000
Sta. 12+05.000 to Sta. 12+55.000
TAPER TO EXISTING -L- Sta. 12 - VAR. 1.2m
-DETOUR-
0.6m O.bm
~ D7 ~ D7
.~2 .~2
11
D EXIST GROUND T R ~
TYPICAL SECTIO -0ETOUR- Sto.10+00.0 a SECTION NO. 2
10+00.000 to Sta. 11+35.450
-
86 Friday May 19 2000 bs02.m