19970187 All Versions_Complete File_19970227

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
July 8, 1996
MEMORANDUM TO
DIVISION OF HIGHWAYS
P.O. BOX 25201, RALFIGII, N.C. 27611-5201
Mr. Eric Galamb
DEM - DEHNR - Water Quality Lab
RECEIVED
Jl1l. 1 ' 1996
ENVIROM4EN FAL ;;'CILNCF;
GARLAND B. GARRETT JR.
SECRETARY
FROM: Jeff Ingham
Project Planning Engineer
SUBJECT: NC 111, Duplin County, Replacement of Bridge No's. 14 and
31 over Limestone Creek and Overflow, State Project
8.1241701, F. A. Project BRSTP-111(2), B-2130
A scoping meeting for the subject bridge was held in the Transportation Building on
June 20, 1996.
The following people were in attendance:
Jay Bennett Roadway Design
Lisa Shapiro Roadway Design
Don Sellers Right-of-Way
Ray Moore Structure Design
Ellis Powell Structure Design
Lanette Cook Program Development
Ray M`Intyre Program Development
Jerry Snead Hydraulics
Nabil Hasan Traffic Control
Debbie Bevin State Historic Preservation Office
Tom Tarleton Location & Surveys
Joe Blair Division 3
Jeff Ingham Planning & Environmental
John Williams Planning & Environmental
The following comments were either called in or given at the meeting:
Eric Galamb of DEM stated that the waters of Limestone Creek are Class C
Swamp in the project area. He requested that if possible, there be no weepholes on the
bridge. He commented that he would prefer road closure, but if an on-site detour is used,
then the area used be revegetated with native tree species. Normal Soil and Erosion
Control Measures should be used.
David Cox of the Wildlife Resource Commission recommended that the structures
be replaced in place using road closure. Best Management Practices, including Standard
Sedimentation and Erosion Control Measures, should be used. Efforts should be made to
minimize wetland impacts.
RE
Jerry Snead of Hydraulics recommended that the existing bridge No. 14 be
replaced with a 3 @ 3.0 meter by 2.4 meter (10 foot by 8 foot) reinforced concrete box
culvert (RCBC) at the same location and roadway elevation as that of the existing bridge.
A temporary detour would require 3 @ 1800 millimeter (72 inch) pipes. He
recommended that the existing bridge No. 31 be replaced with a bridge approximately 37
meters (120 feet) in length at the same location and roadway elevation as that of the
existing bridge. A temporary detour at this site would require a bridge approximately 18
meters (60 feet) in length. If detour structures are determined to be necessary, both
should have a roadway elevation approximately 1 meter (3 feet) lower than the existing
bridge and should be located to the east of the existing bridges to minimize wetland
impacts.
The Division 3 Engineer indicated a preference for replacing the bridge in place
and detouring traffic along surrounding roads. Local traffic would be detoured along
SR 1700 and NC 241. Due to weight restrictions on the bridges on SR 1700, trucks
would be detoured along NC 241 to Pink Hill and NC 11 to NC 111. He recommended
that the let date of the project be moved up to April of 1999 to avoid as much school
traffic as possible.
Debbie Bevin of SHPO recommended that no surveys be done for this project.
DISCUSSION OF ALTERNATES
Alternate 1:
Replace Bridge No. 14 with a 3 @ 3.0 meter by 2.4 meter (10 foot by 8 foot)
reinforced concrete box culvert (RCBC) at the same location and roadway elevation as
that of the existing bridge. Replace Bridge No. 31 with a bridge approximately 37 meters
(120 feet) in length at the same location and roadway elevation as that of the existing
bridge. Detour local traffic along SR 1700 and NC 241 during construction. Due to
weight restrictions on the bridges on SR 1700, trucks will be detoured on NC 241 and
NC 11.
Alternate 2:
Replace Bridge No. 14 with a 3 @ 3.0 meter by 2.4 meter (10 foot by 8 foot)
reinforced concrete box culvert (RCBC) at the same location and roadway elevation as
that of the existing bridge. Replace Bridge No. 31 with a bridge approximately 37 meters
(120 feet) in length at the same location and roadway elevation as that of the existing
bridge. Maintain traffic during construction using an on-site temporary detour located to
the east of the existing bridges. A temporary detour will require 3 @ 1800 millimeter
(72 inch) pipes to the east of Bridge No. 14 and a bridge approximately 18 meters (60
feet) in length to the east of Bridge No. 31. The detour structures will require a roadway
elevation approximately 1 meter (3 feet) lower than the existing bridge.
JI/plr
BRIDGE PROJECT
SCOPING SHEET
TIP PROJECT B-2130
STATE PROJECT 8.1241701
F. A. PROJECT BRSTP-111
DATE: 6-20-96
DIVISION 3
COUNTY Duplin
ROUTE NC 111
SCHEDULE: Right of way: 4-17-98 Construction: 6-15-99
PURPOSE OF PROJECT: REPLACE OBSOLETE BRIDGE
WILL THERE BE SPECIAL FUNDING PARTICIPATION BY MUNICIPALITY,
DEVELOPERS, OR OTHERS? YES NO X
STRUCTURES
EXISTING BRIDGE NO. 14
LENGTH 23.2 METERS; WIDTH 7.7 METERS
76 FEET 25.4 FEET
NEW STRUCTURE
3 @ 3.0 meter by 2.4 meter (10 foot by 8 foot) reinforced conc rete box culvert
DETOUR STRUCTURE 3 @ 1800 millimeter (72 inch) pipes
EXISTING BRIDGE NO. 31
LENGTH 29.9 METERS; WIDTH 7.7 METERS
98 FEET 25.4 FEET
NEW STRUCTURE
bridge 37 meters (120 feet) in length and 12.2 meters (40 feet in width)
DETOUR STRUCTURE bridge 18 meters (60 feet) in length
COSTS
TIP ESTIMATE
TIP CONSTRUCTION COST ....................................... $ 500,000
TIP RIGHT OF WAY COST ....................................... + $ 40,000
TIP TOTAL COST ...................................... $ 540,000
*Preliminary construction cost estimate not available at this time
TRAFFIC
Average Daily Traffic: (1996) 2,000 VPD, (2020) 4,100 VPD
3% Dual, 2% TTST, 60% DIP, 10% DHV
CLASSIFICATION: Rural Major Collector

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? MAY 6 2 1996

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETJR.
GoWI NOR P.C. WX 25201, RALEIGI I, N.C. 27611-5201 SECRETARY
May 1, 1996
MEMORANDUM TO: Mr. Eric Galamb
DEM - DEHNR - Water Quality Lab
FROM: H. Franklin Vick, P. E., Manager
Planning and Environmental Branch
SUBJECT: Review of Scoping Sheets for Bridge No's. 31 and 14 on
NC 111 in Duplin County over Limestone Creek and
Overflow, B-2130
Attached for your review and comments are the Scoping sheets for the
subject project (See attached map for project location). The purpose of
these sheets and the related review procedure is to have an early "meeting
of the minds" as to the scope of work that should be performed and thereby
enable us to better implement the project. A Scoping meeting for this
project is scheduled for June 18, 1996 at 9:00 A. M. in the Planning and
Environmental Branch Conference Room (Room 434). You may provide us with
your comments at the meeting or mail them to us prior to that date.
Thank you for your assistance in this part of our planning process.
If there are any questions about the meeting or the scoping sheets, please
call Jeff Ingham, Project Planning Engineer, at 733-7844, Ext. 236.
JI/plr ()06 22
Attachment L1c"'?5 ? ??` 1k' /9- Z? 2 7?
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BRIDGE PROJECT
SCOPING SHEET
TIP PROJECT
STATE PROJECT
DATE:
B-2130 DIVISION
4-30-96
3
F. A. PROJECT BRSTP-111(2)
PURPOSE OF PROJECT: REPLACE OBSOLETE BRIDGE
DESCRIPTION OF PROJECT: Replace Bridge No's. 14 and 31 on NC 111 over
Limestone Creek and Overflow in Duplin County.
WILL THERE BE SPECIAL FUNDING PARTICIPATION BY MUNICIPALITY,
DEVELOPERS, OR OTHERS? YES NO X
BRIDGE NO. 31
EXISTING LENGTH 29.9 METERS; WIDTH 7.6 METERS
STRUCTURE: 98 FEET 25 FEET
BRIDGE NO. 14
EXISTING LENGTH 23.2 METERS; WIDTH 7.6 METERS
STRUCTURE: 76 FEET 25 FEET
TIP CONSTRUCTION COST ...................................... $ 500,000
TIP RIGHT OF WAY COST . ..................................... + $ 40,000
TIP TOTAL COST .................................... $ 540,000
COUNTY Duplin
ROUTE NC 111
CLASSIFICATION: Rural Major Collector
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b 1961 4•`:::;:.:. .''? fAP 24 North Carolina Department Of
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1963
9 DUPLIN COUNTY
1962 1724 ° 1802
1801 REPLACE BRIDGE NO'S. 31 AND 14
9 1724 6 5 v? .6 " ^ 832 ON NC 111 OVER LIMESTONE CREEK
AND OVERFLOW
1833 B-2130
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