HomeMy WebLinkAbout20071582 Ver 1_Information Letter_20021104.- ~
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDI~ TIPPETT
GOVERNOR SECRETARY
October 24, 2002
Ms. Cynthia Van der Wiele
DENR-Division of Water Quality/Wetland
1621 Mail Service Center
Raleigh, North Carolina 27699
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6 ~ ~tiC7'~ 4 2002
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SUBJECT: Request for comments on Bridge Replacement Projects B-1382, B-4031,
B-4103, B-4214, B-4215, B-4223, B-42~5 and B-4282.
..Dear Ms. Van der Wiele:
The North Carolina Department of Transportation (NCDOT) is preparing the
planning and environmental studies (Categorical Exclusions) for the replacement of the
subject bridges. These bridges are included in NCDOT's 2002-2008 Transportation
Improvement Program (TIP).
The purpose of this letter is to solicit your input concerning the potential impact of
the proposed projects upon social, economic, demographic, land use or environmental
conditions near the projects. Attached is the vicinity map and bridge demolition package
for the following projects.
J~~ ^ B-1382, Sampson County, Division 3, Replace Bridge No. 26 over the Black
River Over Flow and Bridge No. 12 over the Black River on NC 41.
J~ B-4031, Brunswick County, Division 3, Replace Bridge No. 72 over Jinnys
Branch a tributary of Saucepan Creek on NC 179 (Beach Drive).
G/ B-4103, Davidson County, Division 9, Replace Bridge No. 416 over Beaver
Dam Creek on SR 2550 (Badin Lake Road).
-~ ~ B-4214, Onslow County, Division 3, Replace Bridge No. 24 over the New
River on US 17 (Marine Boulevard).
J ~`'~ B-4215, Onslow County, Division 3, Replace Bridge No. 19 over Stone Creek
on NC 210.
MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING
PROJECT DEVELOPMENTAND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEesirE: wWW. NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1548
J~" ^ B-4223, Pender County,, Division 3, Replace Bridge No. 21 over the North
East Cape Fear River on NC 210.
(~ B-4255, Rowan County, Division 9, Replace Bridge No. 28 over Withrow
Creek on NC 801.
GV ^ B-4282, Stokes County, Division 9, Replace Bridge No. 54 over Pinch Gut
Creek on NC 66.
Please note that there will be no formal interagency scoping meeting for these
projects. This letter constitutes solicitation for scoping comments related to the projects.
To allow us to fully evaluate the impacts of the proposed projects, please respond in
writing by November 29, 2002 concerning any beneficial or adverse impacts of the
proposed projects relating to the interest of your agency.
ff you have any questions or comments concerning these projects, please contact
Mr. John Wadsworth, P.E. of this Branch at (919) 733'=-7844, ext. 209.
Sincerely, ' ''
~~~~~
Gregory J. Thorpe, Ph. D.,
Environmental Management Director,
Project Development and
Environmental Analysis Branch
CLT/JCW
Attachment
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STOKES COUNTY
BRIDGE NO. 54 ON NC 66
OVER
PINCH GUT CREEK
8-4282
FIGURE 1
BRIDGE DEMOLITION FORM
DATE:
PROJECT T.I.P. NUMBER:
STRUCTURE NUMBER:
COUNTY:
FACILITY NAME:
BODY OF WATER CROSSED:
DIVISION NO.:
October 21, 2002
B-4282
840054
Stokes
NC 66
Pinch Gut Creek
9
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STRUCTURE DESCRIPTION and POTENTIAL IMPACTS FROM BRIDGE DEMOLITION:
Bridge No. 54 is located on NC 66 over the Pinch Gut Creek in Stokes County. It was constructed in 1923
and has a sufficiency rating of 48.8. It has three spans totaling approximately 97 feet in length. The deck
and railings of the superstructure are composed of reinforced concrete. The substructure is composed of
reinforced concrete abutments and reinforced concrete round nose post and web. The rails will be
removed with out dropping them into Waters of the U. S. There is potential for components of the deck
and substructure to be dropped into Waters of the U. S. during construction.
MAXIMUM POTENTIAL FILL:
CLASSIFICATION OF WATERS:
MORATORIUM:
SECTION 7:
CAUSEWAY CONSTRUCTION:
BMP-BDR RECOMMENDATION:
203 cubic yards
C; Tr
Probable
Not Anticipated.
Not Anticipated
General Best Management Practices for
Bridge Demolition and Removal should be
followed for this project.
.~y~ ~Z
680028 BRIDGE MAIPdTENAPdCE UPdIT RUN GATE 03/06/01
DATA ON EXISTING STRUCTURE
-------------------------------------------------------------------------------
000PdTY: DIV.: DIS•T.: STRIICTIJRE PJ!~h1EER: LENGTH:
STOKES 09 2 84 0054 97 FEET
-------------------------------------------------------------------------------
RO-_~TE CARRIED: FEATURE IPJTERSECTED:
NC66 PINCH GUT CREEK
-------------------------------------------------------------------------------
LOCATED: FRIDGE NAME:
0.1 ~hiI.S.JCT.SR1467 ________________________
-------------------------------------------------------------------------------
FUNC. CLASS: SYST.ON: SYST.UNDER: ADT & YR: RAIL TYFE:
MAC FA ----- 300 99 LT 301 RT 301
---------------------------------=---------------------------------------------
EUILT: EY: PRO•J: FEG.AID FROJ: DESIGN LOAD:
1923 SHPWC 752 ------------ H-15
-------------------------------------------------------------------------------
REHAE: EY: FROJ: ALIGNh1EPJT: SI<EW: LAPSES:
TAPd 090 OPd 02 UNDER 00
-------------------------------------------------------------------------------
PdAVIGATIOPd: HT.CRPd.TO FED: WATER DEPTH:
VC --- FT HC ---- FT 18 FT 1 FT
SUPERSTR~JCTURE:
REINFORCED COP~CRETE DECK GIRDERS
SUESTRUCTURE:
ABUTMEPdTS:RC FULL HEIGHT,IPdT.ETS•:RC ROUPdG NOSE FOST & WEE
-------------------------------------------------------------------------------
SPANS:
132' 3 , 1t~32' 6 , 1@32' 3
-------------------------------------------------------------------------------
EEAh1S OR GIRDERS:
3 LIPJES OF 18 X3 1 RC DEC4< GIRDERS ~ 8' 0 CENTERS
-------------------------------------------------------------------------------
FLOOR: ENCRQACHMEPdTS: DECK (OUT TO OUT):
RC SLA6,3 AWS --------------- 023.1
-------------------------------------------------------------------------------
CLEAR ROADWAY: EETWEEPd RAILS: SIDEWALK OR CURE:
020.0 021 .1 LT 00.5 RT 00.5
-------------------------------------------------------------------------------
VERT.CL.OVER: VERT.CL.UNDER: HOR.CL.UPdDER: SPECIAL F'ERhiIT:
99 FT 99 IN 00 FT 00 IN 00.0 FT ---
-------------------------------------------------------------------------------
INV.RTG.: OPE.RTG.: COPJTR.h1EhiBER: POSTED:
H~- 16 H°- 27 ---------- SV -- TTST -- DATE -- -- ----
-------------------------------------------------------------------------------
SYSTEM: GREEN LIPdE ROUTE:
4 FRIMAP.Y YES
-------------------------------------------------------------------------------
2NG OPENIPdG: 3RD OPEPdING: 4TH OFEPdING: 5TH OF'EPJIPdG:
---- -------- ---- -------- ---- -------- ---- --------
-------------------------------------------------------------------------------
REMARKS:
9/4/1998
STRUCTURE DATA WORKSHEET
Bridge #: 840054 County: Stokes Date: 1/29/01 By: RKF
APPROACH ROADWAY WIDTH (SI 8. A ITEM 321
4' 17' 4'
2- Lanes Paved
Unstable Looking: North, NC- 66 Unstable
a
ICAL SECTION Rail Type: 3t
21'1" Between Rails
~rrn^ Claar Rnariwav
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4"
S an Len th Br . To Br .
A 32'3,• 31.2••
B 32'6" 31'4"
C 32'3" 31'2"
GIRDER Dim. A Dim. B
1 27" 27"
2 27" 27"
3 27" 27"
Page of
Sounding
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B-4282
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