20110681 Ver 1_Application_20110722

STATE OF NORTH CAROLINA
a
w
DEPARTMENT OF TRANSPORTATION fRry??BEVERLY EAVES PERDUE EUGENE A. CONTI,7YC.
GOVERNOR SECRETARY
July 11, 2011
NCDEN R-D W Q
1650 Mail Service Center
Raleigh, NC 27699-1650

Attention: Rob Ridings
Subject: Replacement of Bridge No. 75 over Tributary to Tar River on SR 1600 in Franklin
County. TIP No. BD-5105A; WBS Element No. 42815. 1.1
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 75 over
Tributary to Tar River on SR 1600 in Franklin County. This project is being processed under the Low
Impact Bridge Replacement Program. The following are attached to this cover letter:
Attachment G: Low/Minimal Impact Bridge Data Sheet
USGS Topographic Map
Attachment L: NCDENR-DWQ Nationwide 3/WQC #3687 Data Sheet
Stormwater Management Plan
Jurisdictional Resources Summary Sheet
Permit Drawing
r /
-mod ? ???ic7?
If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220-
4633.
Sincerely,
G- c,-??
or
J. W. Bowman, P.E.
Division Engineer
c: Division 5 file, NCDOT
Eric Alsmeyer, USACE
l f46 /C
?Jd Q a„
Division Five- 2612 North Duke Street, Durham, North Carolina 27704
Telephone- 919-220-4600 fax: [phone]
ern
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project Number: BD-5105A County: Franklin
Bridge No. 75 over Tributary to Tar River on SR 1600
WBS Element Number: 45351.1.1
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: July 7, 2011
Applicant Name: J. W. Bowman, P.E.
Applicant Address: 2612 N. Duke Street
Durham, NC 27704
Primary Contact for Project: Chris Murray, PWS
Phone Number: [phone]
Is this an after-the-fact application:_Yes X No
River Basin: Tar-Pamlico
Stream Classification: C (DWQ Index Number: 28-(24.7)
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 - Maintenance
State: General Water Quality Certification #3687
Local: None
Project Description: Replacement of existing 3-span bridge that is 91 feet long with a 3-span
bridge that is 100 feet long.
Permanent Impacts: See attached permit drawing and summary sheet. No stream or wetland
impacts. Riparian buffer impacts will occur at site from project construction.
Stormwater Information: See attached stormwater management plan.
Signature:
Print Name:
Title: ?tu 5 t?. 5 ?4 vtS r
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: http:lfh2o.encstate.nc.uslnavetlandsl
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer
Low/Minimal Impact Bridge Project Data Sheet
` ITIP NO BD-5105A
I W BS 45351.1.1
_ I Coun . Franklin
I Bridge Number Brid e 340075

Description Bride No. 75 over
Tributary to Tar River an
SR 1600
Basin Tar-Pamlico

Classification _
WS-V NSW
Stream SIN 28-(24.7)
Type Inland
Size '20 it
_Type 3-span
Existing Structure Size 91 ft x 26 ft
Suff. Rating 9
Pro
osed St
t Type 3-span
p
ruc
ure Size 100 ft x 33 ft
St USACE Impacts (LF) 0 linear feet
ream Non 404 Impacts LF 0 linear feet
USACE Impacts (AC) 0 acre
Wetlands Non 404 Impacts (AC) 0 acre
CAMA Impacts AC Not Applicable
NC DWQ Buffers I Impacts SF 60 linear feet
Buffer Application Required (>40 ft) (Y/N) Yes
NC DWQ StormWatei Permit Required YIN No

Habitat (yin) Tar WdYoa?al: No
dw.d w.d,..-I: No
Irhaua. zumec: yea

T&E
Species Present Tar [oar,.-I No
.dwed,em,a[w: No
noh-- No

Bio Conclusion .l.prymt¢[elt No EXed
atlwedge-el: No EHed
Icho. s sumac. No EXed
Moratorium - T pe Not Applicable
Dates Not Applicable
(Native/Hatche Not Applicable
Tro
t W
t (Trout S ecies Present Not Applicable
u
a
ers Trout Conditions YIN Not Applicable
WRC Reviewer Not Applicable
CAMA IAECs Not Applicable
Essential Fish I Habitat 1n No
Nav.1 0 enin Not Applicable
USCG I Permit Not Applicable
Historic I Properties No Survey Required
Archaeological l Resources No Survey Required
Tribal I Lands Not Applicable
4 ( Resources Not Applicable
6 LWC Resources Not Applicable
Wild and / Scenic River Not Applicable
Forest Service I Lands Not Applicable
TVAI Area Not Applicable
FEMAI Bu out No
FEMA I Flood Study No Involvement
USTs I Haz Mats No
I Relocatees No
L
ti LAT 36.0734387
oca
on LONG 78.2611571

roject Comments

- Surveys for Michaux's sumac
on 7/8/10. No species
observed. No habitat for
dwarf wedgemussel or Tar
spinymussel per Karen
Lynch (PDEA-NEU) and
confirmed by USFWS.
I
Completed by.,
?? v J
Lead Engineer

I
(Division Environmental Officer
7/7/2011

STORMWATER MANAGEMENT PLAN
WBS Project Number: 45351.1.1
TIP No.: BD-5105A
Franklin County
Hydraulics Project Manager: W. Herbert Turner, Jr., PE (Florence & Hutcheson)
Randy Boyd, PE (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project consists of construction of a new 100 feet long 21" cored slab bridge to
replace the existing 91 feet long bridge #75 on SR 1600 over Tributary to Tar River. The
total project length is 0.093 miles. The project is located in the Tar-Pamlico River Basin.
The project drainage system consists of grass shoulders, grated inlets with associated
pipes and rip rap pads at the pipe outfalls.
Jurisdictional Streams: Tributary to Tar River
ENVIRONMENTAL DESCRIPTION
The project is located within the Tar-Pamlico River Basin in Franklin County. The stream
is classified as WS-V; NSW. There is a wetland in the northeast quadrant of the bridge,
however, it will not be impacted for the proposed project. Tar-Pamlico Buffer Rules have
been adopted for the project. Storm water impacts to the stream have been minimized by
utilizing sheet flow on grass shoulders along the roadway and compliance with Buffer
Rules to provide sheet flow before entering the stream. There will be no stream impacts
for the project. The existing drainage patterns have been maintained with the hydraulic
design of the project
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation of the
states surface waters by the location, construction and operation of the highway system.
The BMPs are activities, practices and procedures taken to prevent or reduce stormwater
pollution. The BMP measures used on this project to reduce stormwater impacts are:
Sheet flow on grass shoulders along the roadway
This will promote infiltration and filtration of pavement runoff by directing sheet flow
over grassed shoulder slopes.
Compliance with Buffer Rules to provide diffuse flow
NW & NE quadrant: Proposed roadway is in fill section and no proposed ditch
(concentrated flow) is expected through buffer. Thus, sheet flow will be provided through
buffer.
SE quadrant: Proposed roadway is in fill section and no proposed ditch (concentrated
flow) is expected through buffer. Pipe outlet protection with class B rip rap will be used
to dissipate energy and diffuse flow from bridge stormwater outlet at 14+45 LT to
provide a non-erosive sheet flow to the outfall area with Q10=0.3 cfs and V10=1.0 fps.
This will provide approximately 70' of sheet flow before entering the buffer. Preformed
Scour Hole can not be used at this location because the slope of the ground downgrade is
6.7% (too steep). ,_
SW quadrant: Proposed roadway is in fill section and no proposed ditch (concentrated
flow) is expected through buffer. Pipe outlet protection with class B rip rap will be used
to dissipate energy and diffuse flow from bridge stormwater outlet at 14+45 RT to
provide a non-erosive sheet flow to the outfall area with Q10=0.3 cfs and V10=1.0 fps.
This will provide approximately 35' of sheet flow before entering the buffer. Preformed
Scour Hole can not be used at this location because the slope of the ground downgrade is
6% (too steep).
No deck drains
This will avoid direct discharge of storm water from the bridge deck into the receiving
water.
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