20110680 Ver 1_Application_20110720

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BEVERLY EAVES PERDUE
GOVERNOR
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Attention: Eric Alsmeyer
NCDOT Coordinator
is
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
J'A 2 .1%
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"WlD pS?qAT R C
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EUGENE A. CONTI, JR.
SECRETARY
(D6 8
Subject: Replacement of Bridge No. 205 over Little Blue Creek on SR 1428 in Granville County
TIP No. BD-5105J; WBS Element No. 42815.1.10
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 205 over
Little Blue Creek on SR 1428 in Granville 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 93687 Data Sheet
Stormwater Management Plan
Jurisdictional Resources Summary Sheet
Permit Drawing
If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220-
4633.
Sincerely,
a, c?
J. W. Bowman, P.E.
Division Engineer
c: Division 5 file, NCDOT
Rob Ridings, NCDENR-DWQ
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Division Five- 2612 North Duke Street. Durham. North Carolina 27704
Telephone: [phone] Fax: [phone]
July 11, 2011
Low/Minimal Impact Bridge Project Data Sheet
TIP NO BD-5105J
WBS 45351.1.10
I Count Granville
I Bridge Number Bridge 380205
' Description Bride No. 205 over Blue
Creek o 1428
Basin oan
Classification C
Stream SIN 23-2-4-1
Type Inland
Size 25 ft
?. T pe - 3-span
Existing Structure Size 53 ft x 20 It
Suff. Rating 46.6
Pro
osed St
t f
e 1
p
ruc
ure Size 80
- p30 ft
Stream USACE Impacts (LF)
No
n 404 In acts LF F 46 linear feet

0 linear f?r
USACE Impacts (AC) 0 acre
Wetlands _
Non 404 Im acts (AC)_ 0 acre
CAMA Impacts AC Not Applicable
NC DWQ Buffers I Impacts (SIF) Not Applicable
Buffer Application Required (>40 ft) (YIN), Not Applicable
NC DWQ StormWatei, Permit Required YIN No

Habitat(y/n)

" ,.to eagle: No
dwadwedgernuaaec No
aryeula: No
onnaothocence-ar Yes

TB:E
Species Present ,alb eagle: No
dwadwedgemlmel: No
araereW No
mooel wnefloce[ No

Bio Conclusion cool eagle: No EXetl
aN wedgemumael: No Effect
rperela: No Effect
oolt conegorver No Ellett
Morato
i T pe Not Applicable
r
um Dates Not Applicable
Native/Hatchery Not Applicable
(
T
t W
t Trout Species Present Not Applicable
rou
a
ers
( Trout Conditions YIN Not Applicable
I WRC Reviewer Not Applicable
CAMAI AECS NotA licable
Essential Fish I Habitat In 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
4f ( Resources Not Applicable
6(f) LWCF Resources Not Applicable
Wild and I Scenic River Not Applicable
Forest Service I Lands Not Applicable
" TVAI Area Not Applicable
FEMAI Bu out No
FEMAI FIood Study No Involvement
USTsI Haz Mats No
I Relocatees No
L
ti LAT 36.3708212
oca
on LONG 78.8355543

roject Comments Surveys for harperella and
smooth coneflower on
7/8/10. No species
observed. No habitat for
dwarf wedgemussel per
Karen Lynch (PDEA-NEU)
and confirmed by USFWS.
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Completed by_
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Lead Engi
eer _
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/Division Environmental Officer

715/2011
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NCDOT ?"^.?
(.?urfrll Bridge No. 205over Blue Creek on SR 1428
Granville County \ `S * t (:•" , +? x \, r
Let Scale Long.:78.829417
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Copyright (C) 2008, MyTopo
ern
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project Number: BD-5105J County: Granville
Bridge No. 205 over Little Blue Creek on SR 1428
WBS Element Number: 45351.1.10
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 6, 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: Roanoke
Stream Classification: C (DWQ Index Number: 23-2-4-1)
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 - Maintenance
State: General Water Quality Certification #3687
Local: None
Dee Freeman
Secretary
Project Description: Replacement of existing 3-span bridge that is 53 feet long with a 2-span
bridge that is 80 feet long.
Permanent Impacts: See attached permit drawing and summary sheet. 46 linear feet of
stream impact.
Stormwater Information: See attached stormwater management plan.
Signature:
Print Name: C (n f 5 (? V r (a-1 r P 7 s
Title: I\J fAVireVI neA?a? v1s or
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: hnp:11h2o.enrstate.nc.usmn etlandsl
NorthiCarolina
Natt rallry
An Equal Opportunity 1 Affirmative Action Employer
STORMWATER MANAGEMENT PLAN
TIP No.: BD-5105J
WBS Element No.: 4535
Granville 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 80 feet long 21" cored slab bridge to replace
the existing 5?' feet long bridge #205 on SR 1428 over Little Blue Creek, The total'
project length is 0.097 miles. The project is located in the Roanoke River Basin: The
project drainage system consists of grass shoulders, grated inlets with associated pipes
and rip rap pad at the pipe outfall.
Jurisdictional Streams:. Little Blue Creek
ENVIRONMENTAL DESCRIPTION
The project is located within the Roanoke River Basin in Granville County. The stream is
classified as Class C. There are no wetlands in the project area. Storm water impacts to
the stream have been minimized by utilizing sheet flow on grass shoulders along the
roadway, and by draining bridge storm water to existing grassed ditch/swale to provide
approximately 60' of flow before entering the stream. 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.
Stormwater outlet to grassed ditch/swale
Bridge storm water will be drained to existing grassed ditch/swale at 13+18 LT to
provide approximately 60' of flow before entering the stream. This will promote
infiltration and filtration of pavement runoff over grassed lining along existing
ditch/swale.
No deck drains
This will avoid direct discharge of storm water from the bridge deck into the receiving
water.
Bank stabilization
Bank stabilization with class If rip rap is provided at both sides of the stream at 13+70 &
13+85 to provide long-term bank stability to prevent erosion. This will provide a stable
stream and the stream will not degrade in the evolution process.
NCDOT BMP to dewater
NCDOT standard stormwater BMP will be used along both stream banks to dewater and
isolate adjacent work area in order to remove existing concrete footers in the dry.
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