20121125 Ver 1_Application_20121217

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NE Std�
North Carolina Department of Environment and Natural ResourcesQ6'C I
Division of Water Quality
Beverly Eaves Perdue Coleen H Sullins TLgpVnfo�4 tl ,� %Z Dee Freeman
o 0
Governor Director �us �,� gUTL��Y Secretary
/attachment L Love Impact Bridge Replacement Process RB' Ncy
Low Impact Bridge Project No B -5109H County Davidson
Bridge No 280277 over Lick Creek WBS Element Number 45355 1 8
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 December 17, 2012
Applicant Name Stephanie Braguet
20121 125
Applicant Address 375 Silas Creek Parkway
Winston - Salem, NC 27127
Primary Contact for Project Matthew Jones
Phone No 336- 703 -6500 /
Is this an after - the -fact application Yes V No
River Basin Yadkin -Pee Dee
Stream Classification WS -IV, 303(d)
Regulatory Authorization Options for this Activity
Federal USACE Nationwide General Permit 3 — Maintenance
State General Water Quality Certification #3687 and /or Buffer Authorization
Local None
Project Description — This project is a low impact bridge replacement project and is located to the
south and west of Denton The area is rural in nature and the surrounding terrain is rolling hills The
existing bridge on Hunt Road over Lick Creek was built in 1953 and is 35' long and 24 1' wide The
bridge is both structurally deficient and functionally obsolete and has a sufficiency rating of 34 95 out of
100 It is constructed of timber components The proposed bridge will be 70' long and 30' wide It will be
a concrete cored slab bridge on a concrete substructure The approach roadway on each end of the
bridge will be updated to current design standards and guardrail will be placed on each corner of the new
bridge where currently there isn't any guardrail The existing roadway will be widened slightly to meet the
new design standards for the traffic volume The new paved roadway width will be 20' as opposed to the
existing 19' and there will now be a 6-11" grass shoulder There will be no deck drains placed on this
bridge All surface water will drain off the bridge to the north end where the water will be captured in two
concrete drainage structure The water will then flow out through a 15" drainage pipe There will be a rip
Transportation Permitting Unit
1650 Mail Service Center, Raleigh North Carolina 27699 1650
Location 2321 Crabtree Blvd Raleigh North Carolina 27604
Phone [phone] FAX [phone]
Intemet hap llh2o enr state nc uslncwetlandsl
An Equal Opportunity \ Affirmative Action Employer
NorthCarohna

rap energy dissipator at the outlet of the pipe The outlet of the pipe will be approximately 30' from the
edge of the stream The outlet area is flat and well vegetated All water from the roadway will flow
through vegetation prior to entering the stream, there will be no direct discharge into the stream
Currently all water from the bridge flows directly into the stream through the open bridge rail There will
be approximately 80 linear feet of impacts to Lick Creek to the southeast side of the bridge This is due to
the alignment of Lick Creek approaching the bridge /roadway and its close proximity to the proposed
bridge abutment and associated fill section The streambank will need to be armored to prevent the
stream from overwidenmg toward the bridge abutment and thereby causing erosion of the fill section that
the abutment is built upon The proposed armoring method utilizes filter fabric on the stream bank with
Class II rip rap placed over the filter fabric The rip rap will be 2' thick when placed on the stream bank
and will be toed in to prevent the stream from cutting under the rip rap The Class II rip rap is being
utilized to prevent the stream from washing any rip rap downstream and will also better protect the
streambank from overwidernng Currently there isn't any protection to prevent the stream from
overwidernng toward the bridge abutment
- n�! T -jV�TM�
i l'
'Frint Name
,,
Title UItt�UY1 o U•i�t

Low /Minimal Impact Bridge Project Data Sheet
Priority
TIP NO
BD -5109H
WBS
453551 8
County
Davidson
Bridge Number
280277
Description
Replace Bnd a over Lick Creek on
SR 2504 Hunt Rd
Basin
Classification
Stream SIN
Type
Size width & depth)
Yadkin
WS -IV 303(d)
12-126-(4)
Inland
25'x 1'
Type
Existing Structure Size
Suff Rating
2 Spans 2 17'-4" Steel Plank Deck on Timber Substructure
35 x 24 1
457
Proposed Structure Type
Size (lengthxwidthout -out)
1 Span Cored Slab
70 x30
Stream USACE Impacts (LF)
NCDWQ Impacts LF
80 LF
80 LF
USACE Impacts (AC)
Wetlands Non 404 Impacts (AC)
CAMA Impacts AC
None
None
N/A
NC DWQ Buffers Impacts SF
None
Buffer Application Required /N
No
NC DWQ StormWater Permit Required /N
No
Habitat (y /n)
T &E Species Present
Bio Conclusion
No
No
NE
Moratorium Type (per WRC)
Dates
None
N/A
Native/Hatchery
Trout Waters Trout Species Present
Trout Conditions /N
WRC Reviewer
No
No
No
Marla Chambers
CAMA AECs
N/A
Essential Fish Habitat /n
No
Nav Opening
No
USCG Permit
No
Historic Properties
No
Archaeological Resources
No
Tribal Lands
No
Resources
No
6 WC Resources
No
Wild and Scenic River
No
Forest Service Lands
No
TVA Area
No
FEMA Buyout
No
FEMA Flood Study
No
USTs Haz Mats
No
Relocatees
No
Location LAT
LONG
N 35 6214
W 80 1503
Project Comments
Completed by 7-101 110-
Le ngineer, Date
1
r
/a, l Z 7
Ivision Envir mental Specialist, Date
2/21/2012

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