20120156 Ver 1_Application_20120112

BEVERLY PURDUE
GOVERNOR
N C Division of Water Quality
Winston Salem Regional Office
585 Waughtown St
Winston Salem, NC 27107
Attention Ms Amy Euhss
n -Fip"`-e
STATE OF NORTH CAROLINA OSAA ,Ws %QU,4(%,
DEPARTMENT OF TRANSPORTATION "ATER ft
P O Boa 25201 Raleigh, NC 27611 5202 EU NE CONTI JR
PHONE [phone] SECRETARY
January 12 2012
Subject Buffer Authorization for the replacement of Bridge #134 over Cane Creek on SR 2356 m
Alamance County WBS 45353 3 6
Dear Ms Euhss
The North Carolina Department of Transportation is scheduled to replace Bridge #134 with a new longer
bridge at the same location Because the project is within the Jordan Lake Watershed, a buffer
authorization is required I am requesting review through the Low Impact Bridge Replacement Process I
have included the Attachment L with a project description and a set of the project plans Please review this
project for authonzation by your Division
We would like to begin construction as soon as possible If further information is required, please contact
Jerry Parker at [phone] Your early review and consideration will be appreciated
Sincerely
J Mills P E
Ivnsion Engineer Division 7
Enclosures
cc Jerry A Parker Division Environmental Supervisor
Andy Williams US Army Corps of Engineers
Tin Powers NCDOT
NCDENR DWQ Wetlands /401 Unit Raleigh, NC
Barry Harrington, Roadside Environmental Field Operations Engineer
P O Box 250 N Wu KEsBORO NC 28659
PHONE [phone] FAx [phone]

LTIKWI
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 Bndge Project No BD -5107E County- Alamance
Bridge No 134 over Cane Creek WBS Element Number 45353 3 6
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 January 12 2012
Applicant Name NCDOT
Applicant Address 1584 Yancevville Street
Greensboro NC 27415
Pnmary Contact for Project Jerry A Parker
Phone No 336 256 2063
Is this an after -the fact application Yes X No
River Basin Cape Fear
Stream Classification WS V, NSW
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
Dee Freeman
Secretary
Transportation Permitting Unit One
1650 Mad Service Center Raleigh North Carolina 27699 1650 NorthCarohna
Location 2321 Crabtre Blvd Raleigh North Carolina 27604 -� �p���N� ` !��
Phon 919 733 1786 1 FAX [phone] ; !
Internet http Hh2o enr stat nc us /ncwetiands/

Project Description — The project consists of replacing Bridge #134 over Cane Creek on SR
2356 (Holman Mill Rd) and improving roadway approaches The existing 121 X 25 6 bridge is
structurally deficient and will be replaced with a new 135 X 30 bridge at the same location An
off site detour will be utilized during construction Total project length is 450 ft The project will
impact 205 sf of Zone 1 for construction of special cut ditch and 80 sf of Zone 2 impacts
connected with the special cut ditch Slope protection will involve 430 sf of impacts in Zone 1
and 305 sf in Zone 2 Total buffer impacts for Zone 1 will be 635 sf and for Zone 2 will be 385
sf Therefore a buffer authorization is being requested
Signature
Print Name J M Mills, P E
Title Division Engineer, Division 7

Add :rnf.
Parker Jerry A
From Parker Jerry A
Sent Monday January 23 2012 2 25 PM
To Euliss Amy
Subject FW #32 & #134 Additional Information
Amy
Will this suffice as far as the info that was needed from the engineers? I will get the second page of the stormwater
permit and the info concerning the ephemeral stream and the wetlands
From Jimmy Terry [mailto Jterry@tgsengineers com]
Sent Monday, January 23, 2012 12 15 PM
To Parker, Jerry A
Cc Ifletcher@tgsengineers com
Subject #32 & #134 Additional Information
Jerry
See below for the additional information discussed at our meeting this afternoon If you need anything else from me
please let me know If you need someone to go delineate the wetlands and classify the stream we know a private
consultant that can do this if needed We are Just pressed for time so anything that we can do to help speed up the
process please let us know
#32
There are no alterations to existing ditches needed due to the increase in surface water discharge from the bridge deck
and proposed drop inlets
Discharging outside of zone 2 is not possible due to right of way constraints and roadway design constraints The
proposed right of way has been purchased for this project The existing dike that is being used to diffuse the flow from
the existing ditch is inside BZ2 The small amount of discharge being introduced to the ditch is negligible given the
existing drainage area
#134
There are no alterations to existing ditch dimensions (i a side slope depth etc ) due to the small increase in discharge
from the proposed drop inlets
Rip rap pads shall be provided at all locations of bridge deck drains to eliminate scour potential
Thanks
Jimmy L Terry PE
TGS Engineers
Suite 141
975 Walnut Street
Cary, NC 27511
[phone] Ext 111
1

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