20110467 Ver 1_Application_20110516

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BFYERLY EAVES PERDUE,
GOVERNOR
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Attention: Eric Alsmeyer
NCDOT Coordinator
0467
Subject: Replacement of Bridge No. 123 over Tributary to Little Johnson Creek on SR 1407 in
Granville County. TIP No. BD-5105H; WBS Element No. 42815.1.8
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 123 over
Tributary to Little Johnson Creek on SR 1407 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 , ationwide- /WQC #3687 Data Sheet
USACE Preliminary Jurisdictional Determination Form
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,
/
J. W` Bowman, P.E.
Di?Uion Engineer
e: Division 5 file, NCDOT
Rob Ridings, NCDENR-DWQ
L
Aft
NY 40, CONTI,Jry.?
S
. YpR? 7FP,
"'ryCy
May 6, 2011

Division Five -2612 North Duke Street, Durham, North Carolina 27704
"Telephone: [phone] Fax: [phone]
Low/Minimal Impact Bridge Project Data Sheet
j TIP NO BD-5105H
I W BS 45351.1.8
County Granville
I Bridge Number Bridge 380123

Description Bride No. 123 over Trib.
of Little Johnson Creek
on SR 1407
Basin Roanoke
Classification C
Stream SIN 23-2-7-3
Type Inland
Size a 15ft
Type 1-span
Existing Structure Size 26 it x 20 ft
Suff. Rating 39
Proposed Structure ( Type
S e 1-span
70 ft x 30 ft
St USACElmpacts (LF) 50 linear eeI
ream Non 404 Impacts LF 0linear feet
USACE Impacts (AC) 0 acre
Wetlands Non 404 Impacts A( C) 0 acre
CAMA Impacts AC Not Applicable
NC DWQ Buffers Impacts SF Not Applicable
Buffer Application Required (>40 ft) (YIN) Not Applicable
NC DWQ Storm Water, Permit Required YIN No

Habitat (yln) al eagle: No
dwarf wedges-sael: No
ryerella: No
ooM Caneflawer: Yee

T&E
Species Present eltl eagle: No
adwedgemussel: No
ery[ralla: No
ooM wxflower: No

Bid Conclusion aM eagle: No Etletl
arl wedgemtneel: No Elled
-Perefla: No Elleet
.0l coneflower: No Egan
t
i Type Not Applicable
Mora
or
um (
Dates Not Applicable
Native/Hatchiery Not Applicable
Trout -Species Present Not Applicable
Trout Waters Trout Conditions YIN Not Applicable
IWRC Reviewer Not Applicable
CANIA IAECs Not Applicable
Essential Fish I Habitat In No
Nav. 10pening 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 IResources Not Applicable
6(f) LWC Resources Not Applicable
Wild and lScenic River Not Applicable
Forest Service I Lands Not Applicable
TVA IArea Nat Applicable
FEMA I Buyout No
FEMA I Flood Study No Involvement
USTs I Haz Mats No
IRelocatees No
SLAT 36.5180803
Location I LONG 78.7017616

roject Comments Surveys for harperella and
smooth coneflower on
718110. No species
observed. No habitat for
dwarf wedgemussel per
Karen Lynch (PDFA-NEU)
and confirmed by USFWS.
I _
Completed by:l
iLead Engineer

Division Environmental Officer
v
5/612011
ern
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colson H. Sullins
Governor Director
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project Number: BD-5105H County: Granville
Bridge No. 123 over Tributary to Little Johnson Creek on SR 1407 ?-
WBS Element Number: 45351.1.8
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: May 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: 23-2-7-3)
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 1-span bridge that is 26 feet long with another 1-
span cored slab bridge that is 70 feet long.
Permanent Impacts: See attached permit drawing and summary sheet. 50 linear feet of
stream impact.
Stormwater Information: See attached stormwater management plan.
Signature: l _U
Print Name: Can G5 MufrC-`J
Title: Vtu S,dn C^ufrvnr.enia? ??DerJISVr
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: mp:l1h2o enr.state.nc.usliumetlandsl
No hCarolina
Naturally
An Equal Opportunity 1 Atfrmalive Action Employer
ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NCDOT, Division of Highways
Division 5
2612 N. Duke Street
Durham, NC 27704
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:) NCDOT TIP
No. BD-5105H, Bridge No. 123 on SR 1407
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT
DIFFERENT SITES)
State:NC County/parish/borough: Granville City: Cornwall
Center coordinates of site (lat/long in degree decimal format): Lat. 36.5180803 ° N,
Long. -78.7017616° W.
Universal Transverse Mercator:
Name of nearest waterbody: Two separate tributaries to Little Johnson Creek
Identify (estimate) amount of waters in the review area:
Non-wetland waters: Site 1 length in review area is 100 ft; Site 2 length in review
area is 60 ft linear feet: Site 1 width in review area is 15 ft; site 2 width in review area
is 8 feet width (ft) and/or acres.
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: acres.
Cowardin Class:
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: N/A
Non-Tidal: N/A
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
? Office (Desk) Determination. Date:
? Field Determination. Date(s):
1. The Corps of Engineers believes that there may be jurisdictional waters of the United
States on the subject site, and the permit applicant or other affected party who
1
requested this preliminary JD is hereby advised of his or her option to request and
obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the
permit applicant or other person who requested this preliminary JD has declined to
exercise the option to obtain an approved JD in this instance and at this time.
2.. In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre-
construction notification" (PCN), or requests verification for a non-reporting NWP or
other general permit, and the permit applicant has not requested an approved JD for the
activity, the permit applicant is hereby made aware of the following: (1) the permit
applicant has elected to seek a permit authorization based on a preliminary JD, which
does not make an official determination of jurisdictional waters; (2) that the applicant -
has the option to request an approved JD before accepting the terms and conditions of
the permit authorization, and that basing a permit authorization on an approved JD
could possibly result in less compensatory mitigation being required or different special
conditions; (3) that the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization;
(4) that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking any
activity in reliance upon the subject permit authorization without requesting an approved
JD constitutes the applicant's acceptance of the use of the preliminary JD, but that
either form of JD will be processed as soon as is practicable; (6) accepting a permit
authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a preliminary JD
constitutes agreement that all wetlands and other water bodies on the site affected in
any way by that activity are jurisdictional waters of the United States, and precludes any
challenge to such jurisdiction in any administrative or judicial compliance or
enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any
administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If,
during that administrative appeal, it becomes necessary to make an official
determination whether CWA jurisdiction exists over a site, or to provide an official
delineation of jurisdictional waters on the site, the Corps will provide an approved JD to
accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the subject
project site, and identifies all aquatic features on the site that could be affected by the
proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply -
checked items should be included in case file and, where checked and requested,
appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Plans.
2
? Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
? Data sheets prepared by the Corps:
? Corps navigable waters' study:
? U.S. Geological Survey Hydrologic Atlas:
? USGS NHD-data.
? USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:1:24,000; Nelson.
? USDA Natural Resources Conservation Service Soil Survey. Citation:
? National wetlands inventory map(s). Cite name:
? State/Local wetland inventory map(s):
? FEMA/FIRM maps:
? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of
1929)
® Photographs: ? Aerial (Name & Date):
or ® Other (Name & Date):Site photographs (4/15/2010):
? Previous determination(s). File no. and date of response letter:
® Other information (please specify):USACE previously issued a permit for
replacement pipe structures via email on 6/15/07 (DA# 2007-2009). This email is
attached to the back of this form..
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
JG -A?,? -5 0)
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining the
signature is impracticable)
3
Site
number
Latitude
Longitude Cowardin
Class Estimated amount of
aquatic resource in
review area Class of
aquatic
resource
1 36.5181466 78.7019684 Perennial
Stream 100 linear feet Section 404
2 36.5180258 78.7019258 Perennial
Stream 60 linear feet Section 404
3
4

Note:
-Sites 1 and 2 converge to the immediate west of the existing bridge at the drip line.
Site 1 becomes the main stream at/past the convergence point.
ED ?. .
3,
------------?/ J?!I '?
BD-S10SH
Bridge No. 123 on SR 1407 over Tributary to Little Johnson Creek in Granville County
ill
(looking upstream).
(looking upstream).
View of south streambank with timber vertical abutment with poured concrete sill
STORMWATER MANAGEMENT PLAN
Project: 45351.1.8
I.D. No. BD-5105FI
Granville County
5/03/2011
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 70 feet long 24" cored slab bridge to replace
the existing 26 feet long bridge #123 on SR 1407 over UT to Little Johnson Creek. The
total project length is 0.086 miles. The project is located in the Roanoke River Basin. The
project drainage system consists of grass shoulders, grated inlet with associated pipe and
rip rap pad at the pipe outfall.
Jurisdictional Streams: UT to Little Johnson 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 dissipating storm water from the bridge drain in a rip rap pad to promote
approximately 50 feet of sheet 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.
Outlet protection with rip rap
Rip rap outlet protection is provided at 13+62 LT to dissipate energy from the bridge
storm water to provide a non-erosive sheet flow (approximately 40 feet) for infiltration
and filtration before entering the stream.
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 II rip rap is provided at 13+05 to provide long-term bank
stability to prevent erosion. This will provide a stable steam and the stream will not
degrade in the evolution process.

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