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Attachment L: Low Impact Bridge Replacement Process ;�P,���c�;�y
Low Impact Bridge Project No.: BD5102Y County Pitt
'Ile
Bridge No.415 over UT Swift Creek WBS Element Number 45348.1.25
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: February 17, 2014
Applicant Name: North Carolina Department of Transportation
Applicant Address: P.O. Box 1587 Q 4 0 1 $ 8
Greenville, NC 27835
Primary Contact for Project: Jay B. Johnson
Phone No.: 252 - 439 -2800
Is this an after - the -fact application: Yes X No
River Basin: Neuse
Stream Classification: UT Swift Creek C;_Sw, 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
Project Description — The project involves the replacement of Pitt County Bridge No. 415, an existing
1 @15' -11 ", 1 @14' -10 ", 1 @15' -10" reinforced concrete deck on timber joists with a 1 @60'21" cored slab
bridge at the same location. The project also includes 305' of approach roadway improvements. In
accordance with Neuse Buffer Regulations, the bridge does not contain deck drains. Therefore all
stormwater from the bridge will be directed into a drainage system via shoulder berm gutters. All runoff
from the roadway not captured by the drainage system will flow across the vegetated roadway shoulders
onto existing ground.
Signature: %'-�
Print Name: IV B. ohnson
Title: Division Environmental Officer

Low /Minimal Impact Bridge Project Data Sheet
TIP NO
BD -6102Y
WBS
45348.1.25
County
Pitt
Bridge Number
7300415
Description
SR 1108
UT of Swift Creek
Basin
Classification
Stream SIN
Type
Size width & depth)
Neuse
C;Sw;NSW
27- 97 -(0.5)
perennial/inland
12'x 1.5'
Type
Existing Structure Size
Suff. Rating
RC Floor On Timber BMD 10
47'x 25.4'
28
Proposed Structure Type
Size p Qftw &h out -out
Bridge
60'x 30'
Stream USACE Impacts (LF)
Non 404 Impacts
0
0
USACE Impacts (AC)
Wetlands Non 404 Impacts (AC)
CAMA Impacts AC
0
0
WA
NC DWQ Buffers Impacts (SF)
Zone 1 =1675 SF, Zone 2 = 1680
SF Total =3355 SF
Buffer Application Required > 40ft /N
Y
NC DWQ StormWater Permit Required YIN
No
Habitat (y /n)
T &E Species Present
Bio Conclusion
No Habitat
N/A
No Effect
Moratorium Type (per WRC)
Dates
No
WA
Native/Hatchery
Trout Waters Trout Species Present
Trout Conditions /N
WRC Reviewer
No
No
No
N/A
CAMA AECs
No
Essential Fish Habitat /n
No
Nay. Opening
No
USCG Permit
No
Historic Properties
No Effect
Archaeological Resources
No Effect
Tribal Lands
No
Resources
No
6 LWC F] 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
35.433222
- 77.425167
FEMA MOA
Project Comments
Completed by:
0 x•/7,1
Lea Engineer, Joate
Divis' E ZentalOcer, Date
NOTE: BE -Ba IM -West Indian Manatee,
TRSM -Tar River Spinymussel
2/17/2014

I ._ t
® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Maria Rogerson, P.E.
Division Bridge Program Manager, NCDOT
FROM: Travis Wilson, Highway Project Coordinator
Habitat Conservation Program
DATE: August 17, 2012
SUBJECT: Division 2 Bridge Replacements
Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance with provisions of the National Environmental Policy Act
(42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661- 667d).
Our standard recommendations for bridge replacement projects of this scope are as
follows:
1. We generally prefer spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The horizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters.
2. Bridge deck drains should not discharge directly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream.
4. If possible, bridge supports (bents) should not be placed in the stream.
5. If temporary access roads or detours are constructed, they should be removed back to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
be planted with a spacing of not more than 10'x10'. If possible, when using temporary
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699 -1721
Telephone: [phone] • Fax: [phone]

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Bridge Memo Page 3 August 17, 2012
reconnected to floodplain benches as appropriate. This may be accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s). Silled barrels should be filled with sediment so as not to cause
noxious or mosquito breeding conditions. Sufficient water depth should be provided
in the base flow barrel(s) during low flows to accommodate fish movement. If
culverts are longer than 40 -50 linear feet, alternating or notched baffles should be
installed in a manner that mimics existing stream pattern. This should enhance
aquatic life passage: 1) by depositing sediments in the barrel, 2) by maintaining
channel depth and flow regimes, and 3) by providing resting places for fish and other
aquatic organisms. In essence, base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity.
2. If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
3. Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and
disrupts aquatic life passage.
4. Riprap should not be placed in the active thalweg channel or placed in the streambed
in a manner that precludes aquatic life passage. Bioengineering boulders or structures
should be professionally designed, sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment, the old structure should be removed
and the approach fills removed from the 100 -year floodplain. Approach fills should be removed
down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species. If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands. If successful, the site may be utilized as mitigation for the subject project or
other projects in the watershed.
Project specific comments:
• Beaufort County Bridge No. 297 over Broad Creek on SR 1520: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
• Beaufort County Bridge No. 316 over Unnamed Canal on SR 1627: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
• Greene County Bridge No. 8 over Sandy Run on SR 1301: We recommend replacing this
bridge with a bridge. Standard recommendations apply.
• Greene County Bridge No. 9 over Sandy Run on SR 1324: We recommend replacing this
bridge with a bridge. Standard recommendations apply.

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Project Tracking No. (Internal Use)
12 -11 -0020
HISTORIC ARCHITECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
BD -5102Y
County:
Pitt
WBS No.:
45348.1.25
Document
Type:
Fed Aid No:
Funding:
X State ❑ Federal
Federal
Permit(s):
X Yes ❑ No
Permit
Ty e (s):
NWP 3
Project Description: Replace Bridge No. 415 on SR 1108 (Littlefield Road) over UT of Swift Creek (off -
site detour planned; no easements or ROW acquisition).
SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW
DESCRIPTION OF REVIEWACTIVITIES, RESULTS, AND CONCLUSIONS: HPOWeb reviewed on 27 November
2012 and yielded no NR, SL, LD, DE, or SS properties in the Area of Potential Effects (APE). The study -
listed Littlefield Historic District (PT 1718) and the surveyed Henry Garris Farm (PT 123) are located
nearby, respectively east and west of the APE. Pitt County current GIS mapping, aerial photography, and
tax information indicated an APE of woodland and cultivated fields with several early - twentieth - century
domestic resources in all quadrants (viewed 10 December 2012). All are unexceptional examples of their
types, and some additionally have lost integrity through deterioration and alteration. Constructed in
1961, Bridge No. 415 is neither included in the NCDOT Historic Bridge Survey, nor representative of any
distinctive engineering or aesthetic type. Google Maps "Street View" confirmed absence of critical historic
structures /landscapes in APE (viewed 10 December 2011).
No architectural survey is required for the project as currently defined.
WHY THE AVAILABLE INFORMATION PROVIDES A REMBLE BASIS FOR REASONABLY PREDICTING THAT
THERE ARE NO UNIDENTIFIED SIGNIFICANT HISTORIC ARCHITECTURAL OR LANDSCAPE RESOURCES IN
THEPROJECTAREA: APE extends 600 feet from each end of the existing bridge (W -E) and 100 feet to
either side of the existing SR 1108 (Littlefield Road) center line (N -S) to encompass proposed
construction. The county architectural survey and related publication include no properties in the APE
(Scott Power, The Historic Architecture of Pitt County, North Carolina, Greenville: Pitt County Historical Society, 1991). County
GIS /tax materials and other visuals support the absence of significant architectural resources. No
National Register - listed properties are located within the APE or along the proposed off -site detour route.
Should any design elements of the project change, please notify NCDOT Historic Architecture
as additional review may be necessary.
SUPPORT DOCUMENTATION
X Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
-- NO SURVEY REQUIRED
/D
NCDOT Architectural Historian
Date
Historic Architecture and Landscapes NO SURYF'Y REQUIRED form fqr Minor Transportation Projects as Qualified in the ?007 Programmatic Agreement.

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Project 7iacking No.:12 -11 -0010
12-11-0020
ooC3 NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the
etc" Historic Architecture and Landscapes Group. Q
PROJECT INFORMATION
Project No: BD -5102Y
WBS No. 45438.1.25
F.A. No: na
Federal Permit Required?
County: Pitt
Domment.• ?
Funding. ® State ❑ Federal
® Yes ❑ No Permit Type: NWP 3
Projectl>escriplYon: NCDOT Division 2 intends to replace Bridge No. 415 on SR 1108, Littlefield Road,
over an unnamed tributary of Swift Creek The project will remove the existing 47 -foot long by 25.4 -foot
wide timber structure and replace it with a concrete cored slab bridge, presumable at the same location and
same alignment. The proposed project will extend 500 feet (slightly over 152 meters) from each end of the
bridge with a 60 -foot (nearly 18.3 - meter) wide ROW. Thus, the proposed APE is estimated at more than 1.4
acres (roughly.58 hectares). During construction, traffic will be maintained on local roads.
SUMMARY OF CULTURAL RESOURCES REVIEW
Bnefdescripomi ofiruewactiuties, trsaks oftruew, awdconcAwons:
A review of the maps and site files archived at the North Carolina Office of State Archaeology was conducted
on December 6, 2012. No previously identified archaeological resources are recorded within the proposed
APE. Archaeological sites recorded in the vicinity appear to be located along primary transportation routes
such as NC 11 or NC 102 (generally historic period archaeological sites). Pre- Columbian archaeological sites
appear to be identified largely along the upper edges of ridge toes overlooking drainages such as Swift Creek-
An examination of the Pitt County Highway Map of 1938 suggests that several residences and larger buildings
may have been located in the general vicinity of the current project area in the fast half of the Twentieth
century. Nevertheless, no further archaeological investigations are required for the bridge replacement as
currently proposed.
,RnefE.V&,vatson o1why the awt,&ble infotmatianpmodes atrlwble basis fortrasonahlyp ed1cm7g,
that their are no vwdeff&fiedh1s1ancpmpe&zes "the APE
As noted above, no previously identified archaeological resources have been recorded within the APE or
even in settings similar to it within several miles. If the proposed 60 -foor ROW is indeed the same as the
existing 60 -foot ROW (as assumed) the footprint for the project is unlikely to impact less disturbed areas
around the bridge. Even so, an examination of the soil map for Pitt County reveals that the predominant soil
types in the APE are either frequently flooded Bibb complex soils or eroded Norfolk sandy loam. The
eastern edge of the APE does extend outside these areas, but is unlikely to contain NRHP- eligible
archaeological resources.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ❑ Previous Survey Info ® Photos ❑Correspondence
® Other. NRCS web soil survey information (http-J/websoilsurveynrcs.usda.gov /app /)
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
NCDOT
/Z - /S' /Z
Date
"No ARCHAEOLOGY SURVEY REQUIRED " form for Minor Transportation Projects as Qualified in the 2007 Progrananatic Agreemeai.
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Soil Map —Pitt County, North Carolina
Map Unit Legend
Bridge No. 415 on SR 1108
Pitt County, North Carolina (NC147)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
Bb
Bibb complex
11.4
59.6%
NrB2
Norfolk sandy loam, 1 to 6 percent
slopes, eroded
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27.7%
WaB
Wagram loamy sand, 0 to 6 percent
slopes
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12.7%
Totals for Area of Interest
19.1
100.0%
Natural Resources Web Soil Survey 1 211 7/201 2
Conservation Service National Cooperative Soil Survey Page 3 of 3

PITT 415
SR 1108 (LITTLEFIELD ROAD)
OVER UT SWIFT CREEK
AYDEN USGS QUAD MAP
i AND SHEET 73 OF THE SOIL SURVEY
OF PITT COUNTY
FIRM PANEL 4661
MAP NUMBER 3720466100)
MIDDLE NEUSE 03020202
Pitt 415 SWIFT CREEK C; Sw, NSW
NEUSE RIVER BASIN
WBS ELEMENT NUMBER 45348.1.25
NOVEMBER 16, 2012
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MAP NUMBER 3720466100J
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WBS ELEMENT NUMBER 45348.1.25
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