20130853 Ver 1_Application_20130812

406
Attachment L: Low Impact Bridge Replacement v Z013
Lowy Impact Bridge Project No.: BD -5102 T County Greene sre,�oUqu
Bridge No.8 over Sandy Run WBS Element Number 45348.1.20 '�KgTFR ti. VC//
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:
August 6, 2013
Applicant Name: North Carolina Department of Transportation
Applicant Address: P.O. Box 1587
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: Sandy Run C; Sw, NSW
201 30853
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 — BD -5102T (Greene BR008) involves the replacement of an existing 1 @ 17' -8 ",
1 @ 16' -10 ", 1 @ 17' -0 ", 1 @ 17' -0 ", 1 @ 17' -4 ", reinforced concrete deck on timber joists over Sandy
Run with a 1 @ 55' -0 ", 1 @ 60' -0" prestressed cored slab bridge at the same location. The project also
includes 329 If (0.07 mi.) of approach roadway improvements. In accordance with Neuse River Buffer
Regulations, the bridge does not contain deck drains. Therefore, all stormwater from the bridge will be
directed into a closed drainage system via shoulder berm gutter to inlets at -L- Sta. 15 +65.00 (LT&RT)
and then discharged into an existing wetland. All runoff from the roadway not captured by this drainage
system will flow across the vegetated roadway shoulders into existing roadside swales or wetlands. This
project does not include any proposed swales or ditches.
Signature: 07,4 cz,
Print Name: J TB
Title: Division 2 Environmental Officer

Love /Minimal Impact Bridge Project Data Sheet
TIP NO
BD -5102T
WSS
45348.1.20
County
Greene
Bridge Number
390008
Description
SR 1301
Sandy Run
Basin
Classification
Stream SIN
Type
Sae width & depth)
Neuse
C;Sw;NSW
27- 86- 26 -5-1
perennial
55'x 8.5'
Type
Existing Structure Size
Sufi. Rating
RC Floor on Timber Joists
86' x 253
39
Proposed Structure Type
Size (lengthxwidth out -out )
Bridge
115'x 30'
Stream USACE Impacts (LF)
Non 404 Impacts (LF)
0
0
USACE Impacts (AC)
Wetlands Non 404 Impacts (AC)
CAMA Impacts AC
0.06
797 SF
N/A
NC DWQ Buffers Impacts SF
1192 SF Zone 1 87 SF = 1279
Buffer Application Required > 40ft IN
Y
NC DWQ StormWater Permit Required /N
No
Habitat (y /n)
T&E Species Present
Bio Conclusion
N
N/A
N/A
Moratorium Type (per WRC)
Dates
No
N/A
Native/Hatchery
Trout Waters Trout Species Present
Trout Conditions /N
WRC Reviewer
No
No
No
N/A
GAMA AECs
No
Essential Fish Habitat /n
No
Nay. Opening
No
USCG Permit
No
Historic Properties
No
Archaeological Resources
No
Tribal Lands
No
4 Resources
No
6 WC Resources
No
Wild and Scenic River
No
Forest Service Lands
No
TVA Area
No
FEMA Buyout
No
FEMA Flood Study
Limited
USTs Haz Mats
No
Relocatees
No
Location LAT
LONG
35.531722
- 77.653333
Project Comments
FEMA -MOA
Completed
8/8/2013

® 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]

Bridge Memo Page 2 August 17, 2012
structures the area should be cleared but not grubbed. Clearing the area with chain
saws, mowers, bush -hogs, or other mechanized equipment and leaving the stumps and
root mat intact, allows the area to revegetate naturally and minimizes disturbed soil.
6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army
Corps of Engineers nationwide and general `404' permits. We have the option of
requesting additional measures to protect trout and trout habitat and we can
recommend that the project require an individual `404' permit.
8. In streams that contain threatened or endangered species, NCDOT biologist Mr.
Logan Williams should be notified. Special measures to protect these sensitive species
may be required. NCDOT should also contact the U.S. Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project.
9. In streams that are used by anadromous fish, the NCDOT official policy entitled
"Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should
be followed.
10. Sedimentation and erosion control measures sufficient to protect aquatic resources
must be implemented prior to any ground disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
11. Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long -term erosion control.
12. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, cofferdams, or other diversion structures should be used where
possible to prevent excavation in flowing water.
13. Heavy equipment should be operated from the bank rather than in stream channels in
order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into streams.
14. Only clean, sediment -free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed.
15. During subsurface investigations, equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials.
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used:
1. The culvert must be designed to allow for aquatic life and fish passage. Generally, the
culvert or pipe invert should be buried at least 1 foot below the natural streambed
(measured from the natural thalweg depth). If multiple barrels are required, barrels
other than the base flow barrel(s) should be placed on or near stream bankfull or
floodplain bench elevation (similar to Lyonsfield design). These should be

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.

Bridge Memo Page 4 August 17, 2012
• Greene County Bridge No. 93 over Beaman Run on SR 1240: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
• Pitt County Bridge No. 142 over Cross Swamp on SR 1777: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
• Pitt County Bridge No. 69 over Cross Swamp on SR 1139: We recommend replacing this
bridge with a bridge. Standard recommendations apply.
• Pitt County Bridge No. 43 lover Cross Swamp on SR 1591: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
• Pitt County Bridge No. 415 over Cross Swamp on SR 1108: We recommend replacing this
bridge with a bridge. Standard recommendations apply.
• Pitt County Bridge No. 20 over Cross Swamp on SR 1941: We recommend replacing this
bridge with a bridge. Standard recommendations apply.
• Lenoir County Bridge No. 142 over Bearwell Branch on SR 1922: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, please contact me at (919) 528 -9886. Thank you for the opportunity to review and
comment on this project.

P-jed 7'r -*iag No. (lnt —I Use)
12 -11 -0021
r
f HISTORIC ARCHICTECTURE AND LANDSCAPES
T 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 -5102S
County:
Greene
WBS No.:
45348.1.20 •
Document
Type--,
Fed. Aid No:
Funding:
State Federal
Federal Permits
10 Yes El No
Pernrit(s)
N WP 3
Type:
Project Description:
Replace Bridge No. 8 (existing is 86 feet long by 25.3 feet wide timber bridge) over Sandy Run on SR
1301 (Friendship Church Rd) with a proposed concrete cored slab bridge. The area of potential effects
will be 500 feet from each end of the existing bridge and 75 feet in each direction from the centerline of
the roadway. There will be an off -site detour.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description ofreview activities, results, and conclusions:
Review of HPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes was
conducted on 1 1/20/12. Based on this review, there are no existing NR, Sl., 1.13, DE, or SS properties in
the Area of Potential Effects (APE). The CRS also reviewed Greene County GIS and tax records which
revealed one property within the APE over the age of fifty years old. According to the photo included
with the Greene County property tax card, this property is a ca. 1940 one -story frame house with rear ell,
attached shed porch and six - over -six sash windows. This property does not possess enough architectural
significance to merit a survey for individual eligibility to the National Register of Historic Places
(NRHP). Built in 1966, No. 8 is not eligible for the National Register of Historic Places (NRHP) due to
insufficient age. Thus, a survey is not required for this project.
W/ry the available information provides a reliable basis for reasonably predicting that there
are no unidentified significant historic architectural or landscape resources in the project
area:
HPO quad maps, HPOweb GIS mapping, Google maps and Greene County property records are
considered valid tools for the purposes of determining the likelihood of historic resources being present.
A survey is not required for this project.
JAv10 u• Rn*trvMre and DmWarfmwi Prrjn rs as Q=d&d ur Jhe 20071'r0gMWM'"ir. AgM Wenr.
Page I of 2

SUPPORT DOCUMENTATION
®Map(s) ❑Previous Survey Info. (]Photos []Correspondence QDesign Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
Historian
n 26 Iz
Date
Hatortc Arthrtectum awl LmuLuetpex hl)dY %Kl7i }'HL•'Qi71Rl:Ufornr jarA(nror hrumpanatroa !'ejects in ()wbfxd br the 200; Pn,Krammrutc Agreetnent
Page 2 of 2

Project Track rng No
12•- 11-0021
NO NATIONAL REGISTER OF HISTORIC PLACES
o�. ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES 6
i •. a t,gcYiQ 3 U a �
PRESENT OR AFFECTED FORM r - �
This forni only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not1`
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No: BD -5102T County: Greene
WBSNo: 45348.1.20 Document: MCS
F.A. No: Fwzding: ® State ❑ Federal
Federal Permit Required? ® Yes ❑ No Permit Type: Nationwide 3
Project Description: Replace Bridge No. 8 over Sandy Run on SR1301 (Friendship Church Road) in
Greene County, North Carolina. It is anticipated that the proposed construction effort will utili2e an
off -site detour (SR1301 to SR1325 to SR1324 to SR1301) during construction activities thereby
minimizing the effects to the surrounding land surfaces. The archaeological Area of Potential Effects
(APE) for the project is centered upon Bridge 8 and measures 500ft in length (250ft from each bridge
end- point) by 1008 in width (50ft laterally from each side of the SR1301 center - line).
SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (7VCD07) Archaeology Group reviewed
the subject project and determined:
® There are no National Register listed ARCHAEOLOGICAL SITES within the project's
area of potential effects.
No subsurface archaeological investigations are required for this project.
❑ Subsurface investigations did not reveal the presence of any archaeological resources.
❑ Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
❑ All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121 -12(a) has been completed for this project.
® There is no National Register Eligible or Listed ARCHAEOLOGICAL SITES present or
affected by this project. (Attach any notes or documents as needed
NONATIONAL RF.GISTFR F.UGI&l.F. OR UMD ARCNAF.OLOGICa SITES PRESEVTOR AFFECTED
formforA!mor 7ransponw+on Projera, asOuolrfod in the 2W17 Programmarie Agreemrem.
1 of 3

Pigecl Tracking No.:
12 -11 -0021
Brief description of review activities, results of review, and conclusions:
A map review and site file search conducted at the Office of State Archaeology (OSA) on Monday, November
26, 2012 served to gauge the cultural resource potential of the project area based on factors associated with
local archaeological and historical site profiles. This enterprise determined that no previously documented
archaeological sites were situated within the project's APE or adjacent Several historic- prehistoric site
locations were documented nearby to the northwest and southeast along Sandy Run. Many of these
archaeological sites are characterized by environments similar to or identical of the current project study
area. Based on the distribution of these local sites, a moderate to high potential exists for the recordation of
analogous resources in the APE.
Examination of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD),
Determined Eligible (DE). and Surveyed Site (SS) properties employing resources available on the NCSHPO
website concluded that none of the above or any other historic properties were located within the bounds of
or directly proximal to the APE. Innumerable surveyed site properties have been documented throughout
this portion of Greene County, illustrating a broad and enduring settlement of these lands in the vicinity of the
project area. Historic maps illustrate land usage (agricultural) within and adjacent to the APE and house
locations in the direct vicinity of the project area over a long period of time. The 1910 Rural Delivery Routes,
Greene County, North Carolina map displays the names Rasberry and Albritton in the southeastern project
quadrant- In general, this work demonstrated a sustained historical presence in this portion of Greene
County, but an absence of significant historic properties or prevailing unassessed archaeological sites within
the project APE.
Further, topographic, historic, and NRCS soil survey maps (BB), and historical /archaeological reference
materials were inspected to appraise environmental, cultural, and other determinants that may have resulted
in past occupation within the project limits. Aerial photographs were examined for assessment of
hydrological, agricultural, modern, and other erosive disturbances and construction design data was
reviewed for the determination of potential impacts to the APE ground surfaces. Due to a heightened
prehistoric site potential, long -term historic occupational presence and federal permitting interaction, the
cultural resource specialist recommends an archaeological survey of the APE prior to construction activities.
An on- ground investigation of the project study area and APE was conducted on Tuesday, December 18,
2012. First, a walk -over of all APE ground surfaces was completed. This served to identify any above - ground
archaeological or historical remains, and to determine the location and extent of subsurface investigation
necessary for project compliance. The entire APE, including the federal permit area, was distinguished by
wetland vegetation and typified by Bibb loam, a frequently flooded and poorly drained soil type. During the
reconnaissance of the southeastern quadrant, a previously unrecorded, fenced cemetery plot was located
along the upland /terrace edge, roughly 150ft from the SR1301 center -line.
One large, relatively modern, granite gravestone marks the location of five members of the Rasberry family:
Stephen, Martha, Katherine, Jonas, and Edwin. It is assumed that the five individuals are resting within the
bounds of this fenced cemetery area, though in unmarked graves. It is unclear if the original gravestones were
removed or stolen and it is also unclear if the fenced boundary adequately covers all perspective subsurface
burial locations. The possibility certainly exists that additional unmarked graves are located beyond the
fenced section. Immediately to the southeast of the cemetery site is an agricultural field which allowed about
10 -15% surface visibility in patchy areas. Since environmental and cultural factors pointed to a high potential
for prehistoric resources, a cursory surface investigation was conducted. A single coarse quartz tempered
prehistoric ceramic sherd was recovered. Because this area was well outward of any potential construction
impacts for the replacement of Bridge No. 8, no subsurface shovel testing was conducted nor was any
additional exhaustive surface collecting. It is of the opinion of the cultural resource specialist however, that
the prehistoric component of the site likely extends to the south and east of the initial artifact recovery (5m
south of the cemetery). This cultural resource was recorded as site 31GRZ10's containing an unidentified
Woodland /ceramic component and a historic cemetery component A NC archaeological site form was
completed and submitted to the Office of State Archaeology and the Rasberry Cemetery Plot was documented
for the North Carolina Cemetery Survey.
",VOA I,47 SITESPRESENTORAFFFC7ED
jorra,ior!tu+or Trm+sporra+. ".., An ;trclr m �3uairf'ied :+v thr. 11:D? PruxrunmW.':.{igreenem.
2 or3

Projecr- Tracking No.:
Since the APE and federal permit area encompass a wetland area containing no historic or prehistoric site
potential, and because the construction impacts are unlikely to affect the areas outward of the existing ditch -
lines, no further archaeological survey or input is recommended. The Rasberry Family Cemetery Plot
(31GR210 * *), clearly visible from SR1301, located in the southeastern project quadrant but beyond the
currently defined APE limits, should be avoided during any and all construction activities. A finding of "no
historic properties affected" is considered appropriate for the state - funded BD -5102T project
SUPPORT DOCUMENTATION
See attached: L�Map(s)
Other:
Signed:
[Previous Survey Info ❑ Photos ❑Correspondence
ARCHAEOLOGIST
121A
Date
" AU NA770NAL REG/STER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRE NT OR AFFECTED
far for Alk,or Transporrm ion Projens as Qvali% —i ix da 2007 Programmatic Agrermenu
3 of 3

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3936

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Project Tracking xo. (fnterwl LTse)
REQUEST FOR CULTURAL
RESOURCES REVIEW FORM
MEMORANDUM TO: Drew Joyner, Human Environment Unit
1598 Mail Service Center, Raleigh, NC 27699 -1598
ATTENTION: Matt Wilkerson, Archaeology Supervisor ��
ENTERED
Mary Pope Furr, Historic Architecture Supervisor
��Of
FROM: First Last Bill Brame It �, ; r��f "
Title Division Environmental Specialist 1 jj
SUBJECT: Request for Cultural Resources Review NOV 1 3 2012
1
DATE: November 13, 2012
PROJECT INFORMATION
Project No: BD- 5102$7' County: Greene
WBS No: 45348.1.20 Document-
F.A. No: Funding: ® State ❑ Federal
USGS Quad. Walstonburg
Project Description:
Greene 8, Replace existing 86' long by 25.3' wide timber bridge with a proposed concrete cored stab
bridge; SR 1301 Friendship Church Road over Sandy Run.
Purpose & Need:
The purpose of this project is to replace the existing bridge built in 1966 with a proposed concrete cored
slab bridge
SCHEDULING AND CONTACT INFORMATION
Date Needed: December 2012
Engineer: Maria Rogerson Tel [phone] Email maro eg rson(d nedot.gov
DESIGN INFORMATION
Project Length: 500 feet from each end of the existing bridge
Exist. RIW.- 60'
Proposed RIW.- 60'
Exist. Speed Limit: 55 Proposed Speed Limit. 55
Exist. X- Section: N/A
Detour Route: SR 1301 to SR 1325 to SR 1324 to SR 1301
Structure T Reinforced Concrete Floor on Year Built: 1966
Type: Timber Joists
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NCDOT Project BD- 5102T; Bridge No. 8; SR1301(Friendship Church Rd)
County: Greene 51 W�' a�
UTMs: 18 N3934967 E259420 Topo Map: Walstonburg
Prehistoric /Historic cemetery
Historic family cemetery marker (relatively modern) denoting the location of multiple burials
associated with the Rasberry Family: Stephen, Martha, Katherine, Jonas, Edwin. The area is fenced,
and presumably, the unmarked grave locations are located within this area.
Immediately to the south of the cemetery location is an agricultural field which allowed about 15%
ground visibility. One unidentifiable prehistoric ceramic sherd was collected (5m south of fenced
area). No shovel testing (well beyond APE impact area) was conducted but I feel the prehistoric
component of the site extends to the south and east. Although one artifact collected, it is probably
not an isolate based on the topography and other factors.

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