20140936 Ver 1_Application_20140904

Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: 17BP.2.R.55 County Beaufort
Bridge No.119 over Beaverdam Swamp WBS Element Number 17BP.2.R.55
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 21, 2014
Applicant Name: North Carolina Department of Transportation
Applicant Address: P.O. Box 1587
Greenville NC 27835
Primary Contact for Project: Jay B. Johnson
1906TMT N =
252 -439 -2800
Is this an after -the -fact application: Yes X No
River Basin: Tar - Pamlico
Stream Classification: Beaverdam Swamp C; Sw, NSW
Selo
H'tr R. Off 2011
N
���MGc'4T (rry
FRL "I/Q/
2 0 1 4p 9
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 Beaufort County Bridge #060119 on SR 1520
(Terrapin Track Rd.) over Beaverdam Swamp. The existing bridge consists of 2 @ 17- 9 ", reinforced concrete deck
spans on timber joists and is to be replace with a 1 @ 55'- 0 ", 21' Cored Slab Bridge (30' total width) at the same
location. The project also includes 360' of approach roadway improvements and the relocation 2 drives (both on the
east side of the bridge).
In accordance with Tar - Pamlico River Buffer Regulations, the proposed bridge does not contain deck drains. All
stormwater from the bridge (and approaches) will be collected by a storm drainage system and discharged into the
wetland outside the buffer limits in the southeast quadrant at the existing toe of fill at -L- station 13 +52 Rt. The outlet
pipe will be placed at a 0.5% slope to reduce velocity into the wetland (note that Class B rip -rap is proposed at the
outlet and will be claimed as a wetland impact).
Bank stabilization is proposed at side drain outlets and will be claimed as permanent stream impacts.
Signature: —"
Print Name: J B. h son
Title: Division Environmental Officer

Low /Minimal Impact Bridge Project Data Sheet
Completed by: ; t I'Au� ,
Lea -- d rol{lgineer
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Divisio Vtrvronrn ftaf Officer
TIP NO
NIA
WBS Element No.
17BP.2.R.55
County
;z "aufort
Bridge Number
130119
Description
SR 1520 Terrapin Track Rd
Stream
Basin
Classification
SIN
Type
Size
Tar - Pamlico
C; Sw, NSW
29 -10 -2
perenniallinland
15'x3'
Existing Structure
Type
Size
Suff. Rating
2 @ 17' -9"
36'x25'
44.34
Proposed Structure
Type
Size
Bridge
55'x30'
Stream
USACE (LF)
NCDWQ Impacts (I-F )
25'
0
Wetlands
USACE Impacts (AC)
Non 404 Impacts (AC)
CAMA Impacts SF
0.02
0
0
NC DWQ Buffers Impacts (SF)
Zone 1 668 Zone 2 1050 =
1718
Buffer Applicaton Required (YIN)
Y
State Stormwater Permit Required YIN
N
T &E
Habitat
Species Present
Bio Conclusion
No Habitat
NIA
No Effect
Moratorium
Type
Dates
No
NIA
Trout Waters
Native /Hatchery
Trout Species Present
Trout Conditions (YIN)
WRC Reviewer
CAMA AECs
No
Essential Fish Habitat
No
Nay. Opening
No
USCG Permit
No
Historic Properties
No
Archaeological Resources
No
Tribal Lands
No
4 Resources
No
6(f) LWCF] Resources
No
Wild and Scenic River
No
Federal Lands
No
TVA Area
No
FEMA Buyout
No
FEMA Flood Study
Yes
USTs Haz Mats
No
Relocatees
No
Location
LAT
LONG
35.555193
- 76.921828
Project Comments
MOA Required
Completed by: ; t I'Au� ,
Lea -- d rol{lgineer
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Divisio Vtrvronrn ftaf Officer

Project Tracking No. (Internal Use
13 -10 -0018
♦ HISTORIC ARCHICTECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
ter,
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:
County:
Beaufort
WBSNo.:
17BP.2.R.55
Document
Type:
MCC
Fed/ Aid No:
Funding:
State ❑Federal
Federal
Permit(s):
® Yes ❑ No
Permit
Type(s):
NW3
Project Description:
Replace Bridge No 119 on SR 1520 (Terrapin Track Rd) over Beaverdam Swamp.
SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was
undertaken on November 14, 2013. Based on this review there are no NR, DE, LL, SL, or SS in the
project area. There are three parcels with structures in the APE. Two appear to be less than 50 years of
age, while the third is a gable front house dating to the 1920s. This is a common type house for this
county and does not have any distinguishing architectural or landscape features. There are no properties
in the APE which are National Register eligible.
Why 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:
Using HPO GIS website and the Google Streetview website provides reliable information regarding the
structures in the APE. These combined utilities are considered valid for the purposes of determining the
likelihood of historic resources being present.
SUPPORT DOCUMENTATION
NMap(s) ❑Previous Survey Info. NPhotos ❑Correspondence Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
NCDOT
Date
Historic Archilecture and Landscapes NO SUR VAT REQU1REDform for Minor 7ransporialion Projects as Qualified in the 1007 Programmatic Agreemeni.
Page 1 of 4

Historic Architecture mid Landscapes NO SURVEY REQUIRED form for Minor transportation Projects as Qualified in the 1007 Programmatic Agreement.
Page 2 of 4

Historic Architecture and Landscapes AD SURVEY REQUIRED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 3 of 4

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Beaufort 119 BEAUFORT 119
L
-- SR 1520, TERRAPIN TRACK ROAD
BEAVERDAM SWAMP
BUNYAN USGS QUAD MAP
AND SHEET 7 OF THE SOIL SURVEY
'-- OF BEAUFORT COUNTY
FIRM PANEL 6616
MAP NUMBER 3720661600J
PAMLICO 03020104
BEAVERDAM SWAMP C;NSW
TAR- PAMLICO BASIN
WBS ELEMENT NUMBER 17BP.2.R.55
J► JULY 16, 2013
�.- off, t���'`� !` t �:,, �"'"►r _ -a5• `:
BEAUFORT 119
N 663460.7739 \;
�, `� • t I E 2618066.5457 1
N 35-33-19
1 W 76 -55 -19 a
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Me— Muckalee loam, frequently flooded
Map Unit Setting
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
Map Unit Composition
• Muckalee, undrained, and similar soils: 80 percent
Description of Muckalee, Undrained
Setting
• Landform: Flood plains
• Down -slope shape: Concave
• Across -slope shape: Linear
• Parent material: Sandy and loamy alluvium
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Poorly drained
• Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in /hr)
• Depth to water table: About 0 to 12 inches
• Frequency of flooding: Frequent, None
• Frequency of ponding: None
• Available water capacity: Moderate (about 6.5 inches)
Interpretive groups
• Farmland classification: Not prime farmland
• Land capability (nonirrigoted): 5w
• Hydrologic Soil Group: 8/D
Typical profile
• 0 to 24 inches: Loam
• 24 to 80 inches: Sandy loam

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Saaufort 119 BEA UFORT 119
SR 1520, TERRAPIN TRACK ROAD
BEAVERDAM SWAMP
BUNYAN USGS QUAD MAP
AND SHEET 7 OF THE SOIL SURVEY
OF BEAUFORT COUNTY
FIRM PANEL 6616
MAP NUMBER 3720661600)
PAMLICO 03020104
�. BEAVERDAM SWAMP C;NSW
TAR- PAMLICO BASIN
WBS ELEMENT NUMBER 17BP.2.R.55
JULY 16, 2013
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BEAUFORT 119
N 663460.7739
E 2618066.5457
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W 76 -55 -19 }
Al J'►�.�r _. ' - _ ' • N 35.555193
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Project Tracking No.:
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
The project APE contains no NRHP listed historic properties, previously documented archaeological sites, or
cemeteries. Predicated on aerial and on- ground imagery, the APE has been irretrievably altered by road and
residential construction impacts beyond the poorly drained /frequently flooded ground surfaces nearest the bridge
structure. Therefore, no potential for the recovery of significant archaeological artifacts, deposits, or features
exists within the currently defined APE. No further work is recommended for this in- place, state - funded NCDOT
Division 2 bridge replacement project.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
® Photos ❑Correspondence
Other:
a/z �71eFoi
"No ARCHAEOLOGY SURVEY REQUIRED "form jor Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2 of2

Project Tracking No.:
13 -10 -0018
NO ARCHAEOLOGICAL SURVEY REQUIRED FORM 4'1-
a, a; This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
90-0- :a { valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Land
scapes Group.
PROJECT INFORMATION
Project No: Bridge 119
WBS No: 17BP.2.R.55
F.A. No:
Federal Permit Required?
County:
Document:
Beaufort
MCS
Funding: ® State
® Yes ❑ No Permit Type: NWP3
❑ Federal
Project Description: This project proposes to replace Bridge 119, which carries SR1520 (Terrapin Track Rd)
over Beaverdam Swamp in Beaufort County, North Carolina. According to the environmental input request, the
undertaking involves the in place replacement of the structure along the existing alignment, thereby minimizing
potential surface and subsurface disturbances at this location. An off -site detour route (SR1520 to NC32 to
SR1523 to SR1520) is anticipated. The archaeological Area of Potential Effects (APE) is centered upon Bridge
119 and measures 600ft in length (300fi from: each bridge end point) and 150ft in width (75j? from each side of
the SR1520 centerline).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The project area is located in the central portion of Beaufort County, a short distance east of Washington and
north of the Pamlico River. Beaverdam Swamp is a second order stream flowing north to south beneath the Bridge
119 structure. South of SR1520, the stream becomes engulfed in swampy wetlands. The APE is primarily
distinguished by poorly drained and frequently flooded ground surfaces at 25ft - 30ft AMSL. The remaining
portions encompass residential land alteration impacts along the northern side of SR1520 and drained agricultural
lands situated at, and beyond, the - eastern and western APE limits.
First, construction design data and other pertinent project information were examined for determining the
character and extent of potential impacts to the ground surfaces surrounding Bridge 119. Once an APE was
defined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Friday,
October 25, 2013. This background work determined that no previously documented archaeological sites are
located within or adjacent to the archaeological APE. An inspection 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 evidenced an absence of these historic resources within the
project area. In addition, historic maps of Beaufort County were appraised for former structure locations, land use
patterns, or other confirmation of historic occupation in the Bridge 119 vicinity and archaeological /historical
reference materials were inspected as well. In general, the cultural background review established an absence of
NRHP listed properties, archaeological sites, or cemeteries within the APE. Based only on cultural - historical factors,
the APE is considered to have a low potential for the recovery of archaeological artifacts, features, or deposits.
Further, topographic, geologic, and NRCS soil survey maps (Me, La, CrA) were referenced to evaluate pedeological,
geomorphological, hydrological, and other determinants that may have resulted in past occupation at this location.
Aerial photographs (NCDOT Spatial Data Viewer) and the Google Street View map application (when amenable)
were also examined /utilized for additional assessment of disturbances, both natural and human induced, which
compromise the integrity of archaeological sites. Environmental factors do not suggest a heightened
archaeological site potential in the project APE.
"No ARCHAEOLOGYSURVEY REQUIRED "john for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1 of 2

CrB— Craven fine sandy loam, 1 to 4 percent slopes
Map Unit Setting
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
Map Unit Composition
• Craven and similarsoils: 85 percent
• Minor components: 6 percent
Description of Craven
Setting
• Landform: Flats on marine terraces, ridges on marine terraces
• Landform position (two- dimensional): Shoulder, summit
• Landform position (three - dimensional): Crest
• Down -slope shape: Convex
• Across -slope shape: Convex
• Parent material: Clayey marine deposits
Properties and qualities
• Slope: 1 to 4 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Moderately well drained
• Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in /hr)
• Depth to water table: About 24 to 36 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water capacity: Moderate (about 8.2 inches)
Interpretive groups
• Farmland classification: All areas are prime farmland
• Land capability (nonirrigated): 3e
• Hydrologic Soil Group: D
Typical profile
• 0 to 7 inches: Fine sandy loam
• 7 to 9 inches: Fine sandy loam
• 9 to 54 inches: Clay
• 54 to 80 inches: Sandy loam
La —Leaf silt loam
Map Unit Setting
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
Map Unit Composition
• Leaf, drained, and similar soils: 80 percent
• Leaf, undrained, and similar soils: 10 percent
Description of Leaf, Drained
Setting
• Landform: Terraces, flats on broad interstream divides
• Down -slope shape: Linear
• Across -slope shape: Linear
• Parent material. Clayey marine deposits
Properties and qualities
• Slope: 0 to 2 percent

• Depth to restrictive feature: More than 80 inches
• Drainage class: Poorly drained
• Capacity of the most limiting layer to transmit water (Ksat): Very low to moderately low (0.00 to 0.06 in /hr)
• Depth to water table: About 0 to 12 Inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water capacity: Very high (about 12.0 inches)
Interpretive groups
• Farmland classification: Farmland of statewide importance
• Land capability (nonirrigated): 4w
• Hydrologic Soil Group: D
Typical profile
• 0 to 6 inches: Silt loam
• 6 to 67 inches: Clay
• 67 to 80 inches: Clay loam
CrA— Craven fine sandy loam, 0 to 1 percent slopes
Map Unit Setting
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
Map Unit Composition
• Craven and similar soils: 85 percent
Description of Craven
Setting
• Landform: Flats on marine terraces, ridges on marine terraces
• Down -slope shape: Linear
• Across -slope shape: Convex
• Parent material: Clayey marine deposits
Properties and qualities
• Slope: 0 to 1 percent
• Depth to restrictive feature: More than 80 inches
• Drainage class: Moderately well drained
• Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in /hr)
• Depth to water table: About 24 to 36 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water capacity: Moderate (about 8.2 inches)
Interpretive groups
• Farmland classification: All areas are prime farmland
• Land capability (nonirrigoted): 2w
• Hydrologic Soil Group: D
Typical profile
• 0 to 7 inches: Fine sandy loam
a 7 to 9 inches: Fine sandy loam
• 9 to 54 inches: Clay
• 54 to 80 inches: Sandy loam

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Project Tracking Va. (hilernal U30
REQUEST FOR CULTURAL
RESOURCES REVIEW FORM
MEMORANDUM TO: Drew Joyner, Human Environment Section
1598 Mail Service Center, Raleigh, NC 27699 -1598 2 2013 Send Electronic Submittals to: PAtracker @ncdot gQTEnD MI 2
ATTENTION: Matt Wilkerson, Archaeology Supervisor ��!!��!!��
Mary Pope Furr, Historic Architecture & Landsc:TO r
FROM: BILL BRAMEJR E40 DIVISION 2 ENVIRONMENTAL SPECIALIST 013 1
DATE: OCTOBER 8, 2013
DDn1Vjrgr 1N1VnVN4AT1nN
Project No:
Beaufort 119
County:
Beaufort
WBSNo * *:
17BP.2.R.55
Document
Minimum Criteria Sheet
Existing ROW:
60'
Type:
60'
Fed. Aid No:
N/A
Funding:
State El Federal
USGS Quad
Bunyan
Project
November 2014
Name:
Schedule:
Proiect Description:
Reinforced concrete
Structure
Replacement of Bridge 119 over Beaverdam Swamp.
Replaced:
floor /timber joists
Build Date:
**Work cannot begin untiI a charge number is proviueu gnat can uC uu Ices w y --aa i , 1u111uiI
Environment Section.
DESIGN INFORMATION
Project Length:
500' from each end of
Detour
SR1520-NC32-SR1523-
existing bride
Route:
SR1520
Existing ROW:
60'
Proposed
60'
ROW:
Existing X-
N/A
Proposed X-
N/A
section:
section:
Structure to be
Reinforced concrete
Structure
1965
Replaced:
floor /timber joists
Build Date:
Additional Design Information:

Beaufort 119 BEAUFORT 119
- -- SR 1520, TERRAPIN TRACK ROAD
BEAVERDAM SWAMP
BUNYAN USGS QUAD MAP
AND SHEET 7 OF THE SOIL SURVEY
-= OF BEAUFORT COUNTY
i FIRM PANEL 6616
MAP NUMBER 3720661600)
\'\ PAMLICO 03020104
BEAVERDAM SWAMP C;NSW
TAR- PAMLICO BASIN
WBS ELEMENT NUMBER 17BP.2.R.55
j" JULY 16, 2013
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FIRM PANEL 6616
MAP NUMBER 3720661600)
PAMLICO 03020104
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WBS ELEMENT NUMBER 17BP.2.R.55
JULY 16, 2013
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