20140848 Ver 1_Application_20140808

4001-
Attachment L: Low Impact Bridge Replacement Proces0113_1_"•q_4H
Low Impact Bridge Project No.: 17BP.2.R.54 County Beaufort
Bridge No.150 over Fork Swamp WBS Element Number 17BP.2.R.54
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: July 29, 2014
Applicant Name: North Carolina Department of Transportation
Applicant Address: P.O. Box 1587
Greenville NC 27835 ", 0 1 4 0 8 4 6
E:
Primary Contact for Project: Jay B. Johnson
Phone No.:
252 - 439 -2800
Is this an after - the -fact application: Yes X No
River Basin: Tar - Pamlico
Stream Classification:. Fork Swamp 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 — This project involves the replacement of Beaufort County Bridge 150 on SR
1530 Baseline Road. The existing 35' long by 25' wide concrete deck on timber joists will be replaced
with a 55' long by 33' wide cored slab bridge at the same location. No deck drains are proposed, all
stormwater will be directed via shoulder berm gutter into a 2G1 which discharges into an existing roadside
ditch 12' outside of buffer zone 2. All runoff from the roadway that is not captured by the drainage system
is treated by the vegetated road shoulders and ditches before entering the stream. An effort to meet
grass swale requirements was made for all proposed ditches, however due to site specific limitations and
large amounts of offsite drainage grass swale treatment lengths for the offsite drainage areas were not
met.
Signature:
Print Name: J B
Title: Division Environmental Officer

Low /Minimal Impact Bridge Project Data Sheet
Completed by:
Le Engineer
(.._._
Divisio n ro entalOfficer
J
TIP NO
1713P.2.R.54
WBS Element No.
1713P.2.R.54
County
Beaufort
Bridge Number
60150
Description
SR 1530 Baseline Rd
Basin
Tar - Pamlico
Classification
C,Sw,NSW
Stream
SIN
29- 34- 35 -1 -1 -1
Type
perennial /inland
Size
10'x3'
Type
2 @ 17' -8"
Existing Structure
Size
35'x35'
Suff. Rating
28.22
Proposed Structure
Type
Bridge
Size
55'x33'
Stream
USACE (LF)
0
NCDWQ Impacts (LF)
0
USACE Impacts (AC)
0
Wetlands
Non 404 Impacts (AC)
0
CAMA Impacts SF
0
NC DWQ Buffers Impacts (SF)
Zone 1 2795 Zone 2 2000
= 4795
Buffer Applicaton Required (YIN)
Y
State Stormwater Permit Required (YIN)
N
Habitat
No Habitat
T &E
Species Present
N/A
Bio Conclusion
No Effect
Moratorium
Type
No
Dates
N/A
Native /Hatchery
No
Trout Waters
Trout Species Present
No
Trout Conditions (YIN)
No
WRC Reviewer
N/A
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 LWCF Resources
No
Wild and Scenic River
No
Federal Lands
No
TVA Area
No
FEMA Buyout
No
FEMA Flood Study
No
USTs Haz Mats
No
Relocatees
No
Location
LAT
35.602806
LONG
- 76.859745
Project Comments
Completed by:
Le Engineer
(.._._
Divisio n ro entalOfficer
J

Beaufort 150 BEAUFORT 150
SR 1530, BASELINE ROAD
FORK SWAMP
i PINETOWN USGS QUAD MAP
AND SHEET 8 OF THE SOIL SURVEY
= OF BEAUFORT COUNTY
i FIRM PANEL 6638
MAP NUMBER 3720663800)
PAMLICO 03020104
FORK SWAMP C; NSW
TAR- PAMLICO BASIN
WBS ELEMENT NUMBER 17BP.2.R.54
i JULY 15, 2013
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Beaufort 150 BEAUFORT 150
- -- SR 1530, BASELINE ROAD
FORK SWAMP
PINETOWN USGS QUAD MAP
AND SHEET 8 OF THE SOIL SURVEY
OF BEAUFORT COUNTY
i FIRM PANEL 6638
� MAP NUMBER 3720663800)
PAMLICO 03020104
FORK SWAMP C; NSW
TAR- PAMLICO BASIN
r -� WBS ELEMENT NUMBER 17BP.2.R.54
i JULY 15, 2013
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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 29, 2013
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]

r
Bridge Memo Page 2 August 29, 2013
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 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:
The culvert must be designed to allow for aquatic life and fish passage. Generally, the
culvert or pipe invert should be buried at least I 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 29, 2013
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:
• Pitt County, replace bridge No. 208 on SR 1907 over Ditch: We recommend replacing
this bridge with a bridge. Standard recommendations apply.
• Pitt County, replace bridge No. 119 on SR 1538 over Hunting Run: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
• Craven County, replace bridge No. 124 on SR 1433 over Mills Branch: We recommend
replacing this bridge with a bridge. Standard recommendations apply.
• Beaufort County, replace bridge No. 150 on SR 1530 over Fork Swamp: We recommend
replacing this bridge with a bridge. Standard recommendations apply.

t � 1
Bridge Memo Page 4 August 29, 2013
Beaufort County, replace bridge No. 105 on SR 1326 over Broad Creek: Anadromous
species are found in this portion of Broad Creek. NCDOT should follow all stream
crossing guidelines for anadromous fish passage, including an in -water work moratorium
from February 15 to June 30. We recommend replacing this bridge with a bridge.
Standard recommendations apply.
• Beaufort County, replace bridge No. 249 on SR 1336 over Duck Creek: Duck Creek is
designated as a Primary Nursery Area. NCDOT should follow all stream crossing
guidelines for anadromous fish passage, including an in -water work moratorium from
February 15 to September 30. We recommend replacing this bridge with a bridge.
Standard recommendations apply.
• Beaufort County, replace bridge No. 119 on SR 1520 over Beaverdam Swamp: 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) 707 -0370. Thank you for the opportunity to review and
comment on this project.

Project Tracking No.:
13 -10 -0016
NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
Q•' 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 'p+
Historic Architecture and Landscapes Group.TJ;:4�
PROJECT INFORMATION
Project No: Bridge 150
WBS No: 17BP.2.R.54
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 150, which carries SR1530 (Baseline Rd) over
Fork 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 (SR1530 to SR1529 to SR1530) is
anticipated. The archaeological Area of Potential Effects (APE) is centered upon Bridge 150 and measures 600ft
in length (300ft from each bridge endpoint) and 150ft in width (75ft from each side of the SR1530 center - line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
The project area is located in the north - central portion of Beaufort County within the small Pinetown community,
immediately east of the J & W Dismal Swamp and west of NC32. Fork Swamp constitutes a second order stream
flowing west to east beneath the bridge structure. The general project location is characterized by low elevation,
poorly drained ground surfaces at 25ft - 30ft AMSL and by impacts associated with the construction of SR1530, and
its associated t- junction with SR1528. Other residential and modern landscape disturbance elements dominate the
higher elevation areas beyond the northern and southern APE boundaries.
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 150. 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 one previously documented archaeological site
(31BF275) is situated a few hundred feet east of the SR1530/SR1528 road junction. The NC Archaeological Site
form contained scant information pertaining to the resource. Recorded in 1968 by UNC -RLA, the site was in
agricultural at the time of survey and erosion was evident. No cultural affiliations or artifacts are listed on the site
form. However, monitoring and test excavations were recommended to determine NRHP eligibility. While no site
size is listed, the OSA map demonstrates a rather sizeable dimension. The presence of this prehistoric resource in
close proximity to the Bridge No. 150 locale clearly demonstrates that this entire general area of higher elevation,
well- drained upland flats fronting Fork Swamp was occupied /inhabited /visited throughout various episodes of
antiquity. It is highly unlikely that 31BF275 extends a few hundred feet to the west and into the APE. This is
predicated on the professionalism of UNC -RLA archaeologists who defined the original boundaries of the site. Had
any other cultural resources, historic or prehistoric, been present in the immediate vicinity of 31BF275 or the
bridge location, the 1968 survey /investigation would have likely captured those locations as well.
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 150 vicinity and archaeological /historical reference materials were inspected as well. In
"•No ARCHAEOLOGYSURPEY REQUIRED "Joni j r Minor Transportation Nojects as Qualified in the 1007 Programmatic Agreemew.
I of 2

Project Tracking No.:
general, the cultural background review established an absence of NRHP listed properties, archaeological sites, or
cemeteries within the APE. Based solely on cultural - historical factors, the APE is considered to have a moderate
potential for the recovery of prehistoric artifacts, features, or deposits based on the adjacent location of site
31BF275.
Further, topographic, geologic, environmental, and NRCS soil survey maps (Me, La) were referenced to evaluate
pedeological, geomorphological, hydrological, and other environmental 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 localized disturbances,
both natural and human induced, which compromise the integrity of archaeological sites. Although ecological
factors do suggest a heightened archaeological site potential in the southern project quadrants, numerous modern
disturbances would have destroyed and invalidated any near - surface archaeological remains within the APE.
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. The majority of the APE and project area is distinguished by frequenly flooded and poorly drained
Muckalee loam soils. The existing SR1530 right -of -way through the APE is uptrended through the utilization of fill
materials. Ground surfaces beyond the ROW are marginal and unfit for human settlement and occupation. Since
this in -place bridge replacement proposes no alteration of the surrounding land surfaces, intact, significant
archaeological resources are very unlikely to be affected. No further work is recommended for this state - funded
NCDOT Division 2 bridge replacement project.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ® Photos ❑Correspondence
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
�•YcX4.lLi
"No ARCHAEOLOGY SURVEY REQUIRED "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2 of 2

Beaufort 150 BEAUFORT 150
` - - SR 1530, BASELINE ROAD
FORK SWAMP
PINETOWN USGS QUAD MAP
AND SHEET 8 OF THE SOIL SURVEY
'-` OF BEAUFORT COUNTY
FIRM PANEL 6638
MAP NUMBER 3720663800)
PAMLICO 03020104
FORK SWAMP C; NSW
TAR- PAMLICO BASIN
WBS ELEMENT NUMBER 17BP.2.R.54
JULY 15, 2013
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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
• Londform: 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 (nonirrigated): 5w

• Hydrologic Soil Group: B/D
Typical profile
• 0 to 14 inches: Loam
• 24 to 80 inches: Sandy loam
La —Leaf slit 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
Ra —Rains fine sandy 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
• Rains, drained, and similar soils: 80 percent
• Rains, undrained, and similar soils: 10 percent
Description of Rains, Drained
Setting
• Landform: Flats on marine terraces, carolina bays on marine terraces, broad interstream divides on marine terraces
• Landform position (two-dimensional): Summit
• Down -slope shape: Linear
• Across -slope shape: Linear

• Parent material: Loamy 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): Moderately high to high (0.20 to 1.98 in /hr)
• Depth to water table: About 0 to 12 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water capacity: High (about 9.4 inches)
Interpretive groups
• Farmland classification: Prime farmland if drained
• Land capability (nonirrigated): 3w
• Hydrologic Soil Group: B/D
Typical profile
• 0 to 7 inches: Fine sandy loam
• 7 to 12 inches: Fine sandy loam
• 11 to 20 inches: Sandy loam
• 20 to 62 inches: Sandy clay loam
• 61 to 85 inches: Sandy clay loam

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STATE SITE #: RF77S
NORTH CAROLINA ARCHAEOLOGICAL SITE FORM
OFFICE OF STATE ARCHAEOLOGY
SITE NAME(S): WILLIAMS SITE OTHER SITE NUMBER: RLABF96
INSTITUTION ASSIGNING: (Office of State ArchaeolQuy - -DCR PROJECT SITE NUMBER:
SITE COMPONENT: Prehistoric SITE REMAINS: Not Recorded
SITE LOCATION INFORMATION
COUNTY BEAUFORT QUAD MAP PINEfOWN 1950 (74PR)
COORDINATE SYSTEM'
MAP UNITS
MAP ZONE 18
MAP EASTING 332170
MAP DATUM
MAP NORTHING 3941090
1 RECORDED W /GPS7:
GPS DATA POST - PROCESSED ?: Unknown
DATE RECORDED: 3/13/1
NRCS SOIL TYPE CODE: I e
RECORDED BY:
SOIL SERIES NAME
RESULT OF COMPLIANCE PROJECT: No
CODING DATE: 1/3/1996
PROJECT NAME: _
CODED BY:
ARTIFACT INVENTORY ATTACHED ?:
RECOMMENDATION
Monitoring
Test Excavations
Major Pot Holes Cultivation
EP?si_cm
--- tlghtEraslon - -
. .. =IGATIONS
COLLECTION MADE: Unknown
AREA COVERED IN CONTROLLED COLLECTION (SQ.M.):
SUBSURFACE TEST MADE: No
— NATIVE AMERICAN SITE INFORMATION
CULTURAL AFFILIATIONS: _
— J ithi (Unknown Camrttnettl
MIDDEN:
LAST DATE RECORD SAVED 217 /2001 Page 1 of 3
ENVIRONMENTAL INFORMATION
TOPOGRAPHIC SITUATION: i st Terrace
ELEVATION (FEET): 75
SLOPE PERCENT LOW( %): 0
SLOPE PERCENT HIGH ( %): 0
SLOPE FACE DIRECTION: No Slope
SOIL COMPOSITION: I nam
MODERN VEGETATION: Row Cron/Cultivated
NRCS SOIL TYPE CODE: I e
SOIL SERIES NAME
DISTANCE TO WATER (METERS): 100
NEAREST PERM WATER TYPE: Swamp
DRAINAGE BASIN: Tar -Parnh
n SITE SIZE:
GROUND VISIBILITY LOW ( %): 0
GROUND VISIBILITY HIGH ( %): 0
PERCENT DESTROYED 6
DESTRUCTION DATE
SITE CONDITION:
DESTRUCTION CAUSES
Major Pot Holes Cultivation
EP?si_cm
--- tlghtEraslon - -
. .. =IGATIONS
COLLECTION MADE: Unknown
AREA COVERED IN CONTROLLED COLLECTION (SQ.M.):
SUBSURFACE TEST MADE: No
— NATIVE AMERICAN SITE INFORMATION
CULTURAL AFFILIATIONS: _
— J ithi (Unknown Camrttnettl
MIDDEN:
LAST DATE RECORD SAVED 217 /2001 Page 1 of 3

STATE SITE #: RF971;
NORTH CAROLINA ARCHAEOLOGICAL SITE FORM
OFFICE OF STATE ARCHAEOLOGY
NATIVE AMERICAN CERAMICS
HISTORIC SITE INFORMATION
PERIOD OF OCCUPATION BEGIN PERIOD OF OCCUPATION END
REFINED DATE FROM REFINED DATE TO
DATEABLE CERAMICS: Unknown
OFFICE OF STATE ARCHAEOLOGY USE ONLY
DATE ON NRHP: REGISTER STATUS: Unassessed
TYPE OF FORM: Archaeological Site Form VI RECORDER STATUS: N A - Member or Professional
FORM RELIABILITY: Incomplete- InternalN LOCATIONAL RELIABILITY: Accurate
FORM DATA CHECKED BY: FORM DATE:
COMMENTS
RESEARCH UNKNOWN
POTENTIAL:
EXPLANATION CULTIVATION AND EROSION
OF IMPACTS:
EXPLANATION OF SITE VISIT AND TESTING NECESSARY TO DETERMINE NATIONAL REGISTER ELIGIBILITY.
RECOMMENDATIONS
EXCAVATION
RESULTS:
SUBSURFACE TESTING
RESULTS:
FEATURE NONE NOTED
DESCRIPTION:
OWNER /TENANT
INFORMATION:
DIRECTIONS TO SITE:
COMMENTS: NO CULTURAL AFFILIATION OR ARTIFACTS LISTED.
HISTORIC CERAMIC
TYPES:
HISTORIC SITE
DESCRIPTION:
OTHER IMPORTANT
ARTIFACT TYPES:
LAST DATE RECORD SAVED 2/7/2001
Page 2 of 3

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Projec! Tracking No. (Internal Use)
REQUEST FOR CULTURAL �,3 %O_'Dd
RESOURCES REVIEW FORM
MEMORANDUM TO: Drew Joyner, Human Environment Section
1598 Mail Service Center, Raleigh, NC 27699 -1598
Send Electronic Submittals to: PAtracker(q-_)nedot.gov
ATTENTION: Matt Wilkerson, Archaeology Supervisor ENTERED 00 2 7MB
Mary Pope Furr, Historic Architecture & Landscapq jean
FROM: BILL BRAME JR
4
DIVISION 2 ENVIRONMENTAL SPECIALIST
OCT 0 l 2013 '
DATE: OCTOBER 7, 2013 1
PRO.IF,CT INFORMATION ' "'� " ...�•■
Project No:
Beaufort 150
County:
Beaufort
WBS No
17BP.2.R.54
Document
Minimum Criteria Sheet
Existing ROW:
60'
Type:
60'
Fed Aid No:
N/A
Funding:
® State ❑ Federal
USGS Quad
Pinetown
Project
October, 2014
Name:
Schedule:
Project Description:
Reinforced concrete floor
Structure
Replacement of bridge 150 over Fork Swamp.
Replaced:
on timber joists
S/e- / s-so
Additional Design Information:
* Work cannot begin until a charge number is proviaea tnat can De Dinea to Dy start in une rtuman
Environment Section.
DESIGN INFORMATION
Project Length:
500' from each end of
Detour
SRI 530 to SRI 529 to SRI 530
bridge
Route:
Existing ROW:
60'
Proposed
60'
ROW:
Existing X-
N/A
Proposed X-
N/A
section:
section:
Structure to be
Reinforced concrete floor
Structure
1957
Replaced:
on timber joists
Build Date:
Additional Design Information:

Project Tracking No. (Inteywal Use
13 -10 -0016
nq 1 HISTORIC ARCHICTECTURE 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:
County:
Beaufort
WBS No.:
17BP.2.R.54
Document
Type:
MCC
Fed. Aid No:
Funding:
® State Federal
Federal
Permit(s):
® Yes No
Permit
T e (s):
NW3
Project Description:
Replace Bridge No 150 on SR 1530 (Main St) over Fork 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. All appear to be less than 50 years of
age, though Google Streetview shows just two of the properties, 133 Main St is a late 1970s ranch house,
and the Pinetown Ruritan Club appears to be a modified manufactured home. The third property is the
Pinetown Volunteer Fire Department. There are no properties in the APE which are National Register
eligible.
Why the available information provides a reliable basis for reasonably predictin-C 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
®Map(s) ❑Previous Survey Info. ®Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
NCDOT Architectural Hi
Date
Hisloric Architecture and Landscapes NO SURVET RIF&HREDjonn for Minor Transportation Projects as Qualified in the 1007 Programmatic Agreement.
Page 1 of 3

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Pinetown Ruritan Club
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Historic Architecture and landwopes NO SURVEY REQUIRED form for Minor Transportation Projects as Qudifted in the 2007 Programmatic Agreement.
Page 3 of 3

J -
Beaufort 150 BEAUFORT 150
SR 1530, BASELINE ROAD
FORK SWAMP
PINETOWN USGS QUAD MAP
AND SHEET 8 OF THE SOIL SURVEY
OF BEAUFORT COUNTY
FIRM PANEL 6638
MAP NUMBER 3720663800)
PAMLICO 03020104
c
FORK SWAMP C; NSW
TAR- PAMLICO BASIN
WBS ELEMENT NUMBER 17BP.2.R.54
JULY 15, 2013
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