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Page 1 of 11
PCN Form —Version 1 3 December 10 2008 Version
Pre - Construction Nohficahon Form
A Applicant Information
1
Processing
1 a
Type(s) of approval sought from the
Corps
®Section 404 Permit El Section 10 Permit
1 b Specify Nationwide Permit (NWP) number or General Permit (GP) number RGP 31
1 c
Has the NWP or GP number been venfied by the Corps?
❑ Yes
® No
1d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express ® Riparian Buffer Authorization
le
Is this nobficabon solely for the record
because written approval is not required?
For the record only for DWQ 401
Certficabon
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
1f
is payment into a mitigation bank or in lieu fee program proposed for mitigation
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
❑ Yes
® No
1g
Is the protect located in any of NC s twenty coastal counties If yes answer 1h
below
® Yes
❑ No
1h
Is the protect located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2
Protect Information
2a
Name of protect
Beaufort 23 Bridge To Box Culvert Replacement NC 102 Over Gorham Swamp
WBS Element Number 17BP 2 R 8
2b
County
Beaufort
2c
Nearest municipality / town
Chocowinity
2d
Subdivision name
N/A
2e
NCDOT only T I P or state
protect no
17BP 2 R 8
3
Owner Informabon
3a
Name(s) on Recorded Deed
North Carolina Department of Transportation
3b
Deed Book and Page No
N/A
3c
Responsible Party (for LLC if
applicable)
N/A
3d
Street address
105 Pactolus Highway NC 33 P O Box 1587
3e
City state zip
Greenville NC 27835
3f
Telephone no
252 830 -3490
3g
Fax no
252 -830 3341
3h
Email address
tbtohnson @ncdot gov
Page 1 of 11
PCN Form —Version 1 3 December 10 2008 Version
4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other specify Division 2 Environmental Officer
4b
Name
Jay B Johnson
4c
Business name
(if applicable)
North Carolina Depratment of Transportation
4d
Street address
P O Box 1587
4e
City state zip
Greenville NC 27835
4f
Telephone no
252 830 -3490
4g
Fax no
252 830 -3341
4h
Email address
jbjohnson @ncdot gov
5
Agent/Consultant Information (if applicable)
5a
Name
N/A
5b
Business name
(if applicable)
5c
Street address
5d
City state zip
5e
Telephone no
5f
Fax no
5g
Email address
Page 2 of 11
PCN Form —Version 1 3 December 10 2008 Version
B Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
Beaufort 23 NC 102 Over Gorham Swamp
Latitude N 35 435121 Longitude - W
1 b Site coordinates (in decimal degrees)
77 167658
(DD DDDDDD) ( DD DDDDDD)
1 c Property size
N/A acres
2 Surface Waters
2a Name of nearest body of water (stream river etc ) to
Gorham Swamp
proposed project
2b Water Quality Classification of nearest receiving water
C Sw NSW
2c River basin
Neuse
3 Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
NC 102 is a Paved Primary State Highway Woodlands and Residential Development dominate the landscape
3b List the total estimated acreage of all existing wetlands on the property
0 Square Feet of 404 Wetland Impacts For The Bridge To Pipe Replacemet
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
60 This site is part of a longer adjacent stream system
3d Explain the purpose of the proposed project
Bridge To Box Culvert Replacement the Existing 21 Long by 26 Wide Timber Bridge has deteonated and will be
Replaced With a Proposed 20 7" x 5 3 x 42 Aluminum Box Culvert Utilities will be relocated with no 404 Wetland
Impacts nor Buffer Impacts
3e Describe the overall project in detail including the type of equipment to be used
The Existing 21 x 26 Timber Bridge will be replaced with a Proposed 20 7 x 5 3 x 42 Aluminum Box Culvert With
Headwalls Utilities will be relocated as necessary with no 404 Wetland Impacts nor Buffer Impacts Excavators Dump
Trucks and Crane Trucks will be used for the Bridge To Box Culvert Replacement
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ® No ❑ Unknown
project (including all prior phases) in the past'?
Comments
4b if the Corps made the jurisdictional determination what type
❑ preliminary ❑ Final
of determination was made?
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known) Jay B Johnson
Other NCDOT
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
August 2011
5 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b If yes explain in detail according to help file instructions
Page 3 of 11
PCN Form — Version 1 3 December 10 2008 Version
6 Future Project Plans
6a Is this a phased project? ❑ Yes ® No
6b If yes explain
Page 4 of 11
PCN Form — Version 1 3 December 10 2008 Version
C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
® Wetlands ® Streams tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404 other)
(acres)
Temporary
W1 ®P ❑ T
Fill
Bottomland
Hardwood Forest
® Yes
❑ No
® Corps
❑ DWQ
967 Sq Ft
W2 ®P ❑ T
Fill
Bottomland
® Yes
® Corps
834 Sq Ft
Hardwood Forest
❑ No
❑ DWQ
W3 ®P ❑ T
Fill
Bottomland
® Yes
® Corps
1273 Sq Ft
Hardwood Forest
❑ No
❑ DWQ
W4 ®P ❑ T
Fill
Bottomland
® Yes
® Corps
1243 Sq ft
Hardwood Forest
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
4317 Sq Ft
2h Comments 0 10 Acres 404 Welland Impacts
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jursdichon
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404
width
(linear
Temporary M
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
S1 Box Culvert
Bedding
Gorham swamp
® PER
❑ INT
® Corps
® DWQ
20
31
S2 ❑ P ® T
S2 Dewatenng
Devices
Gorham Swamp
® PER
❑ INT
® Corps
® DWQ
20
19
S3 ❑ P ®T
S3Dewatenng
Gorham Swamp
® PER
® Corps
20
19
devices
❑ INT
® DWQ
S4 ® P ❑ T
S4 Box culvert
Bedding
Gorham Swamp
® PER
❑ INT
® Corps
® DWQ
20
31
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tnbutary impacts
100 LF
31 Comments 100 Linear Feet of Stream Impacts 62 Permanent Stream Impacts and 38 Temporary Stream Impacts
Page 5 of 11
PCN Form — Version 1 3 December 10 2008 Version
4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑P
04 ❑P ❑T
4f Total open water impacts
None
4g Comments None
5 pond or Lake Construction
If pond or lake construction proposed th en complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
517 Total
None
5g Comments None
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
® Neuse ❑ Tar Pamlico ❑ Other
Project is in which protected basing
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ®P ❑ T
Fill
Gorham Swamp
® No
1160 Sq Ft
790 Sq Ft
B2 ®P ❑ T
Fill
Gorham swamp
® Yes
os
1200 Sq Ft
815 Sq Ft
B3 ®P ❑ T
Fill
Gorham Swamp
® Nos
1195 Sq Ft
775 Sq Ft
6h Total buffer impacts
[61
Comments See Page 6-A For Total Buffer Impacts
Page 6 of 11
PCN Form — Version 13 December 10 2008 Version
4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f Total open water impacts
None
4g Comments None
5 Pond or Lake Construction
If pond or lake construction proposed th en complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f Total
None
5g Comments None
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
® Neuse ❑ Tar Pamlico ❑ Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ®P ❑ T
B4 Fill
Gorham Swamp
® Nos
1180 Sq Ft
770 Sq Ft
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑P ❑T
❑ Yes
[I No
6h Total buffer impacts
4735Sq Ft
3150 Sq Ft
61 Comments 01 Buffer Zone 1 Impacts and 0 07 Acre of Buffer Zone 2 Impacts
Page 5 of 10
PCN Form —Version 1 3 December 10 2008 Version
D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
There are Wetland Impacts for this Project Therefore The Wetland Impacts have been minimized to the greatest extent
feasible with no impacts occurring on the project
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Use of existing roadway to operate construction equipment no equipment will enter wetlands
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b If yes mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes which mitigation option will be used for this
project?
❑ Mitigation bank
[_1 Payment to in lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - npanan wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
Page 7 of 11
PCN Form —Version 13 December 10 2008 Version
6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
6f Total buffer mitigation required
None
6g if buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
WA
6h Comments
Page 8 of 11
PCN Form — Version 1 3 December 10 2008 Version
E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes then is a diffuse flow plan included? If no explain why
Comments The Project will be De- Watered Water will be pumped around the
® Yes ❑ No
installation site into a diffuser bag and a Sediment Bag Silt fence will be used on
this project Existing Roadside ditches will remain in place
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
N/A Roadway /Bndge Project %
2b
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan explain why
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative descnpbon of the plan
The Project will be De- Watered Water will be pumped around the installation site into a diffuser bag and a Sediment Bag
Silt fence will be used on this project Existing Roadside ditches will remain in place
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local government s jurisdiction is this project?
NIA
❑ Phase II
❑ NSW
3b
Which of the following locally implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other N/A
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached9
4
DWQ Stormwater Program Review
® Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
® Other NPDES Permit
4b
Has the approved Stormwater Management Plan with proof of approval been
Yes No
attached9
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1 3 December 10 2008 Version
F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
1a
Does the project involve an expenditure of public (federal /state/local) funds or the
® Yes
❑ No
use of public (federal /state) land?
1 b
If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
If you answered 'yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
letter)
❑ Yes
❑ No
Comments
2
Violations (DWQ Requirement)
2a
is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 28 0200)?
2b
Is this an after the -fact permit application?
❑ Yes
® No
2c
If you answered "yes to one or both of the above questions provide an explanation of the violabon(s)
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development which could impact nearby downstream water quality?
3b
If you answered "yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
N/A
Page 10 of 11
PCN Form — Version 1 3 December 10 2008 Version
5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat9
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c If yes indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Determination was made by Mr Travis Wilson NCWRC August 8 2011
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Mr Travis Wilson NCWRC
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
Historic Architecture and Archaeology PDEA NCDOT
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 year floodplain?
® Yes ❑ No
8b If yes explain how project meets FEMA requirements Pipe designed to no-nse standards
8c What source(s) did you use to make the floodplain determination? FEMA FIRM Maps
November 22
Jay B Johnson
2011
Applicant/Agent's Printed Name
Date
p nt/ ens Signature
(Agent's signat r is val my n authonzation letter from the applicant
is provided
Page 11 of 11
PCN Form —Version 13 December 10 2008 Version
Sutton, Michael W
From Wilson Travis W
Sent Monday August 08 2011 11 51 AM
To Sutton Michael W
Cc Johnson Jay B Rogerson Maria A
Subject RE Beaufort 23
Mike WRC does not request a moratorium or have any specific concerns with this project
- - - -- Original Message---- -
From Sutton Michael W
Sent Friday July 29 2011 3 04 PM
To Wilson Travis W
Cc Johnson Jay B Rogerson Maria A
Subject Beaufort 23
Good afternoon Mr Travis Division 2 plans to replace Beaufort 23 NC 102 Over Gorham
Swamp This will be a Bridge to Box Culvert Replacement We would like to know if a
Moratorium - Exists in this location Thank You and have a Great Week -end mike
Email correspondence to and from this sender is subject to the N C Public Records Law and
may be disclosed to third parties
1
NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No
WBS No
FA No
N/A
2B 200711
N/A
Federal (USACE) Permit Required?
Project Description
Project Tracking No (Internal Uu)
11 -07 -0036
County Beaufort
Document Minimum Criteria Sheet
Funding ® State ❑ Federal
® Yes ❑ No Permit Type GP 31
The project calls for the replacement of Bridge No 23 on NC 102 over Gorham Swamp The
archaeological Area of Potential Effects (APE) for the project is defined as a 400 foot (121 92 m) long
corridor running 200 feet (60 96 m) east and 200 feet (60 96 m) west along NC 102 from the center of
Bridge No 23 The corridor is approximately 100 feet (30 48 m) wide extending 50 feet (15 24 m) north
and 50 feet (15 24 m) south from the present center of NC 102
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities results of review and conclusions
The project area is southwest of Washington southeast of Greenville and west of NC 17 in the
southwestern corner of Beaufort County North Carolina (Figure 1) The project area is found on the
Wilmar USGS 7 5 topographic quadrangle
A map review and site file search was conducted at the Office of State Archaeology (OSA) on August 5
2011 No previously recorded archaeological sites have been identified within or adjacent to the APE but
one site (31 BF290) has been recorded within a mile radius of the project area In addition no existing
National Register of Historic Places (NRHP) State Study Listed (SL) Locally Designated (LD)
Determined Eligible (DE) or Surveyed Site (SS) properties are within or adjacent to the APE
Topographic maps USDA soil survey maps aerial photographs (Google and NCDOT) historic maps
(North Carolina maps website) and Google street view map application were utilized to gage
environmental factors that may have contributed to historic or prehistoric settlement within the project
limits and to assess the level of modern residential hydrological and other erosive type disturbances
within the surrounding archaeological APE
Bridge No 23 crosses Gorham Swamp roughly east to west (Figure 2) The project area is situated
primarily within the floodplain with the road elevated on an earthen embankment The entire floodplain
is forested with cultivated fields on either side The fields however are outside of the APE Gorham
Swamp drains into Creeping Swamp to the northwest and is part of the Neuse drainage basin
A review of the USDA soil survey map indicates that two soil types predominately cover the APE (see
Figure 2) Although both soil series are found on either side of Gorham Swamp Muckalee sandy loam
(Me) is primarily found to the east, while Rains fine sandy loam (Ra) is generally situated to the west
Both of these are poorly drained soils with slopes of 0 to I percent Muckalee sandy loam also floods
frequently A small portion of the APE at the western end also lies on a third soil type Lynchburg fine
sandy loam (Ly) This is a somewhat poorly drained soil which is usually drier than its neighboring
soils In general, these soils are unsuitable for significant archaeological sites due to persistent wetness
11 07 0036
Only one previously identified archaeological site (31BF290) has been recorded within a mile of the
project area This is a known 20'h century cemetery which is located to the east at Gorham Swamp
Church Overall site density appears low for the general area as past archaeological investigations along
NC 102 and SR 1154 to the north have yield few saes It seems unlikely for a significant archaeological
site to be present with the APE based upon previous work in the general area
Early maps prior to the 20'" century show few details concerning the project area Those that do such as
the Confederate Engineer Bureau of circa 1864 show no road and generalize the nearby waterways
making it difficult to accurately locate the project area The first map to illustrate the road is the 1902
USGS Vanceboro map (Figure 3) Although a waterway is plotted at the crossing it drains southwest
into Creeping Swamp instead of north It is likely that landowners changed the course of the swamp in
order drain the neighboring farmlands The slightly later 1908 Geological and Economic Survey map of
Beaufort County shows no alterations to the waterway (Figure 4) However Lewis School is plotted .just
west of the project area It is very likely all archaeological resources associated with the school are
outside of the APE for the first time Other maps from this same period show no changes The 1919 soil
survey map of Beaufort County is the first map to illustrate the current lay out of Gorham Swamp (Figure
5) In addition Lewis School is still plotted, but no other structures are shown near the APE It seems
from the review of historic maps that no historic archaeological deposits should be affected by the
proposed bridge replacement
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 defined archaeological APE for the proposed replacement of Bridge No 23 is located within the
floodplam It is unlikely intact and significant archaeological deposits will be present in this area This is
primarily due to the small scope of the proposed bridge replacement at its existing location which is
unlikely to cause any major impact to undisturbed properties In addition soils within the area are hydric
and the persistent wetness and frequent flooding throughout most of the year is undesirable for significant
archaeological sites Also site density appears low within the vicinity of the project Lastly the review
of historic maps suggests no former historic structures are present within the APE As long as impacts to
the subsurface occur within the defined APE no further archaeological work is recommended for the
replacement of Bridge No 23 in Beaufort County If construction should affect subsurface areas beyond
the defined APE further archaeological consultation might be necessary
SUPPORT DOCUMENTATION
See attached Map(s) Previous Survey Info Photos Correspondence Photocopy of notes from county
survey
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED
ARCHAEOLOGY HISTORIC ARCHITECTURE (CIRCLE ONE)
C Damon Jones '
NCDOT Cultural Resources Specialist
8/9/ 11
Date
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11 07 0036
Project Area
Figure 3 The 1902 USGS Vanceboro map showing the project area
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Figure 4 The 1908 Geological and ]Economic Survey map of beautort Uounty snowing the project area
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NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No
Project Tracking No (Internal Use)
11 -07 -0036
County Beaufort
WBS No 2B 200711 Document Min Criteria Sheet
FA No Funding ® State ❑ Federal
Federal (USACE) Permit Required? ® Yes ❑ No Permit Type GP 31
Project Description
Replace Bridge No 23 on NC 102 over Gorman Swamp
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities results of review and conclusions
Review of HPO quad maps, relevant background reports historic designations roster and indexes was
undertaken on August 5 2011 Based on this review there were no existing NR, SL LD DE or SS
properties in the Area of Potential Effects USGS topographic mapping and aerial photography revealed
no structures over 50 years of age exists 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
No structures eligible for National Register listing were identified near the APE of this protect
HPOWEB GIS Service and U_SGS topographic mapping provide reliable information regarding the
structures in the APE These combmed utilities are considered valid for the purposes of determining the
likelihood of historic resources being present
SUPPORT DOCUMENTATION
See attached Maps
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY REQUIRED
M40, 1
NCDOT Cultural
No S rvey Required form for M a T anspo tatton Projects as O alifred n the 2007 Programmatic Ag e m nt
NCDOT Archaeology & Ht torec Architecture Gr up
Date
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