20050195 Ver 1_Application_20050127

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
December 3, 2004
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US Army Corps of Engineers
Wilmington Regulatory Field Office JAN 2 7 2005
69 Darlington Avenue
Wilmington, North Carolina 28403 DENR-WATER QUAUTY
WEnM AND STI MYW1TER BRANCH
ATTENTION: Mr. Richard Spencer
NCDOT Regulatory Project Manager
050195,
Subject: Replacement of Bridge No. 380 on SR 1183 over Wilkinson Creek,
Robeson County, NCMA 6016, WBS 37131
Please find attached the Pre-Construction Notification (PCN) Application Form for the
referenced project. The North Carolina Department of Transportation (NCDOT) proposes to
replace Bridge No. 380 over Wilkinson Creek in Robeson County (Figures 1 and 2). During
construction, traffic will be detoured off-site using existing secondary roads.
The existing structure, which was built in 1967, has a sufficiency rating of 47.5. While
not considered structurally deficient or functionally obsolete, it does exhibit severe deterioration
of the components. The superstructure is composed of reinforced concrete deck on timber joists.
End bents and interior bents are timber caps on timber piles. The existing bridge is 36 feet long
and has a clear roadway width of 28 feet.
The existing bridge will be removed in accordance with the NCDOT Best Management
Practices for Bridge Demolition and Removal (BMP-BDR). The proposed bridge replacement is
a Case 3 demolition project as described by the NCDOT BMP-BDR. As such, there are no
special restrictions beyond those outlined in the Best Management Practices for Protection of
Surface Waters (BMP-PSW). Removal of existing end bents and fill material excavated to
natural ground elevations will restore floodplain capacity. Total fill removed will be
approximately 105 cubic yards. The timber components of the bridge will be removed without
dropping any components into Waters of the U.S. However, there is potential for small amounts
of concrete components of the bridge deck to be dropped into Waters of the U.S. during
demolition. The resulting temporary fill associated with demolition of the concrete deck is
estimated to be 9.3cubic yards.
LYNDO TfPPETT
SECRETARY
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
POBox 1150 FAX: [phone] Gillespie St.
FAYETTEVILLE, NC 28302 Fayetteville, NC 28301
WEBSI TE. WWW. DOH. DOT. STATE. NC. US
The recommended replacement structure is a single span prestressed cored slab structure
55 feet long and 30 feet wide. The approach roadway will hold the existing horizontal alignment
and will be approximately the same elevation as the existing roadway. Current plans include a
12-inch funnel deck drain to reduce potential for water and ice-related crashes. Drainage from
this funnel drain will flow to a rip-rap energy dissipater near the northeast bridge abutment.
There are no deck drains over open water.
Wilkinson Creek is located within the Lumber River drainage, subbasin 03-06-16, and
hydrologic unit 03030005. The North Carolina Division of Water Quality (NCDWQ) has
designated a best usage classification for Harrison Creek of "C" from its source to the Cape Fear
River. There are currently no 303(d) impaired waters, high quality waters (HQW),
outstanding resource waters (ORW), drinking water supply waters (WS-1 and WS-II), or
303(d) listed streams within a one mile radius of the project study area.
Jurisdictional wetlands are located immediately adjacent to the existing bridge
(Figure 3). Permanent impacts to Waters of the U.S. include 75 square feet (<0.01 acre) of fill in
wetlands from the rip-rap energy dissipater. Existing wood pilings will either be pulled out of
the channel or cut flush with the substrate. Measures will be taken to ensure that sediment
releases from this activity will be contained to the immediate location of the pile removal
operation. Construction equipment will be operated from the existing road surface and/or upland
areas and will not enter wetland areas.
The United States Fish and Wildlife Service (USFWS) has identified two endangered (E)
species and one threatened species due to similarity of appearance [T(S/A)] in Robeson County.
No habitat is available within the project area for any of these species.
We are requesting the issuance of a Nationwide Permit No. 3 authorizing construction
activities associated with the replacement of Bridge No. 122. We anticipate that 401 General
Water Quality Certification No. 3376 will be authorized by the NCDWQ. The NCDOT will
comply with all conditions of the 401 Water Quality Certification.
If you have any questions or comments concerning the project, please contact me at
[phone]. Thank you for your assistance.
ncerely,
Ce ./?c?% S
amesti ? . Rerko
Division Environmental Officer
Attachments
PCN Application Form
Permit Drawings (8.5 x 11)
Figure 1 Project Vicinity
Figure 2 Project Topography
Figure 3 Waters of the US
w/attachments
Mr. John Hennessy, NCDWQ
Mr. Gary Jordan, USFWS
Mr. Travis Wilson, NCWRC
Mr. Mike Summers, P.E., Bridge Maintenance
Kevin Austin, Mulkey
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 0 5 019 5
-- --v ? . lJ ,..,L appl=cau7c W MIS project, please enter Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: NC Department of Transportation
Mailing Address: Division Bridge Maintenance Office
P.O. Box 1150 Fayetteville NC 28302 (Mail)
558 Gillespie Street Fayetteville NC 28301 (Delivery)
ATTN: Terrv Gibson PE Division Engineer
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]. nc us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: James J. Rerko
Company Affiliation: NCDOT Division 6 Environmental Officer
Mailing Address: PO Box 1150
Favetteville NC 28302
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]. nc us
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Replacement of Bridge No. 380 on SR 1183 over Wilkinson Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only):_ NC Moving Ahead 6016
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Robeson Nearest Town: Rowland
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Fayetteville follow I-95
south to Exit 2 (US 501). Follow US 501 north toward Rowland Follow US 501 north for
approx. 3.5 miles and turn right onto SR 1183 (Alfordsville Road) Bridge site is located
about 2.5 miles north of the intersection .
5. Site coordinates, if available (UTM or Lat/Long): 034°35'56.77"N. 079018'30.99"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Study corridor is about 7 acres (500 feet from each bridge end and
150 feet from the centerline outward on each side)
7. Nearest body of water (stream/river/sound/ocean/lake): Wilkinson Swamp
8. River Basin: Lumber subbasin 03-07-55
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: A rural area with mixture of agriculture forest and
residential land use. Forested and swamp lands surround the bridge location Approximately
Page 2 of 8
2.0 acres of jurisdictional wetlands were delineated within the almost 7 acre study corridor
surrounding the bridge site.
10. Describe the overall project in detail, including the type of equipment to be used: The
existing bridge is a two-span structure with a total length of 36 feet and a clear roadway
width of 28 feet. The bridge superstructure is composed of a reinforced concrete deck on
timber joists. End bents and interior bents are timber caps on timber piles The new bridge
will be a single span prestressed cored slab structure 55 feet long and 30 feet wide with
vertical abutments. Standard roadway and bridge construction equipment will be used
including cranes, excavators and dump trucks The new bridge will be constructed at the
existing bridge location.
11. Explain the purpose of the proposed work: Bridge No. 380, which was built in 1967, has a
sufficiency rating of 47.5 out of a possible 100 While the bridge is not classified as
functionally obsolete or structurally deficient it does exhibit severe deterioration of several
timber piles and bracing components Replacing the bridge with a new structure will result
in a safer structure that conforms to the latest safety standards
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
Page 3 of 8
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Permanent impacts to Waters of the U.S. include 75 square feet (<0.01 acre) of fill in wetlands
from the fill slope being extended at the north bridge approach Temporary impacts include 465
square feet (0.01 acre) of mechanized clearing adjacent to the roadway, rubbing will be not be
done in the wetlands. Existing wood pilings will either be pulled out of the channel or cut flush
with the substrate. Construction equipment will be operated from the existing road surface
and/or upland areas and will not enter wetland areas
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma (acres) es/no linear feet

1 Permanent
<0.01
Yes
0 Swamp Forest
Wetland Fill (PF05/ EM1Fb)
Temporary
2 Mechanized 0.01 Yes 0 Swamp Forest
Clearing in (PF05/ EM1Fb)

* Wetland
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Approx. 2.0
Total area of wetland impact proposed: <0.01 Permanent
3. Individually list all intermittent and perennial stream impacts below: N/A
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please secif )

isM cacu 1111pau separatery ana taennry temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
Page 4 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
Type of Impact* Area of
Impact
Name
Waterbody Type of Waterbody

(lake, pond, estuary
sound

(indicate on ma)
(acres) p
(if applicable) ,
,
bay, ocean, etc.)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts will be avoided by replacing the bridge in place having an off site detour, hn_o
deck drains over open water, and no equipment will be in wetlands The new bridge will be
approximately 27 feet longer than the old bridge thus endbents will be moved farther away
from the waters edge increasing the floodplain area under the bridge Use of NCDOT's Best
Management Practices (BMP) for Protection of Surface Waters (PSW) will minimize temporary
impacts to water quality.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
Page 5 of 8
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm2ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
Page 6 of 8
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
LUHU 1 cxicHws uui .iv reef perpenoicwar from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Page 7 of 8
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious acreage is 8,200 square feet (0 19 acre) Proposed impervious acreage is
9,955 square feet (0.23 acre) Total acreage of the project site is approximately 7 acres A
12-inch funnel drain and pipe will carry bridge deck drainage to a rip rap energy dissipater
located near the northeast bridge abutment There will be no drains over the open water.
XII. Sewage Disposal (required by DWQ)
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.
.T/.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
There are no high quality waters (HOW) outstanding resource waters (ORW) or drinking water
supply waters (WS-I and WS-II) within one mile of the project study area There are currently
no 303(d) listed streams within a one mile radius A review of map data available for
anadromous fish spawning areas indicates the project site is not located within protected waters
for these species. The USFWS identified two endangered species [(Red cockaded woodpecker
(Picoades borealis) and Michaux's sumac (Rhus michauxii)1 one Threatened Due to Similarity
of Appearance [T(S/A)1 [American alligator (Alligator mississippiensis)]and 14 Federal
Species of Concern (FSC) as occurring in the county. Appropriate habitat for species subject to
Section 7 consultation does not exist in the study area therefore project construction will have no
effect on these species. There are no moratoria for in-stream work in the study area
?r b
Applicant/Agent's Signature D e
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
NORTH CAROLINA
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NCDOT
DIVISION OF HIGHWAYS
VICINITY ROBESON COUNTY
j? PROJECT: MA-6016
MAPS REPLACE BRIDGE U380
ON SR 1183 OVER
WILKINSON CREEK
SHEET OF 8 / 20 / 04
TOPO MAP
SCALE: 1" = 1500'
NCD® JL
DIVISION OF HIGHWAYS
ROBESON COUNTY
PROJECT: MA-6016
REPLACE BRIDGE '1380
ON SR 1183 OVER
WILKINSON CREEK
LEGEND
----JLB WETLAND BOUNDARY PROPOSED BRIDGE
WETLAND
L PROPOSED BOX CULVERT
DENOTES FILL IN
WETLAND
® PROPOSED PIPE CULVERT
12'-48'
DENOTES FILL IN (DASHED LINES DENOTE PIPES
SURFACE WATER
® EXISTNG STRUCTURES) 54' PIPES
& ABOVE
DENOTES FILL IN
SURFACE WATER
®
(POND) SINGLE TREE
® DENOTES TEMPORARY
FILL IN WETLAND WOODS LINE
® DENOTES EXCAVATION
IN WETLAND DRAINAGE INLET
® DENOTES TEMPORARY
FILL IN SURFACE

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WATER ROOTWAD
-
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* * ** * * * CLEARING
FLOW DIRECTION RIP RAP
TB
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OR PARCEL NUMBER
C PROP. LIMIT OF CUT IF AVAILABLE
F PROP. LIMIT OF FILL ® PREFORMED SCOUR HOLE
PROP. RIGHT OF WAY
LEVEL SPREADER (LS)
NG NATURAL GROUND
PL PROPERTY LINE

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EASEMENT
- PDE - PERMANENT DRAINAGE
EASEMENT
DENOTES IMPACTS TO
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-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
DENOTES IMPACTS TO
- EPB - EXIST. ENDANGERED BUFFER ZONE 2
PLANT BOUNDARY
- - - - WATER SURFACE
x x
x xx x x LIVE STAKES
NCD®T
BOULDER DIVISION OF HIGHWAYS
--- CORE FIBER ROLLS ROBESON COUNTY
PROJECT: MA-6016
REPLACE BRIDGE 4380
DENOTES AREA TO BE EXCAVATED ON SR 1183 OVER
WILKINSON CREEK
SHEET OF 8/20/041
PROPERTY OWNERS
NAMES AND ADDRESSES
REFERENCE NO. NAMES ADDRESSES
HAROLD C. LAWRENCE 511 PAGAN ROAD
SMITHFIELD, VA 23430
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ROBESON COUNTY
BRIDGE NO. 380 ON SR 1183
OVER WILKINSON SWAMP
NORTH CAROLINA MOVING AHEADI
MA6016
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PROJECT TOPOGRAPHY
M U LK EY MA6016 Figure No.
ENGINEERS 6 C O N S U L T A N T S Bridge No. 380 On SR 1183 Over Wilkinson Swamp
Robeson County, North Carolina
Prepared For. 1:24,000
Feet 2
_----??`e 0 750 1,500 3,000 4,500 6,000
-? r l USGS 7.5• Minute Topographic Quadrangles: Maxton, & Rowland
Contour Interval 5 Feet
JURISDICTIONAL WETLANDS
- - - - -EXISTING ROAD
-------STUDY CORRIDOR
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WETLANDS
MA6016
Bridge No. 380 Ori SR 1153
Over Wilkinson SN,,/a p
Robeson County
SCALE: -Figure Nlo.
?„ = 150,
File: G:\p-oject\2002\290.18 MA 6016\Natural Resources\GPS\Raw Data\Point_generi
.c.TXT 11/19/2003, 8:00:05AM
ID,Northing,Easting,FeatureName,Comment
1,315030.892,1908168.419,Point_generic,WABREND
2,315032.907,1908160.090,Point_generic,WA1
3,315005.552,1908126.417,Point_generic,WA2
4,314970.390,1908114.959,Point_generic,WA3
5,314940.779,1908122.259,Point_generic,WA4
6,314909.035,1908102.252,Point_generic,WA5
7,314891.482,1908092.033,Point_generic,WA6
6,314857.904,1908083.073,Point_generic,WA7
9,314855.774,1908031.661,Point_generic,WAB
10,314843.212,1907983.378,Point_generic,WA9
11,314838.459,1907957.768,Point_generic,WA10
12,315017.678,1908193.070,Point_generic,WBBREND
13,315012.571,1908205.623,Point_generic,WAl
14,314978.748,1908208.861,Point_generic,WA2
15,314947.861,1908199.544,Point_generic,WA3
16,314908.476,1908190.193,Point_generic,WA4
17,314869.777,1908184.874,Point_generic,WA5
18,314852.252,1908207.927,Point_generic,WB6
19,314875.752,1908223.648,Point_generic,WB7
20,314877.381,1908243.148,Point_generic,WBB
21,314873.013,1908262.092,Point_generic,WB9
22,315054.804,1908209.391,Point_generic,WCBREND
23,315064.750,1908181.055,Point_generic,WDBREND
24,315059.781,1908214.002,Point_generic,WCl
25,315098.239,1908237.667,Point_generic,WC2
26,315124.618,1908267.080,Point_generic,WC3
27,315169.036,1908292.773,Point_generic,WC4
28,315145.191,1908293.400,Point_generic,WC5
29,315143.758,1908304.937,Point_generic,WC6
30,315068.882,1908174.776,Point_generic,WDl
31,315090.285,1908176.865,Point_generic,WD2
32,315117.474,1908182.455,Point_generic,WD3
33,315162.601,1908211.468,Point_generic,WD4
34,315201.207,1908222.234,Point_generic,WD6
35,315250.502,1908249.699,Point_generic,WD7
36,315270.025,1908280.955,Point_generic,WDB
37,315327.241,1908316.136,Point_generic,WD9 TURN AT 338 DEG
Page: 1

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