HomeMy WebLinkAbout20080151 Ver 1_Application_20080122a..~
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY.
GOVERNOR
NCDENR Division of Water Quality
Brian Wren
2521 Crabtree Blvd.
Suite 250
Raleigh, NC 27602-2270
JANUARY 15, 2008
LYNDO TIPPETT
SECRETARY
osoi~l
RE: Linear Transportation Project / US 301 / Robeson County
State Project # 37984 (R-5019)
USACOE NWP#14 / NCDENR WQC 3704
Dear Mr. Wrenn:
Enclosed, please find seven (7) copies of a PCN and related documentation for a Linear
Transportation Project along US 301 in Robeson County. The project will be completed in
compliance with NCDENR Division of Water Quality General Certification 3704, and, USACE
Nationwide Permit # 14.
This project is being submitted under the 401 Automated Payment Procedure. The State
Project Number is 37984 and the permit fee is $240.00.
A separate copy of this submission has been forwarded to Ken Averitte of the Fayetteville
Regional Office.
If you should have any questions or comments regarding this notification, please feel free to
contact me.
Sincerely,
,~ ~ i7a~ S
ames . Rerko, PWS
ivision 6 Environmental Oi~icer
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P. O. Box 1150, Fayetteville, NC 28302-1150 -Telephone (910) 437-0208 -Fax (910) 486-1959
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
January 15, 2008
U. S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
Subject: Notification for Permit -Nationwide Permit #14
TIP Number R-5019 / US 301 / Robeson County
State Project # 37984
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W. LYNDO TIPPETT '~
SECRETARY
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The North Carolina Department of Transportation (NCDOT) proposes provide safety
improvements along US 301 in Robeson County . The Department proposes two-foot paved
shoulders and center turn lanes to reduce the potential for rear end collisions. US 301 is a heavily
traveled roadway which serves the Robeson County Community College and expanding
commercial interest. US 301 also is identified as a detour route for I-95 between exits 25 and 22.
During a recent detour event, it took traffic 2 hours to traverse the three-mile section of US 301
due to traffic turn movements.
US 301 Total Stream Impacts = S5.$4LF
Permit Site #1 is a culvert at the end of the project (sta 13+03.07) that will be extended 12.38 feet
upstream and 13.46 feet downstream, a total extension of 25.84 linear feet. The existing shoulders
are three to four foot in width and there is evidence of several crashes at the culvert location. The
twin 7'x6' Concrete Box Culvert conveys an UT to Saddletree Swamp (C Sw), a perennial
stream. Currently, the UT to Saddletree Swamp is dry due to severe drought conditions. The
project area will be dewatered during construction activities in accordance with NCDENR DWQ
Water Quality Certification 3704.
Permit Site #2 is located at sta 58+16 along US 301. The existing culvert is a 60LF 24" RCP.
The culvert will be removed and replaced with an 80LF 42" RCP. The additional length is due to
the construction of a center turn lane. There will be a 20 linear foot impact to the UT to
P. O. Box 1150, Fayetteville, NC 28302-1150 -Telephone (910) 437-0208- Fax (910) 486-1959
Saddletree Swamp. Though the UT to Saddletree Swamp was dry at the time of the field view,
the channel at the downstream end was determined to be perennial.
Permit Site # 3 is located at sta 64+38. At this location, the UT to Saddletree Swamp is an
excavated channel approximately 6 foot deep. The upstream end of the culvert is a dry sump that
collects runofffrom an agricultural field. No hydrology was noted at the upstream end. At the
downstream end of the culvert, hydrology was noted. The channel on the downstream end is
perennial due to its draining effect on the adjacent agricultural fields. The existing 44LF 3b" RCP
will be removed and an 80LF 48" RCP will be installed. There will be a 16LF impact to the UT
of Saddletree Swamp on the downstream end of the culvert that will extend into the UT to
Saddletree Swamp.
Permit Site #4 is located at Sta 28+68, which is approximately'/2 mile south of the US 301 and I-
95 interchange. The existing 52LF 30" RCP is in good condition, so the culvert will be extended
16LF on the upstream and 8LF on the downstream end. The UT to Ten Mile Swamp was dry
during the field view, but it was apparent that the channel is at least an intermittent channel.
Permit Site #4 proposes a 24LF stream impact.
The United States Fish and Wildlife Service (USFWS) has identified two endangered species (E}
and one threatened species due to similarity of appearance (T(S/A) in Robeson County. No
habitat was available within the project area for any of these species.
We are requesting the issuance of a Nationwide Permit #14 authorizing construction activities
associated with the NC 41 improvements. NCDOT will also comply with all conditions of the
NCDENR DWQ 401 Water Quality Certification 3407.
If you should have any questions, or, need additional information please contact James J. Rerko,
PWS at (910) 437-0208.
Sincerely
~~ ~ ~ 4~wS
es J. erko, PWS
Division 6 Environmental Officer
A~rract-nv~vTs
cc: Bxl~t wxErtiv (DWQ) 7 copies
Ken Averitte (DWQ) 1 copy
Crreg Burns, P.E.
Office Use Only: Form Version March OS
20080151
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. 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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP#14
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 Ecosystem Enhancement Progam (NCEEP) is proposed
for mitigation of impacts, attach the. acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. ff 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
1. Owner/Applicant Information
Name: Greg Burns. P.E. / NCDOT /Acting Division Engineer
Mailing Address: Boa 1150
Fayetteville, NC 28302
Telephone Number: 910-437-2611 Fax Number: 910-486-1959
E-mail Address: gburnsndot.state.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. PWS
Company Affiliation: NCDOT /Division Environmental Officer
Mailing Address: Bog 1150
Fayetteville. NC 28302
Telephone Number: 910-437-0208 Fax Number: 910-486-1959
E-mail Address: iirerko(a,dot.state.nc.us
Updated 11/1/2005
Page 1 of 8
III. Project Information
Attach a vicinity map cleazly 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 cleazly 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: US 301-Robeson County Community College to SR 1766 (Rosier Rd
2. T.I.P. Project Number or State Project Number (NCDOT Only): R-5019 WBS#37984
3. Property Identification Number (Tax PIl~:
4. Location
County: Robeson Nearest Town: Lumberton
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):Travel south I-95 to exit
25. US 301. Turn right off ramp, project begins at the end of the existing three-lane
section (Entrance to Robeson County Community College)
5. Site coordinates (For lineaz projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): Permit Site #1 34.6779° N 79.0120°W Permit
Site #2 34.6896° N 79.0154° W Permit Site #3 34.6907° N 79.0150° W Permit Site #4
34.7135° N 79.0025° W
6. Property size (acres):. 18 acres
7. Name of nearest receiving body of water: UT to Saddletree Sw / UT to Ten Mile Sw
8. River Basin: Lumber .River
(Note -this must be one of North Cazolina'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: US 301 is a 24 foot wide arterial roadway with a mix of
commercial, residential and agricultrual uses
Updated 11/1/2005
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: NCDOT
proposes to provide two foot caved shoulders and a center turn lane to reduce traffic
hazards. The typical equipment necessary to complte the work consists of front end
loaders. graders. trackhoes .dump trucks and eventually a paving machine.
11. Explain the purpose of the proposed work: To improve safety along the US 301 corridor
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.Richard Spencer (COE) and Ken Averitte (DWOI reviewed the
ro' ect 08/29/07
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.
None
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream 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.
Updated 11/1!2005
Page 3 of 8
1. Provide a written description of the proposed impacts:Permit Site #1 consists of
lengthening the existing culvert 25.84 feet. Permit Sites #2 & #3 will lengthen the
existing culverts 20LF and 16LF to accommodate a turn lane. Permit Site #4 will
extend the existing culvert 24LF.
2. Individually list wetland impacts. Types of 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.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100 year
Floodplain
es/no Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A
Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:0 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Im ct linear feet) (acres)
Permit Site #1 UT to Saddletree
Culvert
Perennial 15 ft
25.84
0.008
Swamp
Permit Site #2 UT tswa
ddpetree Culvert Perennial 8 ft 20 0.004
~
Permit Site #3 UT tswa
ddpetree Culvert Perennial 8 ft 16 0.003
~
Permit Site #4 UT to Ten Mile
Culvert
Intermittent Eft
24
0.003
Swamp
Total Stream Impact (by length and acreage) 85.84 LF 0.018
Updated 11!1/2005
Page 4 of 8
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number
(~ applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma) ocean, etc. acres)
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U. S. resulting from the project:
Stream Im act acres : 0.018
Wetland Im act acres : N/A
O en Water Im act acres : N/A
Total Im act to Waters of the U. S. acres 0.018
Total Stream Im act (linear feet): 85.84
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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, imgation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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.The culverts on this proiect
will be lengthened to provide a safe condition for the traveling public. Minimal work is
proposed in the permit site locations.
VIII. Mitigation
Updated 11/1/2005
Page 5 of 8
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 January 15, 2002, mitigation will be required when
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 NCEEP 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 (see DWQ website for most current
version.).
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.
Mitigation is not required
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website a± http~//~~~_~ nceep net/pages/inlieureplace htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet}:
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):-
Amount ofNon-riparian wetland mitigation requested (acres;
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federaUstate) land? Yes ® No ^
2. 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 (919) 733-5083 to review current thresholds for environmental documentation.
Yes ^ No
3. 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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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 Multi her Requrred
(cnnara fi atl h ~ ~..: ~~ _
1 3 (2 for Catawba)
2 1.5
Total
' Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone i.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Updated 1111/2005
Page 7 of 8
XI, 5tormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious levelAn Erosion and Sedimentation Control Plan
has been developed for this proiect and the NCDOT will utilize standard BMP's.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatmem methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
~~ 0 S
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 8 of 8
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Name: NORTHWEST LUMBERTON Location: 034.6943157° N 079.0026777° W
Date: 1/14/2008 Caption : US 301 Robeson County
Scale: 1 inch equals 2000 feet State Project # 37984
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Permit bite #4 - Qownstream
~ Z;~3 ~.M
t~S3J1Ro~C~ fl1~.1P9
LINE -LI-
ELEV. 150.37
Z
~,
~,
N
W
N
27
MATTIE BREWER
DB 747 PG 620
EXISTING 52 LF 30" RCP
EXTEND TO 76 LF 30" RCP
INSTALL PIPE COLLAR
28+00.00
40.00,50.00
W00
152
VI (.~
~1
N
~ lal
~
~ ~ 148
~ m
m
144
140
50.00 \
r!
GODS ~ ~
IY JJ J"7 JJ.U -'
_ _ ...~ 14, CONC
----J~~ ~- ------- rv Fo--- ~---_ vc..F
~f N~145.49'
v W..D .Ji I r-~
~ ~J
a ~ I LANDSCAPED
~ AREA
0 28+80.00
50.00, 40.00
28+50.00
REMOVE 40.00, 50.00
INSTALL PIPE COLLAR REMOVE
- UNNAMED TRIBUTARY
TO TEN MILE SWAMP
29
26 LESLIE HOWARD
LESLIE HOWARD BLANKS, ETAL BLANKS
DB 570 PG 786
DB 583 PG 693
50' 0' 50' ~~.I~N ~~~~
GRAPHIC SCALE
~-_I-_-_~____I____---I--~---_._J-_--~____.~-__~-.--~
27+DO
28+00 29+00
28+68.00
]~R®F~~,IE
30+00
TOTAL STREAM IMPACT = 24 LF
CENTERLINE
STA 28+68 -LI-
ELEV. 150.37
HORIZONTAL SCALE I"=50'
VERTICAL SCALE I'=10'
-rti
100 50 0 50
~~R~~~ ]~~$®F~1LE
PLACE 8 TONS CLASS A RIP RAP -
AND 21 SY OF FILTER FABRIC
152
148
144
140
100
PERMIT SITE 4
STAo 28+68 -LI
NCB®~
DIVISION OF HIGHWAYS
ROBESON COUNTY
PROJECT: R-5019
US HIGHWAY 301
0913/01
LINE -L-
ELEV. 141.92
DAVID T. STEPHENSON
DEBRORAH STEPHENSON
DB 1230 PG 488
on `~
~~
/ s
143
139
135
131
REMOVE EXISTING 44 LF 36" RCP
REPLACE WITH 80 LF 48" RCP
EPHEMERAL CHANNEL
NO PERMIT REQUIRED
CONSTRUCT CONCRETE ENDWALL
-REMOVE
T FO T T FOnI~ T T FO
T ------- ------ ~-T ---------------------------------- T
---- _ _
- - - - - - -
- - - - - - - - - - - -
~- ~~---_ CONC ------
--~ R
UNNAMED TRIBUTARY TO
SADDLETREE SWAMP
DAVID T. STEPHENSON
DEBRORAH STEPHENSON
DB 1230 PG 488
50' 0' S0`
GRAPHIC SCALE
60.00, 50.00
16 LF STREAM IMPACT
CONSTRUCT CONCRETE ENDWAII
FLAN VI~tiV
63+00 64+00
64+38.00
fl~I$®~ILL
143
139
135
131
CENTERLINE
STA. 64+38 -L-
ELEV. 141.92
STREAM IMPACT = 16 LF
~~
100 50 0 50
~~RIEANI ]~R®~IL~
TCH
ACT
100
PERMIT SITE 3
STA" 64+38 -~
HORIZONTAL SCALE I°=50'
VERTICAL SCALE I'=10'
N~I~®~
DIVISION ®F HIGHWAYS
ROBESON COUNTY
PROJECT: R-5019
US HIGHWAY 301
09 ~ 13,E 07
65+00 oorw
NORTH CAROLINA
CANpBRg83SpG 480 INC.
on i~
REMOVE EXISTING 60 LF 24" RCP
REPLACE WITH 80 LF 42" RCP
DAVID T. STEPHENSON
~ DEBRDB A230 TPGP 488SON
58 + 03.12
~ 1 50.00
r.
I 1
-------T G------ IIVV-IJ`t;2~Ci
_ T _____
~"- US 30125' BST
REMOVE 24" CONC
3 ~'
EXISTIN T
-- o --
~/+oo 58+00
58+16.00
I~I$®]FIL]E
CENTERLINE
STA. 58+16 -L-
ELEV. !41.84
TV TV TV
CITY OF LUMBERTON PUBLIC WORKS 12" AC 8" PVC
EXISTING A/W ~NU-~ ~ __~~ _ _ _ _ _ _ _ _ _ EXISTING R/W_
4~~ PE EN '------------------------------------------ --
G
R r
CONSTRUCT I
CONCRETE I~I II r
ENDWALL I;I II II UNN SADDLETREE SWAMP
20: LF STREAM IMPACT `~I ~
D
r
r
O
EL pBN~039 PGC3361TZ
50' 0' 50'
GRAPHIC SCALE
ALAN I VI]E~V
DAVID T. STEPHENSON
DEBRORAH STEPHENSON
DB 1230 PG 488
145
141
137
DI
133
100
~7C~$lE~~ ~~®~~L]E
HORIZONTAL SCALE I'=50'
VERTICAL SCALE I'=10'
59+00 60+01
STREAM IMPACT = 20 LF
M IMPACT
:H
100
PERMIT SITE 2
STAo 58+16 -L-
NCB®~°
DIVISION OF HIGHWAYS
ROBESON COUNTY
PROJECT; R-5019
US HIGHWAY 301
09/1307
LINE -L-
ELEV. 141,84
145
141
137
133
50 0 50
i '
i I,II I
0 ~ ~i I~i~
HOME BUILDERS I I I
SERVICE CORPORATION i' I I I ~I I
DB 1902 PG 282 I
I I ro ~
woo ~ I I I I~ B I
Ds. l,c l I IoN<
i D' I . I ~ cell
I ~ I . I ~`z
I I I Im m
13 + 36.92 /
70.00 II ~ I ~ I I I
I I I 5
12+75.00 I I. J \ I
50.00, 70.00
WOODS. I q DS, IM 18,3
EXTEND EXISTING 6`xT I (~ ~e 8
CONCRETE BOX CULVERT 25.84 LF 5'
I ~ S
I FE EI
0
~1~ =119 -
~~~ j
i 30 5 6 /
i ~ US
133
129
125
121
_~ ~
c RAW ~ ~ ~ ~ ~ ~ BOX / ~ /
EXISSIN i ~ i ~ / / ~ f
~i~~ /~ n ~~ G /
~~i~ ~., ~ X EN E
~~ ~ / ~ ,
~~ /~
/ , y~
B /
~ ~\
~ i ~~ ^ CONC
~~ ~
~~ ~ ~' B ;i2Q~5~ Q~~.
~~ /~ 1 ~
~ ~
_ _.,.~r.41W
z
~ o~
m
o `~
I 50' 0' 50`
!~-rr^-~
~1
1
9
E ~v SP1~~ E
R~ E
RIp1N ~R12+75.00
50,00, 70.00
MILAN VI]E~V
5~i F
X~
,~2~°~~~
\.
\ •.
\ WOODS \ \
\ \ .
\
\ - ~
13 ~ .00
70.00, 50.00
GARDEN'S OF FAITH
CEMETERY
DB 1154 PG 170
LINE -L-
ELEV. 130.57
12+00 13+00
13+03.07
14+00
STREAM IMPACT = 25.84 LF
CENTERLINE
STA. 13+03.07 -L-
ELEV.130.57
131
127
123
DITCH
119
100
HORIZONTAL SCALE I'=50'
TE
>ION
15+00
PERMIT SITE
STAo 13+03007 -L-
N~~®~
DIVISI®N OF HIGHWAYS
ROBES®N C®UNTY
PR®JECT: R~5019
US HIGHWAY 301
09/1307
50 0 50 100