20011387 Ver 1_Complete File_20010917

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
11 4
4A
Michael F. Easley, Governor NCDENR
William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF
Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES
November 16, 2001
Columbus County
DWQ Project No. 011387
APPROVAL of 401 Water Quality Certification
Mr. T.R. Gibson, P.E., Division Engineer
NCDOT, Division 6
PO Box 1150
Fayetteville, NC 28302
Dear Mr. Gibson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 60 linear feet of streams for the purpose of replacing a Bridge 36 with a culvert on SR 1164 in
Columbus County. The project shall be constructed in accordance with your application dated September
13, 2001. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3289. This certification corresponds to the Nationwide Permit Number 14
issued by the Corps of Engineers. In addition, you should acquire any other federal, state or local permits
before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying 404
permit, unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. If total wetland fills for this project (now or in the future)
exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to
remain valid, you must adhere to the conditions listed in the attached certification.
1.) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the
Division of Water Quality upon completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1 62 1
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please contact John Hennessy at 919-733-5694.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
DWQ Wilmington Regional Office
File Copy
Central Files
c:\ncdot\SR 1164\wqc\011387wgc.doc
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
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M
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY. LYNDO TIPPETT
GOVERNOR SECRF.TARY
SEP'rEMBFR 13, 2001
NCDENR Division of Water Quality
John Hennessy 01 13 g 7
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260
RE: USACE NWP# 14 / NCDENR 401 WQC 3289 General Certification
Bridge to Culvert Replacement - Bridge #36 SR 1164 - Columbus County
Tip Project No. B-3145
Dear Mr. Hennessy:
Enclosed, please find seven copies of a Pre-Construction Notification for a bridge to culvert
replacement along SR 1164 in Columbus County and a $200.00 check (Warrant #7196). The
project will be completed in accordance with General Certification No.3289. This project is
within the Lumber River Basin.
If you should have any questions or comments regarding this notification, please feel free to
contact me.
Sincerely
U ?ws
Jame J. Rerko, PWS
PA VEN T Division 6 Environmental Officer
RECEIVED
P. O. Box 1150, Fayetteville, NC 28302-1150 -'relephone [phone] -Fax [phone]
5
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
September 12, 2001
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:
W. LYNDO TIPPETT
SECRETARY
01 1387
Subject: Notification for Nationwide Permit 14
Road Crossing Bridge Replacement SR 1164-Columbus County
TIP Project- B3145
The North Carolina Department of Transportation (NCDOT) proposes to replace a Timber /
Concrete bridge structure along SR 1164 in Columbus County. The existing bridge structure
(36 foot span x 24 foot width) is beyond repair and will be replaced with twin 120 inch CSP's.
Minimal impacts are proposed as the result of this project, which is necessary to maintain SR
1164 to current safety standards.
RESOURCE STATUS
A Wetland Delineation / Natural Resource Inventory was conducted within the Right-of-Way of
SR 1164 in Columbus County, North Carolina. Within the area of disturbance the approach
slopes along the stream are steep and thus do not provide conditions conducive for wetlands.
Jurisdictional wetlands were not identified within the proposed Right-of-Way.
The proposed culverts will be installed within the stream banks of Big Pond Branch. Big Pond
Branch is a small stream swamp (blackwater type). Though the enclosed photos depict a more
brownwater type of stream, it is due to rainfall prior to the site visit. Headwaters to Big Pond
Branch originate at Big Pond Bay about 2.4 miles to the northwest of the project site. Big Pond
Branch then flows 1.25 miles south to its confluence with Beaver Pond Swamp. At the time of
the field visit, Big Pond Branch had a typical stream width of 3.6 m (12 ft) and a variable water
depth. Flow was very slow and difficult to detect speed and direction, however, the current was
I'. O. Box 1150. Favetteville, NC 23302-1150 - Telephone (9I0) 486-1792- Fax [phone]
n
more apparent on the down stream side of the bridge. In disussions with L.L. Upole,P.E.
Division 6 Bridge Engineer, he was confident that the installation of the Turbidity Curtain would
eliminate concerns for sedimentation from the site. The use of the Turbidity Curtain is due to an
overhead utility line which stretches overhead of the project area. With a predominantly sand
substrate, sedimentation will be kept to a minimum.
Dewatering of the project will not be undertaken. Also, the side slopes will be protected by rip-
rap stone with a geotextile fabric liner.
In general, there will be minor impacts proposed as the result of the replacement of Bridge #36
along SR 1164 in Columbus County. Approximately 60 linear feet/ 720 sq ft of stream impacts
are expected. A Nationwide Permit #14 is required for the project due to the placement of the
culvert crossing.
Endangered Species: Plants and animals with Federal classification of Endangered (E) or
Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered
Species Act of 1973, as amended. As of February 26, 2001, the U.S. Fish and Wildlife Service
lists six federally protected species for Columbus County.
Federall Protected Species for Bladen Count
SCIENTIFIC NAME COMMON NAME STATUS
Acipenser brevirostrum Shortnose sturgeon E
Alligator mississippiensis American alligator T (S /A)
Picoides borealis Red-cockaded E
Meidia extensa Waccamaw silverside T
Lysimachia asperuladblia Rough-leaved E
loosestrife
Thalictrum cooleyi Cooley's meadowrue E
"E" denotes Endangered (a species that is in danger of extinction throughout
all or a significant portion of its range).
T(S/A)- Threatened due to similarity of appearance, a species that is threatened
Due to similarity of appearance with other rare species and is listed for its
Protection. These species are not biologically endangered or threatened and
Are not subject to Section 7 consultation.
A biological conclusion of "No Effect" was reached for all species during the July 26, 2001
survey for protected species. Protected species were not identified, nor, was the general habitat
for each species identified.
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Nationwide Permit 14 as required by
the above-described activities. No impacts shall occur to jurisdictional wetland areas, and as
such, wetland mitigation is not required.
If you should have any questions, or, need additional information please contact James J. Rerko,
PWS at [phone].
incerely
Jame J. Rerko, PWS
Division 6 Environmental Officer
ATTACHMENTS
CC: John Henessey (DWQ)
Tom McCartney (FWS)
L.L. Upole, P.E. DBE
Ken Murphy, P.E. DME
Office Use Only:
USACE Action ID No.
DWQ No.
rForm Vcrsion April 2001
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401
is not required, check here: ?
NWP #14
Certification
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: T. R. Gibson P. ,.[NCDOT/Div 6/Division Engineer
Mailing Address: P.O. Box 1150
Fa etteville NC 28302
Fax Number: 910-486-1959
Telephone Number: 910-486-1493
E-mail Address: t ibson Mot.state.ne.us
2. Agent 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. 7777-7- Company Affiliation: NCDOT/Div 6/Division Environmental Office
Mailing Address: same
Fax Number: 910-486-1959
Telephone Number: 910-486-1472
E-mail Address: "r ,rkondotMate.ne.us
Page l of 9
III. Project Information
Attach a vicinity map clearly showing the location tdetP ed site plan showing property
landmarks such as towns, rivers, and roads. Also provide a properties. Both the vicinity map
boundaries and development plans in relation to surrounding prop
ngs,
and site plan must include a scale and north arrow. ed The specific
the maps and planslshould
impervious surfaces, or other facilities must be
Map and NRCS Soil Survey with the property
include the appropriate USGS Topographic Q be included at the applicant's discretion,
boundaries outlined. Plan drawings, or other maps may purposes, the
so long as the property is clearly defined. For administrative and distribution pure 7-inch forma USACE requires information to be submitted on sheets no larger than I I b size construction
however, DWQ may accept paperwork of any size. DWQ prefers size
plans are
drawings rather than a sequential sheet version of illegible, full-size the applicantlwill be informed that
reduced to a small scale such that the final version the project has been placed on hold until decipherable maps are provided.
1. Name of project: Brid a 436 / SR 1164
2. T.I.P. Project Number (NCDOT Only): B-3145
3. Property Identification Number (Tax PIN):
4. Location
Nearest Town: Whiteville
County: Columbus
Subdivision name (include phase/lot number): NIA
Directions to site (include road numbers, landmarks, etc.): 0.45 mile east of intersection of
SR1161 and U.S. 701 alone S U164
34°15'03"N 78°34'35"W
5. Site coordinates, if available (UTM or Lat/Long):
(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 waterbdy )
6. Describe the existing land use or condition of the site at the time of this application:
Rural Secondarv Road
7. Property size (acres): Less than 1.0 Ac.
8. Nearest body of water (stream/river/sound/ocean/lake): Bi Pond Branch
9. River Basin: Lumber River
(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/.)
Page 2 of 9
35 ft span timber
10. Describe the purpose of the proposed work: Remove Deteriorating
/concrete bridge and replace with twin-Off 120 inch CSP's with aluminum headwalls
11. List the type of equipment to be used to construct the project: Trackhoe Excavator
fnr demolition and removal and truck erine to lift pipes and headwall into place
12. Describe the land use in the vicinity of this project: Rural/A ricultural
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained
Includes
project (including all prior phases of the same subdivision) in the past, pleas explain.
date, and date permits and
the USACE Action ID Number, DWQ Project Number, application
certifications were issued or withdrawn. Provide photocopies useof previously
wetly ssu sdtre errmi?d
certifications or other useful information. Describe previously approved ect,
buffer impacts, along with associated mitigation (where applicable). IT Ihis i project, COT p oje th
list and describe permits issued for prior segments
construction schedules.
Jurisdiction determination b Richard S encer COE Jul 23 2001
V. Future Project Plans
ibe the
of future?
Are any additional permit requests anticipated for this
current
anticipated work, and provide justification for th
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. 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
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
Page 3 of 9
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. Wetland Impacts
etland Impact Area of Located within ** Distance to of Wetland***
Site Number Type of Impact* Impact 100-year Floo plain Near e t feet ream Type
indicate on ma acres es/no lin N/A
* t limited
List each impact separately and identify temporary impacts. Impacts include, but are no to: mechanized clearing, grading, tu?,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flood?surance Rate Maps
•* 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA)
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http1/xvww, fema.°ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0 ae
Total area of wetland impact proposed: 0 ac

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
etc. If stream relocation is
dams (separately list impacts dwell both structure and flood s?)°tc.) ? tea anon, ditch ng/straigh before
stabilization activities (cement rip-rap
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be include the nearest
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-961`6, o onltine at
www usgLM. Several interact sites also allow direct download and printing of USGS maps (e.g., Ww V. tOP07on. coin,
w??w matxtuest.a?m, etc.).
Page 4 of 9
2. Stream Impacts, including all intermittent and perennial streams
Cumulative impacts (linear distance in feet) to all streams on site: 60 LF
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Area of Type of Waterbody
Open Water Impact Name of Waterbody
Site Number lake, pond, estuary, sound,
Type of Impact* Impact if applicable) ba ,ocean, etc.
indicate on ma acres
N/A
I _J List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation impac If construction of a pond is proposed, associated wetland d ? o, sthe p p sedts should be
should
included above in the wetland and stream impact sections.
be described here and illustrated on any maps included with this application. ? wetlands
Pond to be created in (check all that apply): E] uplands stream
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
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 native, -impact
financial viability of the project. The applicant mayNet=e n not drawings feasible. Alsordiscuss lo vrimpacts
site layouts, and explain why these design options
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Roadway crosses Bi Pond Branch. Existin time n?rro v flood deteriorated beyond repair.
Steep overbanks along ilia Pond Branch create
Page 5 of 9
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC impacts to
Division of Water Quality for projects involving greater
feet of total one
impacts to perennial
freshwater wetlands or greater than or equal to
streams.
USACE - In accordance with the Final Notice o h Issuance and Modification
2000, mitigation will be ?equired when
Permits, published in the Federal Register on Marc _ are
imal Factors
necessary to ensure that adverse effects impact and aquatic ?elative value of the impacted
including size and type of proposed
propriate aquatic resource will be considered in determining acceptability op iape and practa d practicable
mitigation as proposed. Examples of mitigation that may pp estaishing and maintaining but are not limited to: reducing the size of the project; such as streams and replacing losses of
and/or upland vegetated buffers to protect open waters
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 tconcurrence shall be placed on he current guidelines for stream restoration
incomplete. An applicant may also choose to review
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strrnizide.lit m
1. Provide a brief description of the proposed mitigation
limited to: s t location t(atta?hldirections
as much information as possible, including, but /linear feet)
and/or map, if offsite), affected stream and river basin, type and amount (acreage
view,
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan
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.
Miti ation not required.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
nts
reviewed and approved before it can be used to satisfy 401/Wetlands rUnit if paymentpintoathe
will be notified early in the review process by
NCWRP is available as an option. For additional information regarding the application mlitin. process for the NCWRP, check the NCWRP website ilibox on?? page lthree/and provide
use of the NCWRP is proposed, please check the appropriate
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 of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federallstate/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant SEPA)?
requirements of the National or North
NEPA/SEPA document Policy Act all the SEPA
Note: If you are not sure whether
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 (DWQ Only)
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 bust be shown th DWQ
map, whether or not impacts are proposed to the buffers. Correspondence from
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Page 7 of 9
33
Will the project impact protected riparian buffers identified Bw0250 (Randleman 21Rules
3 .02and
(Meuse), 15A NCAC 2B .0259 (T lease 1 se NC AC t )?
Water Supply Buffer Requirements), I or oer u ?wered"yes", rovide the following information:
Yes ? No 2
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.
Impact Required
Zone* Multiplier Miti ation
s uare feet
3
1
1.5
Total
* Zone 1 extends out 30 feet perpendicular 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
all appropriatePmformation as
Payment into the Riparian
A NCAC 2Br .02Restoraton 42 or. 0260und). Please
identified within XI. Stormwater (DWQ Only)
the site.
Describe impervious acreage (both existing and proposed) versus total ace ag and wetlands
Discuss stormwater controls proposed in order to p
downstream from the property.
Erosion and sedimentation control plan will be in effect during construction.
XII. Sewage Disposal (DWQ Only)
ds and disposleio capacity (of the subject ac 1 y discharge) of
Clearly detail the ultimate treatment metho ilab
wastewater generated from the proposed project, or ava
N/A
XIII. Violations (DWQ Only)
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
Page 8 of 9
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).
None

Applicant/Agent's ignature llate
(Agent's signature is valid only if an authorizatio n letter from the applicant is provided.)
US Army Corp s Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee [redell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
NC 28801-5006
Asheville Cabarrus Graham Madison Stanley
,
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
0
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
Bridge 06 Replacement
B-3145 / SR 1164
Columbus County, North Carolina
Supplemental Permit Information
Columbus County Bridge Location Map
Location Map (USGS Whiteville, NC Quad)
NCDOT Design Plans
Page 1
Page 2
Pages 3-5
NCDOT Hydraulic Analysis of Proposed Culvert Pages 6-11
Color Photos w/ Map Index Pages 12-16
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DinsioN OF HIGHWAYS
COLUMBUS COUNTY
BRG.# 036 ON SR 1164
OVER BIG POND BR.
- SCALE. P= 50'HORIZ.
• "` 1"= 10' VERT.
SURVEY 1iY: Jvr luA,)J!.a
DRAWN BY. RLL
DESIGN BY. JVP
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RS=140 Upstream (Bridge)
106 i Legend I
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400
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Legend
Ground
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Bank Sta
RS=140 Upstream (Culvert)

400 600 Soo 1000 1200 1400
Station (ft)
600 800 1000 1200 1400

Plan: Plan 01 River: big pond branch Reach(( Riv Sta: 280: Profile: PF 1

E.G. Elev (ft) ! 97.36 Element Left OBChannel! Right OBI
Vel Head (ft) 0.17' Wt. n-Val. 1 1 0.0451 .
W.S. Elev (ft) 97.19' Reach Len. (ft) I 100.001 100.00', 100.00
Crit W.S. (ft) Flow Area (sq ft) ± 1 141.50!
1 C ! C?nnn lfflf4l n nm aza A-n lc fll 7 141 501
027r
0 Total (cfs) 470.00 i Flow (cfs) 470.001
Top Width (ft) 32.191 Top Width (ft) 32.191
Vel Total (ftls) j 3.321 Avg, Vel. (ft/s) j 3.321
Max I Dpth (ft) % 7.091 Hydr. Depth (ft) 1 4.401
Conv. Total (cfs) I 11619.61 Conv. (cfs) 1 11619.61
j Lcngth Wtd. (R) 100.00. Wetted Per. (ft) - .i j 36.081
Min Ch El (R) I 90.101 Shear (lblsq ft) 0.401
Alpha I 1.00; Stream Power (ibtft s) 1.331
Fretn Loss (R) 0.17' Cum Volume (acre-ft) 1 0.871
C 2 E Loss (R) j 0.00 Cum SA (acres) 1 0.201
0
L o L-?,t(?C
(?? l DEG ? 36?
Plan• Plan 01 River: big pond branch Reach: Riv Sta: 280 ) Profile: PF 2
(.? LCC
E.G. Elev (ft) 1 98.96 Element' - Left OB1 Channel Right OB
Vel Head (ft) 0.23 Wt, n-Val: 0.1201 0.0451 0.1201
1 W.S. Elev (ft) 1 98.73 Reach Len. (ft) 100.001 100.001 100.001
Crit W.S. (ft) Flow Area (sq ft) 5.01 i 194.161 13.031
E.G Slope (fb'ft) 0.001615 Area (sq ft) 5.011 194.161 13.031
Q Total (cfs) { 750.00' Flow (cfs) 1.161 745.831 3.01
Top Width (ft) _
91.99 Top Width (ft) 15.831 35.001 41.16
Vel Total (ft/s) 3.53 Avg. Vel. (ftfs) 0.231 3.841 0.231
Max Chi Dpth (ft) -' 8.63 Hydr. Depth (ft) 0.321 5.551 0.32
Conv. Total (cfs)' 18661.4 Conv. (cfs) 28.81 18557.71 75.0
Length d (ft) _
100.00 Wetted Per. (ft) 15.841 39.431 41.16
I Min Ch El (ft) 90.10 Shear(lb/sq ft)' 0.031 0.501 0.03
I Alpha 1.17 Stream Power (lb/ft s) 0.011 1.91 0.01
Frctn Loss (ft) 0.17 Cum Volume (acre-ft) 0.02! 1.201 0.04
C 8 (ft) I 0.00 Cum SA (acres) 0.061 0.221 0.16
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Plan: Plan 01 River: big pond branch Reach:l Riv Sta: 280 Profile: PF I
F.G_ Elev (ft) 97.42' Element Left OB Channel) Right OB?
1
Vel Head (ft) 0.17' Wt. 'n-Val. 0.0451
W.S. Elev (ft) 97.26; Reach Len. (ft) I 100.001 100.001 100.00!
Crit W.S.' (ft) Flow Area (sq ft) 143.591
E.G. Slope (ftlft) 0.0015721 Area (sq ft) 143.591
Q Total (cfs) 470.001 Flow (cfs) 470.00
Top Width (ft) 32.391 Top Width (ft) 32.39
Vel Total (ft/s) 3.27 • Avg, Vel. (ftls) 3.271
Max Chi Dpth (ft) 7.16' Hydr. Depth (ft) 4.431
Conv. Total (cfs) 11855.21 Conv. (cfs) 11855.21
Length Wtd. (ft) 100.00 Wetted Per, (ft) 36.321
Min Ch El (ft) 90.101 Shear (lblsq ft) I 0.391
1' Alpha 1.001` Stream Power (Ibtft s) 1.27
I Frctn Loss (ft) 0.16' Cum Volume (acre-ft)) 0.89
j C 8 E Loss (ft) 0.00' Cum SA (acres) 0.201
Ccc: C lays Cc ,
6RLL 3?
Plan: Plan 01 River: t
i E.G. Elev (ft) I
Vel Head (ft) -
1 W.S. Elev (ft) j
j Crit W.S. (ft)
E.G.. Slope (fUft)
Q Total (cfs)
Top Width (ft)
Vel Total (fUs) 1
I Max Chl Dpth (ft)
i Conv. Total (cfs)
1 Length Wtd. (ft)
Min Ch Ell (ft)
1' Al ha -
Frctn Loss (R)
1 C 8 E Loss (ft)
>ond branch Reach:( Riv Sta: 280 ) Profile: PF 2
?/,- C, ?o5t= D

99.25 Element Left OBI Channel1 Right OB1
0.20 Wt'. n-Val. 0.1201 0.0451 0.120
99.05'. Reach Len. (ft) 100.001 100.001 100.00
Flow Area (Sol ft)
0.0013191 Area (sq ft) 11.251
11.251 205.201
205.201 29.241
29.241
750.001 Flow (cfs)
120.371 Top Width (ft) l 3.071
23.711 738.931
35.001 8.00
61.661
3.051 Avg. Val. (ft/s) ? 0.271 3.601 0.27
8.951 Hydr. Depth (ft) 0.471 5.861 0.471
20653.6 Conv. (cfs) 84.61 20348.81 220.21
100.00 Wetted Per. (ft) 23.7311 39.431 61.66
90.10: Shear (Iblsq ft) I 0.041 0.431 0.041
1.37: Stream Power (lb/ft s) 0.011 1.541 0.011
0.14' Cum Volume (acre-ft) 0.041 1.251 0.101
0.001 Cum SA (acres) 0.101 0.221 0.27 j
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