20051437 Ver 1_Complete File_20050922

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Alan W. Klimek, P.E. Director
Division of Water Quality
September 22, 2005
Craven County
DWQ Project No. 20051437
APPROVAL OF 401Water Quality Certification with ADDITIONAL CONDITIONS and Neuse River Buffer
Rules O ? ? ?
D
Mr. C.E. Lassiter, Jr., P.E.
SEP 2 9 2005
NCDOT, Division 2
PO Box 1587
Greenville, NC 27835
WETLANDS AND S T? <?TOIWAT RI9BRAWH
Dear Mr. Lassiter:
You have our approval, in accordance with the attached conditions and those listed below, to impact 40 linear feet of
jurisdictional streams for the purpose of replacing a bridge with two Arch Type Pipes on an unnamed tributary of
Upper Broad Creek as necessary for the paving and widening of SR 1610 in Craven County. The project shall be
constructed in accordance with your application dated August 1, 2005 (received August 2, 2005). After reviewing
your application, we have decided that these impacts are covered by General Water Quality Certification Number
3404. This certification corresponds to the General Permit 31 issued by the Corps of Engineers. This approval is
also valid for the Neuse River Buffer Rules 15A NCAC 2B .0233. 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.
2.) All stormwater runoff shall be directed to sheetflow through stream buffers at nonerosive velocities, unless
approved otherwise by this certification.
3.) During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
4.) Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing
season following completion of construction.
N. C. Division of Water Quality 943 Washington Square Mall Washington, N.C. 27889
PAV inert l A0 Mn--
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Telephone[phone]
5.) The dimension, pattern and profile of the stream above and below the crossing should not be modified by
widening the stream channel or reducing the depth of the stream. Disturbed floodplains and streams should be
restored to natural geomorphic conditions.
6.) Any riprap used must not interfere with thalweg performance and aquatic life passage during low flow
conditions.
7.) All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
8) Discharging hydrosee4 mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited. `
9.) The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts
to areas within the fencing are prohibited unless otherwise authorized by this certification.
10.) There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this
permit without appropriate modification of this permit. Should waste or borrow sites be located in wetlands or
,stream, compensatory mitigation will be required since it is a direct impact from road construction activities.
11.) Pursuant to NCACI5A 2B.0233(6), sediment and erosion control devices shall not be placed in Zone 1 of any
Neuse Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved no sediment and
erosion control devices in Zone 1, outside of the approved project impacts, anywhere on this project. Moreover,
sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not
compromised and that discharge is released as diffuse flow.
12.) Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation, operation and maintenance of such Best Management Practices in order to protect surface
waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction
sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
13.) Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
14.) No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened
15.) The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or
other materials be dredged from the wetted stream channel under authorization of this permit, except in the
immediate vicinity of the culverts.
16.) All work shall be performed during normal or low flow conditions.
17.) All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1.
18.) A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division
Engineer and the on-site project manager.
19.) All protected riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored
to the preconstruction contours and revegetated with native woody species upon completion of the project
construction. A post-construction as-built with the restoration activities included shall be submitted to the
DWQ no later than 60 days after the project is closed out by the Department of Transportation.
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.
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 Garcy Ward at 252-948-3922.
Sincerely,
------------ -
for Alan W. Klimek, E.
Attachment
cc: Wilmington District Corps of Engineers
Mr. Bill Biddlecome, Corps of Engineers, Washington Field Office
M . Jay Johnson, DEO, NC DOT Div. 2
, r• Rob Ridings, NCDWQ, Wetlands/401 Unit
Central Files
File Copy
„a 5G17Fo?
Man.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS
GOVERNOR 08/01/05
Mr. Bill Biddlecomb
Washington Regulatory Field Office
U.S. Army Corps of Engineers 051437
P.O. Box 1000
Washington, NC 27889-1000
Dear Sir,
LYNDo TIPPETT
SECRETARY
Description of Project: Division Two is planning to widen and pave SR 1610,Walker Road and
will be replacing Craven Bridge Number 205, an existing 17'-10" timber deck on timber joists
on timber caps and"timber piles with 2 @ 87" x 63" x 40' CMP,Arch Type Pipes on SR 1610
over a tributary of Upper Broad Creek in Craven County. The project is located in the Neuse
River Basin. The pipes will be placed in an existing bridge location. The stream is not an
Anadromous Fish Stream.
NCDOT has avoided and minimized the impacts to jurisdictional resources to the greatest
extent possible as described in the General Permit 31 permit application. The remaining impacts
to jurisdictional resources will be 40 Linear Feet of Stream Impacts.
If you have any questions or need additional information, please call Jay Johnson at 252-830-
3490. Thank you for your prompt attention to this matter.
Sincerely:
Jay hnson
Division Environmental Officer
NCDOT, Division 2
DIVISION Two • P.O. Box 1587 • GREENVILLE, N.C. 27835
PHONE [phone] • FAx [phone]
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Office Use Only: Form Version April 2001
2 0 3 7
n?1QUSACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
$200.00 processing fee NCDOT Work order number: 2C.025007
1. 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: General Permit 31
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 (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P.O. Box 1587
Greenville. N.C. 27835
Telephone Number: 252 830 3490 Fax Number: 252 830 3341
E-mail Address:
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: Jav Johnson
Company Affiliation: Division 2 Environmental Officer
Mailing Address: Same as above
Telephone Number: Same Fax Number: Same
E-mail Address: jbiohnson( ,dot.state.nc.us
Page 3 of 12
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: SR 1610, Walker Road, Craven Coun
2. T.I.P. Project Number (NCDOT Only):
County: Craven Nearest Town:
Subdivision name (include phase/lot number): N/A
3. Directions to site (include road numbers N/A
4. Property Identification Number (Tax PIN): N/A
Location, landmarks, etc.):From Bridgeton, take NC 55 East For 1.8 miles, turn left onto
SR 1614 for 0.3 miles, right on SR 1613 for 1.8 miles, right on SR 1611 for 2.8 miles. SR
1610 will be on the right.
5. Site coordinates, if available (UTM or Lat/Long): UTM 18 321756 E 3897875 N or Lat:
35^ 12' 29" N Long: 76^ 57' 30"W ;or 35.2081A N 76.9582^ 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. Describe the existing land use or condition of the site at the time of this application:
Agricultural/Undeveloped Forests
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Upper Broad Creek
9. River Basin: Neuse
Page 4 of 12
(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/.)
10. Describe the purpose of the proposed work: Bridge to Pipe Replacement
11. List the type of equipment to be used to construct the project: _ Typical road construction
equipment.
12. Describe the land use in the vicinity of this project: Agricultural/Undeveloped Forest
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.
None
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No additional permit requests are anticipated in the near future.
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 5 of 12
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. Wetland Impacts No 404 Wetland Impacts

Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(S Ft) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

Total:
* 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.fcma'2ovv.
*** 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: None
Total area of wetland impact proposed: None
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length
of Impact
(linear
feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Culvert
Installation 409 Tributary of Upper
Broad Creek 20, Perennial

* List each impact separately and identify 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
Page 6 of 12
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.manduest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A

Open Water Impact
Site Number
(indicate on map)

Type of Impact* Area
of
Impact
(Sq.
Ft.)

Name Wate (if applicable)
Type of Waterbody
(lake, pond, estuary, sound,
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.
4. 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.
We are minimizing stream impacts by installing headwalls on the inlet and outlet ends of
the proposed pipe.
Page 7 of 12
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
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
htti)://h2o.enr.state.nc.us/ncwetlands/strrngide.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
Page 8 of 12
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
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wm/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested(square feet):
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
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 (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 buffers must be shown on a
Page 9 of 12
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 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
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. (Less than 40 Linear Feet)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 0 3
2 0 1.5
Total 0
* 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 / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
No Buffer Mitigation is reauired
XI. Stormwater (DWQ Only)
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.
Proposed side ditches will dissipate into the adiacent stream buffer and not directly into the
tributary.
XII. Sewage Disposal (DWQ Only)
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 12
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
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).
Applicant/Age Si' atu Date
(Agent's signa re is lid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 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 Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Union
Watauga
Yancey
Wilson
Yadkin
Page 11 of 12
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PROJECT NO. 2C.025007 CROSS SECTION OF
BRIDGE NUMBER 205
DATE 07-27-05 SR 1610
ROAD SR 1610 , WAR ROAD
ROAD NAME WALKER ROAD CRAVEN COEWTY
EXISTIIKG BRIDGE:
COUNTY CRAVEN
19 CLEAR ROADWAY
17'-10" LONG
17'10" SR 1610
.3 q MwL I 2.5'
1S, _ I

NOT TO SCALE

PROPOSED 2 @ 87"x63»x40' CORRUGATED
ALUMINUM PIPESARCH
SR 1610
21' ?-
2.0'
„ w
W Z Z p
CAPA CAPA M w w o 2 :2 Z)
5.25 ' 87 " X 63 " 87 " X 63 > x
OM/MMUM BEDUAG 12 Gauge 2' 12 Gouge PROPOSED RIP RAP a END v) (L TOP VIEW a
OF PIPE c?
z o o z
10. w w
N
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- x o o w
w w w
YNDENCQf PROMSED PIPE

DITCH
SAMILL N07- TO SCALE DITCH P PIP
IO'
EXCAVATION ABOVE N W Lo FINISHED EARTH SLOPE AS REQUIRED
3'w x 441 x 2.0'd = 132 SQUARE FEET

EXCAVATION BELOW NWLa PROPOSED RIP RAP @ END
C PIPE
2Yw x 441 x 2.5'd = 924 SQUARE FEET

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