20050194 Ver 1_Complete File_20060208

a
wArFgQ?
f
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 8, 2006
Camden County
DWQ Project No. 20050194
?ez4 20
?
QST??kQUq os
o?'
4fWq7?R,91tqNCN
MODIFICATION of APPROVAL OF 401Water Quality Certification with ADDITIONAL CONDITIONS
Mr. Anthony Roper, P.E.
NCDOT, Division 1
113 Airport Drive, Suite 100
Edenton, NC 27932
Re: Modification to Certification Pursuant to Section 401 of the Federal Clean Water Act, Modification
to the Road Widening of and Pipe Replacements under NC 343 in Camden County.
Dear Mr. Roper:
You have our approval, in accordance with the attached conditions and those listed below, for the following impacts
to 404 jurisdictional wetlands and streams for the purpose of road widening; and pipe replacement on unnamed
tributaries to the Pasquotank River, on NC 343 in Camden County.
Impacts Approved:
The following impacts are hereby approved as long as all of the other specific and general conditions are
met. No other impacts are approved including incidental impacts:
Stream Impact
Site Number Stream Impact (pipe fill)
(linear feet) Wetland Impact (fill)
(acres)
Site 1 4 0.001
Site 2 3 0.001
Site 3 0 none
Site 4 10 0.001
Site 5 4 none
Site 6 4 0.001
Site 7 12 0.001
Site 8 0 none
Site 9 10 none
Site 10 6 none
Site 11 4 none
Site 12 4 none
Site 13 1 none
Site 14 10 none
Total: 72 linear feet 0.005 acres
The project shall be constructed in accordance with your application dated January 26, 2006. All the authorized
activities and conditions associated with the original Water Quality Certification dated January 25, 2005 and all
subsequent modifications (May 11, 2005) still apply except where superseded by this certification. After reviewing
your application, we have decided that these impacts are covered by General Water Quality Certification Number
E
N. C. Division of Water Quality 943 Washington Square Mall Washington, N.C. 27889 Telephone [phone]
FAX [phone]
a
3404. This certification corresponds to the Nationwide Permit 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 issued by the US Army Corps of Engineers (this condition
supercedes Condition 19 of General Certification 3404 issued on March, 2003).
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 40 UWetlands 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.) 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.
5.) Any riprap used must not interfere with thalweg performance and aquatic life passage during low flow
conditions.
6.) 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.
7.) 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.
P
8.) Discharging hydroseed 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.) 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.
12.) No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened
13.) 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.
14.) All work shall be performed during normal or low flow conditions.
15.) All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1.
16.) 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.
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.
Si cerely,
4W.' for Alan ek, P.E.
Attachment
cc: Wilmington District Corps of Engineers
Mr. Bill Biddlecome, Corps of Engineers, Washington Field Office
Wanda Gooden, DCM, 1367 US 17 S. Elizabeth City, NC 27909
Cathy Brittingham, DCM, 1638 Mail Service Center, Raleigh, NC 27699
Mr. Clay Willis, DEO, NC DOT Div. 1
Mr. Rob Ridings, NCDWQ, Wetlands/401 Unit
Central Files
File Copy
J
WQC #3404
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (14) of the Corps of
Engineers regulations (Nationwide Permit No. 14 and Regional General Permit 198200031) and
for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. The category of
activities shall include any fill activity for road crossings and is limited to fill less than one-third
acre in tidal waters and less than one-half acre in non-tidal waters. This Certification replaces
Water Quality Certification Number 2177 issued on November 5, 1987, Water Quality Certification
Number 2666 issued on January 21, 1992, Water Quality Certification Number 2732 issued on
May 1, 1992, Water Quality Certification Number 3103 issued on February 11, 1997, Water
Quality Certification Number 3289 issued on June 1, 2000 and Water Quality Certification
Number 3375 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-
authorizes Nationwide Permit 14 or Regional General Permit 198200031 or when deemed
appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and stream
bed and/or bank hardening are considered to be permanent stream impacts. Any
activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, dredging and complete shading shall be considered
stream impacts. Enumeration of impacts to streams shall include streams enclosed
by bottomless culverts, bottomless arches or other spanning structures when a 404
Permit is used anywhere in a project unless the entire structure (including
construction impacts) spans the entire bed and both banks of the stream, is only
used for a road, driveway or path crossing, and is not mitered to follow the stream
pattern. Impacts for dam footprints and flooding will count toward the threshold for
stream impacts, but flooding upstream of the dam will not (as long as no filling,
excavation, relocation or other modification of the existing stream dimension, pattern
or profile occurs) count towards mitigation requirements.
Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, draining, and flooding shall be considered wetland
impacts. Enumeration of impacts to wetlands shall include activities that change the
hydrology of a wetland when a 404 Permit is used anywhere in a project.
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
V
WQC #3404
• Lakes and Ponds - Lake and Pond Impacts Enumeration- Impacts to waters other
than streams and wetlands as determined by the Division of Water Quality shall be
measured as area. Permanent and/or temporary water impacts shall be enumerated
on the entire project for all impacts proposed regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of aquatic functions
including but not limited to filling and dredging shall be considered waters impacts;
2. Proposed fill or substantial modification of wetlands or waters (including streams) under
this General Certification requires application to and prior written concurrence from the
Division of Water Quality;
3. Application to and payment of a fee to DWQ is not required for construction of a driveway
to a single family lot as long as the driveway impacts less than 25 feet of stream channel
including any in-stream stabilization needed for the crossing;
4. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman,River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 213.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 2B .0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
wpter quality to the maximum extent practicable through the use of best management
practices;
5. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 213.0212 (WS-1), 26.0213 (WS-II),
2B .0214 (WS-III) and 26 .0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before-the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
6. Additional site-speck stormwrater management requirements may be added tathis
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-speck stormwater
management shall be designed to remove 85% TSS according-to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
t WQC #3404
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands -Unit) shall be constructed and operational,
and the stormwatef management plan (as approved by the Wetland"s`Unit)`shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
7. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQ-W, Tr, WS-1 and WS-II unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
8. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee.
If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted through the Division of Coastal Management and will be the higher of the two
fees;
9. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
impacts to 150 linear feet or more of streams and/or one acre or more of wetlands. For
linear public transportation projects, impacts equal to or exceeding 150 feet per stream
may require mitigation. In addition, buffer mitigation may be required for any project with
Buffer Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer
Rules or require a variance under the Buffer Rules. A determination of buffer, wetland
and stream mitigation requirements shall be made for any Certification for this Nationwide
Permit. The most current design and monitoring protocols from DWQ shall be followed
and written plans submitted for DWQ approval as required in those protocols. When
compensatory mitigation is required for a project, the mitigation plans must be approved
by DWQ in writing before the impacts approved by the Certification occur, unless
otherwise specified in the approval letter. The mitigation plan must be implemented and/or
constructed before any permanent building or structure on site is occupied. In the case
of public road projects, the mitigation plan must be implemented before the road is
opened to the travelling public. Projects may also be implemented once payment is made
to a private mitigation bank or other in-lieu fee program, as specified in the written
concurrence of 401 Certification for a project. Please note that if a stream relocation is
conducted as a stream restoration as defined in The Internal Technical Guide for Stream
Work in North Carolina, April 2001, the restored length can be used as compensatory
mitigation for the impacts resulting from the relocation;
V
WQC #3404
10. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel, to the
maximum extent practical. The new channel should be constructed in the dry and water
shall not be turned into the new channel until the banks are stabilized. Vegetation used for
bank stabilization shall be limited to native woody species, and should include
establishment of a 30, foot wide wooded and an adjacent 20 foot wide vegetated buffer on
both sides of the relocated channel to the maximum extent practical. A transitional phase
incorporating coir fiber and seedling establishment is allowable. Also, rip-rap may be
allowed if it is necessary to maintain the physical integrity of the stream, but the applicant
must provide written justification and any calculations used to determine the extent of rip-
rap coverage requested. If suitable stream mitigation is not practical on-site, then stream
impact will need to be mitigated elsewhere;
11. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above
structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
12. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
13. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
14. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
15. Measures shall be taken to prevent live or fresh concrete from coming into contact with
freshwaters of the state until the concrete has hardened;
16. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
17. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
WQC #3404
Certifications. For road construction purposes, this Certification shall only be utilized from
natural high ground to natural high ground;
18. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
19. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 14 or Regional General Permit
198200031, whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water duality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
WQC # 3404
STATE OF NORTH CAROLINA
January 26, 2006
DEPARTMENT OF TRANSPORTATION C6
MICHAEL F. EASLEY
GOVERNOR
Division of Water Quality
934 Washington Square Mall
Washington, N.C. 27889
Attention: Garcy Ward
o?
ps?N? TORRQL ???
Myq???y
LYNDO TIPPETT
SECRETARY
05-0 /,70 V17/ v. 3 --'(, ,Jr 4
Subject: Revised notification request for a NW 14 permit for pipe replacements on NC 343 in Camden
County.
This is a revised notification from the North Carolina Department of Transportation requesting a
NW 14 permit for pipe replacements on NC 343 in Camden County. The existing pipes are failing and
need to be replaced to ensure adequate hydraulic flow through the roadway. NCDOT would like to
lengthen some of the pipes to a uniform shoulder section, creating safer conditions for the public. There
are fourteen pipe locations within jurisdictional areas. The pipe replacements impact a total of 72 linear
feet of stream impacts and 0.005 acres of wetland impacts. NCDOT plans to widen the pavement from 20'
to 24'. There are no plans to relocate the existing roadside ditches. A PCN form, permit drawings, and site
location maps are included in this application. The U. S. Army Corps of Engineers has permitted two pipe
replacements associated with the widening of NC 343 under Action I.D. numbers 200510533 and
200510534 in May 2005. N.C. Division of Water Quality issued a corresponding 401 certification, project
number 050194 for the two pipes in May 2005. After further review, NCDOT has decided to replace the
pipes included in this packet and would like to include them under the same permit. The North Carolina
Ecosystem Enhancement Program (EEP) will provide mitigation for 80 linear feet of stream impacts and
0.005 acres of Riverine wetland impacts. This includes the 8 linear feet of stream impacts for the pipe
replacement 8.2 miles from the intersection of US 158 and NC 343 that has already been permitted. If you
need any additional information or have any questions concerning this project please call me at 252-482-
7977.
Sincerely,
Anthony Roper, PE
Division One Engineer
Lw
Clay Willis
Division One Environmental Officer
Cc Bill Biddlecome, USACOE
Rob Ridings, DWQ
Travis Wilson, WRC
Office Use Only: G Form Version April 2001
USACE Action ID No. DWQ No. 0 S-0 ` ( 4/ V. 3
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
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: NW 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Clay Willis, NC DOT Division One Environmental Officer
Mailing Address: 113 Airport Dr. Suite 100 Edenton, NC 27932
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tcwillisn.dot.state.nc.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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 13
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: NC 343 , Camden County
2. T.I.P. Project Number (NCDOT Only): WBS # 39415
3. Property Identification Number (Tax PIN):
4. Location
County: Camden County Nearest Town: South Mills
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take US 158 from Elizabeth City
to Camden, then turn left on to NC 343 at stoplight in front of Camden County High School
The project starts from the intersection of US 158 and NC 343.
5. Site coordinates, if available (UTM or Lat/Long) Site 1 36.32897 N 76.17375 W,
Site 2 36.33825 N 76.18870 W Site 3 36.36026 N 76.20656 W Site 4 36 37370 N
76.21657 W, Site 5 36.38151 N 76.23720 W Site 6 36.38619 N 76 25002 W Site 7
36.38917 N 76.25412 W, Site 8 36.39955 N 76.27148 W, Site 9 36.39977 N 76.27160 W
Site .10 36.40599 N 76.27967 W Site 11 36.41593 N 76.29018 W Site 12 36 42645 N
76.30047 W, Site 13 36.43600 N 76.30992 W, Site 14 36.44640 N 76.32460 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, woodland, rural residential area.
7. Property size (acres): 94.5 acres (13 miles long by 60 feet of right of way)
Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributaries to Pasq_uotank
River .
Page 4 of 13
9. River Basin: Pasquotank
(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.ne.us/admin/maps/.)
10. Describe the purpose of the proposed work: To replace structurally failing pipes at
fourteen locations that allow water to move under the roadbed and down its drainage path.
11. List the type of equipment to be used to construct the project: backhoe, grader, excavator,
crane, paving equipment and dump trucks.
12. Describe the land use in the vicinity of this project: rural, agriculture, woodland
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.
Action I. D. number 200510533, and 200510534. Issued May 4 2005.
DWQ Project Number 050194. Issued May 18 2005.
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. NCDOT decided to include the pipes on this PCN after revaluating the
condition of the pipes.
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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 13
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Site 1 Fill 0.001 Yes Adjacent Riverine
Site 2 Fill 0.001 Yes Adjacent Riverine
Site 4 Fill 0.001 Yes Adjacent Riverine
Site 6 Fill 0.001 Yes Adjacent Riverine
Site 7 Fill 0.001 Yes Adjacent Riverine

* 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 ht!p://www.f*ema.gtiv.
*** 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: 5.0 acres
Total area of wetland impact proposed: 0.005 acres
2. Stream Impacts, including all intermittent and perennial streams:
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 secify)
Site 1 - Stream Pipe Fill 4 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 2 Stream Pipe Fill 3 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 3 Stream Pipe Fill 0 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 4 Stream Pipe Fill 10 Unnamed tributary to 10-12 feet Perennial
Pasquotank River
Site 5 Stream Pipe Fill 4 Unnamed tributary to 10-12 feet Perennial
Pasquotank River
Site 6 Stream Pipe Fill 4 Unnamed tributary to 10-12 feet Perennial
Pasquotank River
Site 7 Stream Pipe Fill 12 Unnamed tributary to 7-95
feet
Perennial
Pasquotank River
Page 6 of 13
Site 8 Stream Pipe Fill 0 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 9 Stream Pipe Fill . 10 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 10 Stream Pipe Fill 6 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 11 Stream Pipe Fill 4 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 12 Stream Pipe Fill 4 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 13 Stream Pipe Fill 1 Unnamed tributary to 6-8 feet Perennial
Pasquotank River
Site 14 Stream Pipe Fill 10 Unnamed tributary to 10-12 feet Perennial
Pasquotank River
* 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, ditch ing/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.usQs.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: 80 linear feet
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres)
Name Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary,
p ary, sound,
ba ,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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Page 7 of 13
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
All upgrades to pipes are on existing alignment. BMP's will be in place to reduce impacts to
adjacent water bodies and wetlands.
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
http://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
Page 8 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The North Carolina Ecosystem Enhancement Program will provide 80 linear feet of stream
iMpacts and 0.005 acres of Riverine wetland impacts.
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.ne.us/wrp/index.htin. 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): 80 Feet
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): 0.005 acres
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
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
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Page 9 of 13
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 213 .0233
(Meuse), 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 N/A 3
2 1.5
Total
Zone I 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
identified within 15A NCAC 213 .0242 or .0260.
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.
Impervious surface area will be increased due to the widening; of the roadwav surface by 2 feet
on either side. This will result in 6.3 acres of additional impervious area through the entire
project.
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.
Page 10 of 13
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A 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 constraints from protected species on this project due to the absence of habitat
within the existing corridor. NCDOT work is within the existing alignment and disturbed
corridor, no work outside of this area is being proposed.

Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 13

STATE OF NORTH CAROLINA
D?
0
??N FNa 2
OSANOW ??WAA 7
B
DEPARTMENT OF TRANSPORTATION ?"Cy
MICHAEL F. EASLEY
GOVERNOR
January 17, 2006
Division of Water Quality
934 Washington Square Mall
Washington, N.C. 27889
Attention: Garcy Ward
o 'n I q4.1
LYNDO TIPPETT
SECRETARY
v. 3
Subject: Notification request for a NW 14 permit for pipe replacements on NC 343 in Camden County.
This is a notification from the North Carolina Department of Transportation requesting a NW 14
permit for pipe replacements on NC 343 in Camden County. The existing pipes are failing and need to be
replaced to ensure adequate hydraulic flow through the roadway. NCDOT would like to lengthen some of
the pipes to a uniform shoulder section, creating safer conditions for the public. There are fourteen pipe
locations within jurisdictional areas. The pipe replacements impact a total of 72 linear feet of stream
impacts and 0.005 acres of wetland impacts. NCDOT plans to widen the pavement from 20' to 24'. There
are no plans to relocate the existing roadside ditches. A PCN form, permit drawings, and site location maps
are included in this application. The U. S. Army Corps of Engineers has permitted two pipe replacements
associated with the widening of NC 343 under Action I.D. numbers 200510533 and 200510534 in May
2005. N.C. Division of Water Quality issued a corresponding 401 certification, project number 050194 for
the two pipes in May 2005. After further review, NCDOT has decided to replace the pipes included in this
packet and would like to include them under the same permit. If you need any additional information or
have any questions concerning this project please call me at 252-482-7977.
Sincerely,
Anthony Roper, PE
Division One Engineer
Clay Willis
Division One Environmental Officer
Cc Bill Biddlecome, USACOE
Rob Ridings, DWQ
X'z
C, ?,:
A#
k.
Office Use Only: / ?F,oorrm Version April 2001
USACE Action ID No. DWQ No. D 50 ` /
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
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: NW 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Clay Willis, NC DOT Division One Environmental Officer
Mailing Address: 113 Airport Dr. Suite 100 Edenton, NC 27932
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tcwillis(a),dot.state.nc.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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 14
1
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: NC 343 , Camden County
2. T.I.P. Project Number (NCDOT Only): WBS # 39415
3. Property Identification Number (Tax PIN)
N/A
4. Location
County: Camden County Nearest Town: South Mills
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take US 158 from Elizabeth City
to Camden, then turn left on to NC 343 at stoplight in front of Camden County Hi School.
The project starts from the intersection of US 158 and NC 343.
5. Site coordinates, if available (UTM or Lat/Long) Site 1 36 32897 N 76.17375 W
Site 2 36.33825 N 76.18870 W Site 3 36.36026 N 76.20656 W Site 4 36.37370 N
76.21657 W Site 5 36.38151 N 76.23720 W Site 6 36.38619 N 76.25002 W Site 7
36.38917 N 76.25412 W Site 8 36.39955 N 76.27148 W Site 9 36.39977 N 76.27160 W
Site 10 36.40599 N 76.27967 W Site 11 36.41593 N 76.29018 W Site 12 36.42645 N
76.30047 W Site 13 36.43600 N 76.30992 W Site 14 36.44640 N 76.32460 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, woodland, rural residential area.
7. Property size (acres): 94.5 acres (13 miles long by 60 feet of right of ways
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributaries to Pasquotank
River
Page 4 of 14
9. River Basin: Pasquotank
(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: To replace structurally failing pipes at
fourteen locations that allow water to move under the roadbed and down its drainage path.
11. List the type of equipment to be used to construct the project: backhoe, grader, excavator,
crane, paving equipment and dump trucks.
12. Describe the land use in the vicinity of this project: rural, agriculture, woodland
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.
Action I. D. number 200510533, and 200510534. Issued May 4, 2005.
DWQ Project Number 050194. Issued May 18, 2005.
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. NCDOT decided to include the pipes on this PCN after revaluating the
condition of the pipes.
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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 14
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Site 1 Fill 0.001 Yes Adjacent Riverine
Site 2 Fill 0.001 Yes Adjacent Riverine
Site 4 Fill 0.001 Yes Adjacent Riverine
Site 6 Fill 0.001 Yes Adjacent Riverine
Site 7 Fill 0.001 Yes Adjacent Riverine

* 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 I-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.)
List the total acreage (estimated) of existing wetlands on the property: 5.0 acres
Total area of wetland impact proposed: 0.005 acres
2. Stream Impacts, including all intermittent and perennial streams:
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 specify)

Site 1
Stream Pipe Fill
4 e utary to
Unna Pasquot_% v r
3-5 feet
Perennial
Site 2 Stream Pipe Fill 3 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 3 Stream Pipe Fill 0 Unnamed tributary to ? 3-5 feet Perennial
Pasquotank River
Site 4 Stream Pipe Fill 10 Unnamed tributary to 10-12 feet Perennial
Pasquotank River
Site 5 Stream Pipe Fill 4 Unnamed tributary to 10-12 feet Perennial
Pasquotank River
Site 6 Stream Pipe Fill 4 Unnamed tributary to 10-12 feet Perennial
Pasquotank River
Site 7 Stream Pipe Fill 12 Unnamed tributary to 7-9 feet Perennial
Pasquotank River
Page 6 of 14
Site 8 Stream Pipe Fill 0 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 9 Stream Pipe Fill 10 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 10 Stream Pipe Fill 6 Unnamed tributary to 3-5 feet Perennial
Pasquotank River
Site 11 Stream Pipe Fill 4 Unnamed tributary to 3-5 feet Perennial
? Pxs??et:eak-R?=

Site 12
Stream Pipe Fill C?
4
Unnamed tributary to
Pfff,u t
3-5 feet
Perennial
Site 13 Stream Pipe Fill 1
J o Unnamed tributary to
?? D - - --fiver 6-8 feet Perennial
Site 14 Stream Pipe Fill 10 Unnamed tributary to 10-12 feet Perennial
r
* List each impact separately and identify temporary impacts-Ympacts 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.mapqucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 72 linear feet
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Watee) Type of Waterbody
(lake, pand 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Page 7 of 14

Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
All upgrades to Wipes are on existing alignment. BMP's will be in place to reduce impacts to
adjacent water bodies and wetlands.
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
hLtp://l12o.enr.state.nc.us/'ncwetlands/stringide.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
Page 8 of 14
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.
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:/ih2o.enr.state.nc.us,lwmp/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): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
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
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Page 9 of 14
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, )?
Yes ? No E 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 N/A 3
2 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 / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
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.
IIme_rvious surface area will be increased due to the widening of the roadwav surface by 2 feet
on either side. This will result in 6.3 acres of additional impervious area through the entire
project.
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.
None
Page 10 of 14
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).
There are no constraints from protected species on this project due to the absence of habitat
within the existing corridor. NCDOT work is within the existing alignment and disturbed
corridor, no work outside of this area is being proposed.
/ l LO co
Applicant/Agent's Signatur Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 14
4 Pipe Replacements on NC 343 in Camden County located in the Pasquotank
River Basin. Distances are from the NC 343 and US 158 intersection.
N
W +E
S
Pipe Replacements on NC 343 in Camden County located in the Pasquotank
River Basin. Distances are from the NC 343 and US 158 intersection. (cont.)
_ ? "1 ?, Cr. f r 5 , i i
_ tt 6 i
r 4=: - Site 5 -5.6 Wailes
Existing Pipe - 56' x 54" RCP
k
Proposed. Pipe - 60' x 54" CAA?1
r Y , r r _ 0.001 acres of wetland impacts s +
4 linear.feet-of stream impacts
!.5
{ 24K Quad Name`=iambs Corner
k Y
38151 N 76.237201111
l? ' ?'f"' 4•-- art:- `4.S - 3 `?"' ,,,.'' _
4.2 P*
Lam4s orne g?4 s
Existinq Pipes 2 X60` z d8" f?CP by _
'proPose es 70 x,48" CAA PaPe A
= . p j z
0.001 spies ofwetla6d itrfpacts
f !
10 linear feet of stream impacts
-- --- 11- .r -- -- . _ 24K Quad Natrie'?-Etizai$?#h-it3r
36.3737Q Nc',7B.21657 iAt ? ,` yr
1- r r ?.j J
t F
IS
AZL,
0 4!
c 4 {.
Rte
' t 8r -? I a _ :1 Vii" • ..
N
W +E
S
Pipe Replacements on NC 343 in Camden County located in the Pasquotank
River Basin. Distances are from the NC 343 and US 158 intersection. (cont.)
r
X i
35 Site 10 - 8.6 miles
Existing Pipe - 48' x30" RCP
° '
•-. Proposed Pipe - 60' 3°6
+& linear feet of stre;m impacts ?
24K Quad Name - Larztbs Copper -__--
._
-- -? -_36:4999-N 7-6.2798']` VV-,-
Site -----
'-'•' •~ +^ '_ ?'+ ' 9 - 8.05 miles
` y ??"w ?? •;i` Existing Pipe - 46'x 30" RCP
Proposed Pipe - 56', x 36" CAA
10 linear feet of stream impacts
`? ?y- - - .24K Quad Name - (ambs Corner
"" ? ? " " ` - -_ _-•` ? 36.39977 N 76.271 -VV
_ m
f
41
--
Site 8 - 8.0 miles 12
• 24
,7 --d,- _, Existing Piper 66'x 24" RCP
Proposed Pipe - 66'x 24" CAA 36
No Impacts
Burnt-
_ 24K Quad Name - Lambs Corner •y
r•"_., - 36.39955 N 76.27148 W ?} ••'
'a ??'"_ '"1? - - - ----' -- - -- ? Burnt Msiis'
Pipe -
x
x
S t Y +.

If I
4.' ' ?J.DI
I`f
co I
II x;51" CAA .
i;pacts
of stream inhpacts
me - Lambs Corner
6.25412 W `
t'! _
> j
.Y
I
-- _- - - _ ?- .r- t.
+A r - + i G
ite its
V-o; Existing Riper - ' x 48" RCP
Proposed; Pipes - 2 @ 60 x "CAA Pipe ce l;
4..? 4 linear feet of stream impacts _
Quad Name - South Mills
Y - - y - 36 )8619 N 76 25002 W s `-

S-
-•!
_ 1

f
:- r
r

N
W +E
S
Pipe Replacements on NC 343 in Camden County located in the Pasquotank
River Basin. Distances are from the NC 343 and US 158 intersection. (cont.)
t t.
Site 14 -112.6 miles
Existing Ripe - 3 @ 50'x 36" RCP, `
} Propose Pipe - 3 @ 60' x 42" CAA
10 linear feet of stream impacts
-24K Quall Name - Lambs Corner p
---36.4464&N 76.3246O W i,' -- -
:?Cem I _
South Mills Temity Ch _ -y_L 7th
..• ,? _ = --tom ? _.. - ,? ? " °-,. - ,? ? ?j ?- -__
G •? /• JCICi / •.? ! ?e ' .Er tea'. -cr-? N'.'il
?. - - %. i?3 - - - / ?_ ?.. a•- mss: l .. • # .t - - 11 - 1 .
•: .ifs ?? 1 ;8 ...:- .t- -u- ?- -a a• ?\
M { \. a 4 I L2%
1
r ?Stte 13 - 4 ml? ,4 r Johnsons taez
RaP. -!• e-:
T - - Existing Pi -e 58'j630"
Proposed Pipe -, 60' x'4?.'rCAA % Site 12 -10.1 •mlfps
.a+y;
-_ - ?° _ •_ 1 inear foot of stream` irrrR& 3.5 Existing Pip - 661, x 4 " RCP
24K Quad Name - Lambs Corner Proposed Pi - 61?-,x 8" CAA
;+- 36..43600 N 7630992 W 4 linear feet df stream impacts
K Quad Nar e - Lambs Corner
c } i I
36 42645 N 7630047 - -
Site 11 9.9 miles ? _ -
---
- =? '. - - -€kis-ting P-ipes - 48' x RCP I %f
Proposed Pipes - 52 x 6" CAA Pipe
s
-? ; --- - 4 `linear feet'of stream impacts I 'i5
24K Quad Name - Soutl -Mills
1 - - _ - - .? `?-
36.41593 N 76.2018 W! _-?--
t< Y I 4 ..?? -sue f a Ce
N
W +E
S
-k -k
PROPOSED HEADWALL -
? -
-IE%'T#t aT nLC W
PROPOSED
56'x 48" CAA -
ARCH PIPE
WETLANDS
-k -k 57 SQ.FT.
IMPACT
I
-k -C
EXISTING 04TOLINIt -i7
F/7//7 = WETLAND IMPACT
(PROPOSED)
EDGE OF PAVEMENT ;
- - - - - - - - - - - - - - - - -
(EXISTING} - ------------
1 1
1 I
I 1
NC 343
TO CAMDEN -?
----4 -- ----------- -1--- ------ -
-- , TO SOUTH MILLS
NC 343
EXISTING
48'X 36" RCP
_ _ 1,,LXISTING1-
EDGE OF PAVEMENT
PIPE DETAIL (PROPOSED)
I DRIVE
MILE POST 0.1
szT? .1 '
_ PARKING LOT
PARKING LOT
NOTE: STREAM
PLACE CLASS B RIP-RAP
AROUND ENDS OF PIPE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDEN DRAWN BY: A. L. MULDER
WBS ELEMENT: 39415 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: 11 = 10'
LAT. = 36.32897 N LONG. = 76.17375 W

i
OM2
?
0
!3
W I? v x I (mil
r- 0 h ? °? I H I
? J m m ; X `\
1 n? m ;?
1 1
? O I n d X I W
? N Uf 10.
?Tf y nO z x ? n y
co LAI
m ? moo' w
m i r
Acs 1 ?? yD m
p?0 I rnX I rn D 1 _ A
iy zvE! ' I v > ; ?- • r 0 t
v?mv OD n 1 N
My ? _ I o
c
0-0 1
N m 0 >0 1 lot?
Z 7vm V
m 2p i r_
y c ? /
1 / A
C O 1 ? 'off col
y ?°, x I m mX 1 /
b° H b I v
II y y t Eel 1 1 / ?/,
e a
a b b y k ; // ('?
Go h x y N Q ?y.? 0
o O y .RI ti Z l
Z o b
n
N to
c N
?? b b ?a?' ti d y m
n a x boa ?? v
C !e to ci
K? H y I ti ?=?rrtt "o
a ? .b a y a O p ? D O?
w o ?0
N Dm
cn °o b r v

-k
WOODS
?-
PROPOSED
60'x 30' CAA PIPE
(PROPOSED)
WETLANDS
36 SOFT.
IMPACT k -vi
WOODS
1 1 i
1
I I EXISTING DITCHLINE
= WETLAND IMPACT
EDGE OF PAVEMENT
- - - - - - - - - - - - - - - - -
(EXISTING)
---- `-----
E TO SOUTH MILLS
NC 343
PIPE DETAIL
MILE POST 1.2
S 1 Tel Z
-_,` EXISTING_ITCH, LINE
WOODS
NOTE:
PLACE CLASS B RIP-RAP
AROUND ENDS OF PIPE
NC 343
TO CAMDEN -}-
- - - - - - - - -
EXISTING
,54'x 24" RCP
i (EXISTING)
-----------------
EDGE OF PAVEMENT
(PROPOSED)
EXISTING DITCHLINE
WOODS
STREAM
NORTZf CAROZ11VA
"EPAR TMENT OF TRA 11I S.POR TA TION
JDIVISION OF HIGHWAYS
COUNTY. CAMDEX DRAWM BY: A.L. MULDER
WBS ELEMENT: 39415 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: 1- = 10'
LAT. 36.33825 N LONG. = 76.18870 W
VU ??
r
I
O
-o
h °
m
v
m
n
A
y v
C) w3
b
z
?oQ
o?
m
m
m M
8mm
1
Z
a
h
a
y
c
? b o
?+ C
? C
y

C b
N
)
e
b a
b y
`" bq x c
y
bQ h O
x ? x O ?

h to
y
''ya
y
h b b
a s "?+ a O
r
ti
y s c ? ?ya
a ¦ ? a y a

ti
00
h
p o h
w ? ?'

I
m I

/ 7o L<
Z I
I

I p z .a I
I
1 x

w
? I
I
I

? I
I i 0
I

o
c O

1 n?
j g0 I
I
o m
00
I
S n Z
C'1
<
O
m
_? I
I w rn _{ w
Z zo

? mx I
I ?
I m
??
o I ?_
I
? I

? I
m
O
m
C
1
I
I m
?

x y

b ?•
o W
b

O
h
Ln

N

A
O ti

P

Z
O
m
v
n-?
?O
-o
DO
9 m
=D
m c?
x
w
O
k
z
m
m
D
I --fir
I ?
I ?
I
I ?
I ?
I ?
I X
I N
I A
I
I .Q
I
I
i
I
I
I
I
L
I
I
I
I t
I /
I /
I
I /
I r
t /
I /
Ir /
0
N

Z
n
w
w
'S,oR?U7(ljy.
FRe?cy
b
h
y
m
N
A ?
N
rQr_
vJ
` J
y

I I
-to I REAM
WOODS
PROPOSED HEADWALL -
lVKMI k DITCHLM
WOODS
EXISTING DITCHUNt-
PROPOSED
56'x 48" CAA
ARCH PIPE
(PROPOSED)
tUUt VF PAVtMENT '
- - - - - - - - - - - - - - - - --
(EXISTING)
r I
r I
r r
NC 343
r r
TO CAMDEN -?--
r r
----4 - - - - - - - - - - - - - - - - - - - - - - - - - -
E-- TO SOUTH MILLS '
r I
NC 343 EXISTING
56'X 30" RCP
r r
' -'
(EXISTING)
------------ --
EDGE OF PAVEMENT
PIPE DETAIL (PROPOSED)
MILE POST 3.0
SIrE 3
-?? - EXISTING DITCHLINE
YARD
EXIST-14G MTCHUI E
WOODS
NOTE: STREAM
PLACE CLASS B RIP4tAP
AROUND ENDS OF PIPE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDEN DRAWN BY: A.L_ MULDER
WBS ELEMENT: 39415 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: I' = 10'
LAT. = 36.36026 N LONG. = 76.20656 W
QJ
W J
N Q
O 0
I _
V
W
U
M
?/I L
N
IW
<J
o
V
Q' o
M d
U
Z

m
1
ac
t9
Z
I
/ I ,I N
i I I W
! 1 F
! I i
! I I
! f I
? I I
? f I
! I I
! I I
! 1 i
I 1
1 I
I I
II
I I
I I
I I
I I
f 1
I
I I
I
I I I
I
I I
I I
I V i
I ? I
1. I
i Cl) I
1 x I
I? I
I ? I
1 "' I
\ I I
1 I ? I
\ I Z I
\ I F I
\ I h I
1 I ? I
\ I 1
1 1 1
f i
CO
v
x
;DW
LnWV
oa
CL
0
G -U
a
W
m
z
N
R
'E
O x
v ti
U
y h
y h y
14
0 0
? U U
toi x
d ?
4 ?
O ti
at w
1

W 1
I
d' I
co
W
co
O

W 1 `
C

OC
Qp I co
1 ? t
1
m I xa 5
LU.
I Ln
co
z z
I
x
N LU ?
d wee
U
U I CL
O
- z 1
-
0 0 ` i I?u
p, J I
W

W I --I

z
I f
d `
10
II

M
1
I
iX

a
Z . I
1 Z
10 o
`?
J
Iz
°`
L !
I
U
I h
I?

1
i J
0
Z_
m?
d ?
L W
ID
N ^ Z
oao'
Ct
dm?
0
Z A
W
fl
0
W r 1
m y
W
n. r W
?
a' ?J
0
W
o
0
C
W
A
M 3
w
4 „
0°
o
o
O ? a ? O

e ?

?co?
?
x ? u
Nxt
h ? e e ?

v fi x
o
o

o : x
? ti
'?
to) ?
y e
N

Q
Iq
M

?
ckq
U

Q
F+
a t~
U
c i4
U
? II

h
U 4 y ??
WETLANDS
-k-k I -k
PROPOSED HEADWALL
-kk
PROPOSED (2)
48" x 70' CAA PIPE
(PROPOSED)
EDGE OF PAYEMENT
(EXISTING) - - - -
STREAM -
IMP Q TT WETLANDS
EMTNG Dlffii , 3
r r r
= WETLAND IMPACT
r r
r r r
EXISTING (2)
48" x 60' RCP
rr
T - - - - - - - - - - - - - -
rr r
NC 343
TO CAMDEN -?
..
------------ - - - - - - - - - -
rr
TO SOUTH MILLS
NC 343
r
PIPE DETAIL
MILE POST 4.2
SlTf- K
NOTE:
PLACE CLASS B RIP-RAP
AROUND ENDS OF PIPE
? lE? arau+E
WOODS
STREAM -k
(EXISTING)
---,-- - ---------------
' EDGE OF PAVEMENT
(PROPOSED)
, r r r
, r r r
° ' - EXISnW fAt Ln
OoSM DiTGaNE
?I
HI
h m +71 m
?V ?X I X
?I
y v?
X
O
°I
O r xl
m j
v ?I OD t ' n
m Z ?! 11
? v I l 0
`, ,? I m i X I 1
`? l m Q I Z t 1
( i rn O O i N i 111 rw
r I
" v r t ??i
I C)'0 z0
X N j ;
I a ? to t y
, ? I ? >m Z? , O t Z iy
/? , ' rt l ?"? T Q V I x t O
J??./ m p I ?a I p W
o y nm I -4 x t °D I N
??ym i I m Ap I n I W 177
O 1 N I m I _° t ??
Z02 I I 0 ' '. _ ?.. 0
0 4 M 1
Qm V I i I N
? 1 Q I = r r ? N
1 x ? r I
F ? -o I i
z m ?? r t
rn
z ? ? t t
O n? t t
?O t t yy
h y ro Q W I t r P
c 0 t m yQ t r
m O C I ?N , , t
y e?i H b ' C 20 I I r? ?/
II y y? ?V t 7a 1 I
t
t2i
b y k? ^? I I r y
x ? x 14 ;
htill O ti 0 0 1 1' ^
o
INS ?yb x N K x ; ;'r Fca?
H b y 0 01)
I I' '?1
O 'm C) t
x a
b b x C ti y
-I :b. a C6
u ? x boa
C to
N H h H x '? r ` vQ
V o° b ? , rv
a
STREAM
WOODS
WOODS
PROPOSED HEADWALL
1 I y_ r- tit, _- _
r
r J- i I I EXtST94 DITCHLNE-
---? ExIfTNC DITCKNE I , , I
I I
1 I I
I I I
48 XI 56' R?P
PROPOSED (2) '
1 I I
60" x 60' CAA '
ARCH PIPE
1 1 f
I I 1
t 1 i
(PROPOSED) '
EDGE OF PAVEMENT '
---- ; --, ;--, ---------------
(EXISTING)
I I I i
I i I
' NC 343
I I 1 1
TO CAMDEN
i I I 1
1 i i - -
- I I I - - - - - - - - -
I I
i f I I
TO SOUTH MILLS '
t ? 1
NC 343 '
I I 1 1
i I I I
i 1 I I 1
I I I
(EXISTING)
--------------- ',--;-'--; ---------------
i I I I EDGE OF PAVEMENT
PIPE DETAIL ? (PROPOSED)
1 I I 1
I I i 1
MILE POST 6.4 '
slTE S `
I I I
I 1 I I
1 I 1 1
1 I I 1
1 I 1 1
-? r I I
I I f
\ i I 1
FkI\ 0_ p?tc
WOODS rt ? ?-
DITCMLINE EXISTING WOODS
NOTE: STREAM
PLACE CLASS B RIP-RAP
AROUND ENDS OF PIPE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDEN DRAWN BY: A. L. MULDER
WBS ELEMENT.- 39415 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: 1" = 10'
LAT. = 36.38619 N LONG. = 76.25002 W

CAI
1 zI l
b
X
F ZZ @I m
X
0 00 -1&1
CA 1
ti I
Q x Z
l
° r
2 al
70

-i
m
?? J m ,i I Q 1 , !y
y ? l ? I m rn I X I? Mai
/ I p
tf
r on
r. -v I
1 I
1 ?
n I
-
00

I

N <

1
r I m
1 I Q
T v
N I
1 m i
I

`_l '

1

0 C)
W
Z,
4@
Z
I
I Z
I y

? 0
?-? I
no
y I M
W?
R+
? a
O
X
I
I
?
n n
I
I o W
N ?
o
rn I D
rn I m O? I
I I
I W r

?
zoN 1
,
nN I rn
v ?
?
1 l _
'?
I a 'O
? ? ? O
U- M

?0

i

n

I

o
y
O I ' N
? I
MP m

?
I
i
m m
-4 0
° cn I
1 I
I 0
O nm
0 1 i
= I 1 , <
y
m
?
o
I
m

y
a" O
? (,.
N
b
'
?
?
I I
I 1

U
N
b
N

)

b
I

Q

o

I

, ?./
a ° b b
b y k x
i
I,
w
a ?
'1n tq
x h
h1 x
O ti
vs
y p I
I I r
, i
¦N
? a
n j
? x b
O y ? O
y
to ?' I
I I,
II
¦
e y G1

h N y a O °

x
b
b
x C
y h
W r„
Z
Q
?

11 a
tis y
of a G1 x h
?i t/l h ?++
CA ,
I
.. x to
a
y
a ¦ ? a ti a G
x 0
t4 EP -0
N 0

WETLANDS
I
PROPOSED HEADWALL,.
? i
-/-Emrm-o DITC?LLK
PROPOSED (2)
54" x 60' CAA
ARCH PIPE
(PROPOSED)
EDGE OF PAVEMENT
(E)USTING)
--------------- -
- TO SOUTH MILLS
NC 343
- - - - - - - - - -
PIPE DETAIL
MILE POST 5.6
I
s IDiE 6
EXISTING DITCHLINE
STREAM
!l SQ.FT.
IMPACT
?k WETLANDS
EXISTING 64-OLti -
54' XI 56' RCP
WETLAND IMPACT
NC 343
TO CAMDEN -
I
I
- - - - - - - - - - - - -
--' ______(EXISTING)
EDGE OF PAVEMENT
(PROPOSED)
EXISTING BITCHLINE
PoA o?``??
WOODS WOODS
?? OITCHL[NE RROPO`.?0
t4OTE: STREAM
PLACE CLASS B RIP4W
AROUND ENDS OF PIPE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDEN DRAWN BY: A.L MULDER
I
WBS ELEMENT: 39415 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE. I" = 10'
LAT. = 36.38151 N LONG. = 76.23720 W
I ?I 1
F c
r7.1 0
w o ,? I z
c3
m
b
?Rt q ( Z I II
I ) ( 0 I I I
° J ? "i m I X I I
? ? ? I Z I I
m
00 Coll
rn C p I I III
' ` I A
Z 0 m cl)
CA x y
X "V
x
00 < z °;
I L4 3: us
b no z x N?
?" 1 -4 I w
I r
m I m p.
m
I
0-- 0 I w I I N m
'0 g O m I a O I
Z02 ;0" 1 F)
0 ? ? I D I I oN-i
I
l? I I b
O m I`
?? I = I I ^
m
m -o C7? I I ` J
? gO I I
z m m 0 I I A
0 C)O 1 I
O C)m I I
w _°
?+ b n I I
I fT1 ?N i I I ?°
k6 to O O it!
y ? ? x I C ? i I jl /r+
y y K ? 1 7o I I I \'?/yJ
II rn w
b I I
a b y ~ x I I I
w x h r., b o I I,
? b ttl ? H I II
H ., ti x? Z y I II
~ ° Z?H G1 bti It
O _'I
O
O y a s a C re ? z f
°a b x ?y
r l
II a to O ,? Q
? ? a '? "C y O H ? r
I;u
O
h O
C o D
a
a to >-rn
? r °
STREAM
? I
-kj WETLANDS I ? -C -k,
I IMPACT ?-k WETLANDS
PROPOSED HEADWALL I
'k ? =WETLAND IMPACT
- HM-ffW-0 DITCHLNE i EwSTRaG DITC . - -? -
PROPOSED EXISTING
54'x 66" x 51" CAA 42' X 30" RCP
(PROPOSED) ARCH PIPE'
EDGE OF PAVEMENT
- - - - - - - - - - - - - - - -
(EXISTING)
NC 343
TO CAMDEN
---- - - - - ----- ?--------------------
- TO SOUTH MILLS ,
NC 343
EDGE (EXISTING)
-------------
_ OF PAVEMENT
PIPE DETAIL (PROPOSED)
MILE POST 6.7
sirs f
7 EXISTING DITCHL[NE 1
XISTINDr,
DITCHLINE -' D O`
_ A?Ooi PEIOPO
YARD ') ?ITCHL INE "1J
YARD
NOTE: STREAM
PLACE CLASS GRIP-RAP NORTH CAROLINA
AROUND ENDS OF PIPE
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDEN DRAWN BY: A. L. MULDER
WBS ELEMENT: 39415 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: 11 = 10'
LAT. = 36.38917 N LONG. = 76.25412 W
I
1 I
I xI I
b 11 OX (AI
C2 z
0 ) ° 0 N I ?-?` !
N ( wl Z
p rl O I I
m l
I o '?]
mm
Q '? 1 k
mo I xl
rI o v
z Zf m I I
t N l
1 DO I 'v N p,
M D _{ I 1
Z x I x 1 Z
1 y ('jm I X?' M CA)
1 =pl W?
10 ? o
K 1 1 o w
Z m
+ Z -9 I 701 N ?
b O I ?? I -+ rn A W
m0- m
1
ZOR
v?v ? J D 1 i cn
0-0
1` I 1
M9 ` I ? C1? 1 1 V /)
L< r ( m g0 I I
to
-4 "G I I O
z O ?:O I I
m I I r?
m r_
h ?+ b A 1 1 / 7Do v,
A n y b( m x 1 1 /
11 H H !e !a 1 p o, I 1/ ?y
A Na o. °b° b b y k b CA
64
eb x yxo yo y
•? O y t ti
b y - y a O°, 1
O a b b x 0 y y
C1 r s n t o r4
N
" a ? i
y
a? a s t? a O ?
N o ? x ( Cv?
w b `O
WOODS
-?-- -? EXIST[ DCTCHLINE?- ?-
EXISTING
66'x 24" RCP
(PROPOSED)
EDGE OF PAVEMENT
(EXISTING)
- - - - - - - - - - - - - - - -?
E TO SOUTH MILLS
NC 343
------------------
PIPE DETAIL
MILE POST 8.0
S I T IE 8
EXISTING G[TCHLINEr
NOTE:
PLACE CLASS B RIP-RAP
AROUND ENDS OF PIPE
WOODS
WOODS
EXISTING OITCHLINE
NC 343
TO CAMDEN
------------]?: ----
PROPOSED
66'x 24" CAA PIPE
(EXISTING)
EDGE OF PAVEMENT
(PROPOSED)
EXISTING GITCHL.INE
YARD
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF IIIG 1WAYS
COUNTY: CAMDRX DRAWN BY: A.i.. MULDRR
WBS BLBMRNT: 39415 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: 1' = 10'
LAT. = 36.39955 N LONG. = 76.27148W
? I
1 i
? x
}
b

c
1 Z

O
O
`
I
X
y
m
( A
I ? I it
I It
col ° I
I I I 't
1 1 t
rn
o ?
f I
I
o ? ' ' tt
I i t
I
y

y
I
rn XI
1 t

p w

o I yf

' Z I tt

N
I Np
O
0 I?1 t
I I
4
+

n?

I

tt

70 _
[_1Il
r p m ' A'
Z O
C IX 1
^
'

0
5
?C (5) -0
I w < ON
x +a I N I
A
z J
CZrn
3:0 W 'n
I h I n I
1 n O
?c?
Oz°O
?
o•
I Z
rn Z ?1
I I
o
N
O/1
Zvf
° I :2
act
I
w
m
OV
n7x
c ,9
-?~
O?
,
I rn
° =
CA
/ I . 1 1
1 1 0
H 00
?,
m
CA I
` I ?
rn
n I i
I i O

z I ?
?p 1 I
cl p -o
Yp I 1
I I
W
rn gm
= a ! i
I I
-J

h
ti
C
b
O
O

I
C
70
I
1 Ir ?
p ?
?
?/•I

?
q 0
Q C
N
b 1
1 m
° mp. I
I 1 t
' '
-
?
.
I ?
N
t
i
I r y

a
ti
?
e
n
a
b
as
b
?
,b
'
A
'
1
'
r
1 ??J
W ? x y
H? ?
ti ?
b I r
I ! `,
a x
Q y x rr !~?
H 4? GO f/J X
y 1
I r
1 ?y
r

h

n

x
N o ? h ? x I ?ti

?a o b

PINE PLANTATION
FIELD ?OlTCHLiNE
4 G<
Z
EXISTING G DITC?HLGME ---?
EXISTING
46'x 30" RCP
(PROPOSED)
STREAM
WOODS
LAND
PROP
WOODS
r1??
L
EXISTING GITCHLINE
EDGE OF PAVEMENT
- - - - - - - - - - - - - - - - -
(EXISTING)
- - - - -4 -------------
TO - SOUTH MILLS
NC 343
PIPE DEWAIL
Z2
MILE POST 8.05
51TE 9
EXISTING GITCHLINE
O
?O DITCHLIN
WOODS
NOTE:
PLACE CLASS B RIP4W
AROUND ENDS OF PIPE
NC 343
TO CAMDEN -?
- - - - - - - - - - - - - - -
PROPOSED
56'x 36" CAA PIPE
/ (EXISTING)
EDGE OF PAVEMENT
(PROPOSED)
EXISTING GITCHLINE
PRO? O° WOODS
STREAM
NORTIY CAROLINA
.DEPARTMENT OF TRAINS.POR TA TION
DIVISION OR HIGHWAYS
COU]1TTY: CAMDEN DRAWN BY: A_L_ MULDER
WBS ELEMBNT: 39415 DATE: JAMUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: I a = 10'
LAT. = 36.39977 N LONG. = 76.27I60W
c ?
I
rn I
b I C) i ;
(,
z
C-
' ° Z 0,
o
h 0 , x I x
o ? o ?

?+ J m I I z
m I

a r- p -0 W
m
10 I ?
\
Z ?M
! I
0; o
?

$Q
I
0 5 v \

x p
t2i
Z r I
I
5
DO I n w m w O
0 I Am
1 2? I W M
I N%
=i w
?
a
b c? m p
8m° -? m
I z ?°' I
I c
N w
Z0y
D
M I "p?
r I ny ;

1

1 `'? rn
O mx I D >
4 m O I
m
o cy.
,
( rn
vz
(A

r

I o

N

OD
m
z t
?o i
I
-i 0 C)
°
>0
1 a
m
=v
h y
C
? b
'a cf
O
I C
7O I
I i? A rl
y ?
" C I m m?
it ? y K N I CA)
a b M b b k '
b ?
e
v

x y
c C#j .
ti I i

y
V b bi O y O r a
bt
to '4 z
y 0 b
0 C p 0 t
Q ce b b :h.
C ? ? tlq w f
x y a A% h w m ;

u
x x
a Cj tit

'
q to
It

ya y

z n

o w

o

I
q

0 o b
a

DITCH
YARD
DITCHLINE
i QP?? '
PROPOSED
60'x 30" CAA PIPE---,
YARD
PRl)Pp$?-
f?
F
EXISTING DITCHLINE -`
(PROPOSED)
EDGE OF PAVEMENT
- - - - - - - - - - - - - - - - -
(BUSTING)
- - - - - -------------
TO -- SOUTH MILLS
NC 343
PIPE DETAIL
MILE POST 8.6
s irE 10
,ApoAo 2
SFO OITCNL I
NC 343
TO CAMDEN -?-
- - - - - - - - - - -
EXISTING
48' x 30" RCP
/ (EXISTING)
-------------
EDGE OF PAVEMENT
(PROPOSED)
EXISTING DITCHLINE
ti? Y
PROP ?O.
GRAVEYARD WETLANDS -k
k \ STREAM k -k
k WETLAN S
NORTH CAROLINA
"EPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
NOTE:
PLACE CLASS B RIP-RAP COUNTY: CAMDEM DRAWN BY: A_L. MULDBR
AROUND ENDS OF PIPE WBS ELEMENT: 39415 DATE: JANUARY 4, 2006
S UBJECT: PIPE REPLACEMENT SCALE: = 10'
LAT. = 36.40599 N LONG. = 76.27967W

a
V4
I
4 o
N
b

11 W N 0 H.'y
a .'?
x
m U
? ?,
v e
e o a w
x ? n
y h H h y
at
h
O e ?''
?
A
4
y
0
N o o eti &4
U
°
z w

I
? Ir O I
v
a
O ? X
W ' h
O x
h O?y a vi
= O ti w
a
/?I 1
I O 4 w ?"
'
1
i
I t'7 Q;
4 O '^ 4

coi
1
a
1
1
K
oa
Bo

p

I

A

z

w II

i

' a w t

1 o a a
CO)
/ I
I
Ov
m U 4 h b-4
r ? W i C
Q w
m
1 I Q
O1 O z
1 I aU 1--
.
~
`j
w _
O 1 1 CL
d I 11 W y]

f0
c
O I
I I
I = I ` 1 ; 0
H
O (4 ' 1 v W
l.l.t
L
U
I 1
? I W LU
O
I N
? 1 Fil im. W
W C

" l
?? o W M

^i V
o
o I I
a 1
' [? z
X N Z I
W M I I
p= 1
dm?
v
4 M I wV 1
<nac 1
Q o
z C*i
'rl
[••? 'O CL
I O

1
x 1
Q U
O Z fl-
\ 1 I p
N W U I ItV 1
\\ o b I L
\ I
\ Z I W d 0 p
\ 1 N t m
di
i 9

r `1
\ t
LLLL
??
I Q
?, , 1 IJWWi Z m

w _
`?
I
\ W

CL
°-

(6
q
p
I-
U) I o I U)
N
I 0
W X O
Go
Z Z Ole
n.

v

? W

I I
J
s
YARD
STREAM
YARD
EXISTt DITCNLME~ ?-
EXISTING
48'x 36" RCP
(PROPOSED)
EDGE OF PAVEMENT
- - - - - - - - - - - - - - - - -
(EASTING)
----4-------------
-?- TO SOUTH MILLS
NC 343
PIPE DETAIL
MILE POST 9.9
5 I TIE I i
fNlS p!? 146F
YARD r?C
r
r t,r
NOTE:f
PLACE CLASS B RIP-RAP
AROUND ENDS OF PIPE , WETLANDS

EXISTING DITCHLINE -` -`
NC 343
TO CAMDEN -?-
- - - - - - - - - - -
PROPOSED
52'x 36" CAA PIPE
(EXISTING)
_ EDGE OF PAVEMENT
(PROPOSED)
ExiSTiNG DITCHLINE
/J
YARD
STREAM
NOR TII CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDBN DRAWN BY. A.L_ MULDBR
WBS BZBMBNT: 39415 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: 1' = 10'
LAT. = 36.41593 N LONG. = 76.29018W
? F

i11 0
°
h m

yJ ?
m
m
C w
m
y v
^
C

Z

csa+?
0 A Q
?/ v
v
m
od

m ^?
r m
m

Z
a
y
v C
?
u v
y ? ?

w
b a
A ?' b
?
x
kft
,p
w

c

p y
c
i x

t3 t3

fl Dh,
m 5Otl
'C
C K y

b
O
?
OD
N ?`
o b
o
M R
I
N I'd
k 7tt
4 0
C05 b
? o
co
b ?
? C-) to
4 y
0
01
b, 02
C) ht
ti y
Z O
i

z

I m t

w , ? I`
v ;z

`
I
I A I
I `
1 CID 1
I K 1
1 w i
I a
'
t 1

1
1 n 1
t 'O
1 1
I
'

1 I
I?
{
I
I
1
t
- o
N

{
{ t
t
i
o
N

np I
I t
I
O

po 1
1 1
,
fm
I
I
=
v 1 ?
/
/
m N 1 t
t i
CA)
Ol
{
1 //
t t/

z
t
i
v ?
I

h
a
n
Z y
n O
W
(A r
a m
?` . rF) 0 I
N
i

y

1 (
m (

6x Z
' c? 0 I
ZDz a
1
w
of
I I
n (

? I

I I ?
( 0
}
aA
o O
r w0
n?
g4
I
0
0 °
( z

I =? I 41m Z
w
o
•

M) I m
r Q
t I v
=

t
I
m
o
M
m
w
La
{
{ m
.
FIELD FIELD
EXISTING DITCHLINE DITCH EXISTING DITCHLINE
I 1
1 !
1
1 1
1 !
I
I I
I 1
PROPOSED
68'x 48' CAA
ARCH PIPE '
1 1
! 1
(PROPOSED) '
1 1
EDGE OF PAVEMENT
- - - - - - - - - - - - - - - - - - - - - - - --
(EXISTING)
1 1
I 1
1 1
NC 343
TO CAMDEN ?"-
1 1
----- ----------- -'------------:-
1 1 -- .
1 !
-E- TO SOUTH MILLS
NC 343 EXISTING
60' X 48" RCP
- - - (EXISTING)
1 -- - -- -- --'..
' ' EDGE OF PAVEMENT
PIPE DETAIL ; (PROPOSED)
I
I ,
MILE POST 10.4 ;
SITE 1Z 1 I
I I
1 !
I I
I i
I ,
? ?f tC?tyE -
NOTE:
PLACE CLASS B RIP-RAP -`"
AROUND ENDS OF PIPE
rzog r' WOODS
WOODS NOR TII CAROLINA
DEPARTMENT OP TRAIKSPOR TA TION
DIVISION OP IIIGIIWAYS
COUNTY: CAMDEN DRAWN BY: A.L_ MULDBR
WBS ELEMBNT: 39415 DATE. JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: 1" = 10'
LAT. = 36.42645 N LONG. = 76.30047 W
, : s
YARD
YARD D CH - _ EXISTING D[TCHL NE_ _
r=
i
i
i

PROPOSED ;
60'x 42" CAA
ARCH PIPE
(PROPOSED)
EDGE OF PAVEMENT
- - - - - - - -
- - - - - - -
(BUSTING) - -
- - -

NC 343
TO CAMDEN -?-
-
- - - - - - - - - - - - - - - - - - - - - - - - -
- I
-E TO SOUTH MILLS EXISTING
NC 343 58'X 30" RCP

----------- - -
-
(E TING)
XIS
---- - -
----
EDGE OF PAVEMENT
PIPE DETAIL ; (PROPOSED)

MILE POST 11.4
S ITF- 173
t
r
`l
~ N
-
.
?? `STtNC DIT - om
6%lSZ1NG
?

NOTE:
PLACE CLASS B RIP-RAP
AROUND ENDS OF PIPE
YARD
YARD , NORTIT CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OP "IG"WAYS
COUXTY_ CAMDEN DRAWN BYc A_L. MULDER
WBS ELEMBNTr 39413 DATE: JANUARY 4, 2006
SUBJECT: PIPE REPLACEMENT SCALE: I" = 10'
LAT. = 36.43600 N LONG. = 76.30992 W
04
a
? a
' tD O U 'aC O ? `° x ..
LLJ
4 v •? v
r'' C ? °??? a a y. o
1 N a o o6
, h 04 q v °o ?
I r Z H° o
14 e
?r I I W 0 ti x Iq
1 i k Er ?r Q ?,
(,? 1 a w aq a A.
W I a
? I , r , a' ti r:
N v
coi n
' 1 I K W , Q x
?, r 1 ?On- ? I v a h N
a m
C I I p= LU
1 Ww
I I O Q O m
I I 4. F
OQ u,
CLU
i I W +
H o I I J _ I ? p m `W-
N e I , /cam' OG W y 0 Z
co 2 U,
i2 0
1 I I K,s, I I
IJ I 1 d OO. 1 IL m 0
y < M r O
It z
W
N Q NUju
Z t I K w
?
I¢ I O -
I Cl 1 11. I OQ ' W
,XI p3 OZ
W 11 O W L4J ( av t
\ I 1 d CO
I I
10 I 2 i?, L
l I Z 1 W d p ?.1
\ I F- i m
\ I N I I ??
1 I ? 1 (~ p
\ I I O I i to
\ I Z
W I ; H , W
IL EL
A I
N I? I N
K
tl.i I ` O
Iw
I? I to o j 11
wo ?J
Z
W
y L I A
X
Ix
I 1
R 'o 4
M 09tZ£'9L = 'SNOT N 0t9tt,9£ = 'ZVT
,or = rT =.77VaS INHWH.7V7dff2T Idld=Z:)SlSIlS
900Z `t AErVnMVf =g.LVQ SIt6£ =dN3WSTS SIMI
WMUT12NW 'T'V :Agr NM VZiQ NS4Zy4V3 =.l.LND00
SA16'M"DIM d0 KOISIAla
%OI.L V.L NOdSlvb'N.L -X40 LNHW.L Nb'dNQ
V[`IT04yya H.LMOAK
wb3alS
CWA

((33SOdO-dd)
1N3W3AVd d0 3943
{9NtlSIX3) - - - -
d:)s ..9E X ,05 @) E/
JNLISIX3
4 N3aWV3 01
?K ON
CWA
101 9ND Wd
CWA
Mid 30 SGN3 aNnoVy
VV-drd 9 SSY17 3:) ld
:31ON

__?.
1
1
,

"
i
1
1
1

1
r
1
I
I
1

I
1
1
i

I
-=1
1
,
1
,

1
I
1
1

1 3Nt` ? !0 N "?
jstk3 ??_

.I 91? S

97L L 1SOd 311W

71v.uva ydld

1
1
1
1
1
--- ---------------
1
1 1
1
1
i l I

i
1
1
1 £b£ ON
1 I
1 1
1
S111W FI1f10S Ol -?-
1

1
--,
1 1
,
1
1 ,

1
---------------
i I 1
,
1 1
t I
1
1
1 1
, ,
1
1
1
, 1
I
I 1
I
1
1 I
1 I
1 (9NI1SDG)
--1
1 -+- ---------------
1N3W3AVd AO 39a3

1 1
, 1
1 (a3SOdOW
i
i I
I 1
1
1 ,
I 1
1
1
1 I
I I
1

1
1
1 3did M ?IVY
X
W:)
Z
09
V
E
I
11
1 I I
a3SOdOlid
1 t 1
* . V
x j " n
O a p
? o N
n'f
H A ?
cim 94
in .4
N ti I
o a y o
1 O a 0 q,R E, N
q ro x
Z h y Z 04 E+ O e a
1-= 1 a y 1
%
a
1 04 ?4 &a
6.4
W o a
I 1 ?O ? 1 a; o U
m 1 q x ? ?
! I 1 ?W ? 1 a O IQ Fi
! 1 1 M? 1 U A. h N
i LU ` Z
I 1 Nv R' N Iu
1 OQ C m
ir? I f 0 = O O
v -4? I 1
N 1 1 O. V 1 d W
o I 1 I dm
1 I 1
4
0
j 44
O ? V I ? I 25, z IN,
CL N - l u l C4? I 1 dm?
_ F
J M K i IOu o
10 I .Qp 0 W I NQ t Z
M a I
V U I K I M I O ` Z
Z 1 0 1 0 4Xn
to OM I S
1 1 Y? Q I dV 1
.
V I?1
o
W
3 Z I 1
W 1 1 HQ
1 1 O W
f?
I
\
I W d Q
N 1 Z
I Z5 I I ?
? 0
?I I Z I m
a- 44
A ? i Z io \\ o ?
XN I ? 11 y
Ill I® ` O
Imo, o
w IM
`? I ? Z j ?I a
(/ I t; O J 44
I? W ?
L
j
If , , .
ovr-c. ova vvo r •--. -v ---- -••v
99L4-££L (616) 0991-669LZ ON `461elua aelueO eoinaaS 1172W 099G f4 pnp a919M10 uolslnla •0 .N

•suoilipuoo oigdaouioa2 lum;pu of paaolsa.t
oq plnogs sumans pup suipldpoolj pogmjsiQ •u cans agl jo gpdop mp Ouionpat to lauupgo utuags am 2uiuapim
,,q pogipoui oq you pings guissoto agp Molaq puu anogp utpazls oql jo algoid pup uaallpd `uoisuaunp agl (•t
uoilonapsuoo 3o uotlalduioo Bumollo3 uospas
SutmotBagl jo pua agl ,Cq loafoid agi jo sl?mil uoipongsuoo oql uigpim pogsilgplsooi oq lsnut uou moSoA upiaudill ('£
•s.zajjnq upiapdu
so `•S•n aql jo s.talum ui paapmod st pup[ ,Cup jo luauidmba [o 2uigms ou `loafotd oql jo uoilongsum oql guimQ {•Z
•loafozd all ;o uoipolduioo uodn Spiluno jalum
jo uotstniQ atp 3o;ntn spuppatA/10i, aql o;;i umlat pup uuoj pagopnpp ails alaldmoo Iluqs Sliud olgisuodsat
ail,I, •pololdutoo uoaq suit uoiluoUnioD IOt oql ui popnloui }liom Ilp uoigm ZjtAQ 4pou of ,uuoq uoiloldutoD
jo uoippogillaD„ pasolouo ails tunmat pup ololdutoo hugs lo(IDN agp `loofoid otp 3o uoilolduioo uodn (-I
(L) Puu (9) (g) 9050' HZ DVDN V9T ui paquosap se pannbaz oq Sum uoi;u2i11ut
,Ctolpsuodutoo `laaj mouii 09T paaoxo (am;nj otp ui io Mou) mrans of sloudiui Mol Jo .to `azou auo paaoxo (aminj
ails ui so mou) loafoad sup .to3 sllg puugam I mol3l •suoipipuoo agp Itp tpTm 3ui,Cldutoo .ioj algisuodsaz ,Cgatagp st
pup `tallai lpnotddu pup uoilpogilzaD sigl jo,Cdoo p uaniS oq isnui aaumo Mau otp `plos si ,Cltadotd ails 3I uoilpoiIddt
Mau p piutgns pup atAQ a p 4 you knot no,C `afuugo loofoid cool, plnogS (molaq pagipoui ssolun)SOOZ `I 14LN
Pup SOOZ `SZ. Sjunuur palup uoipum ddu mo,C ui paquosap u$isop puu asodmd agp zo3 ,(labs pgpn si Ipnotddu sigl
uopvog.1ioD ,Clilpno aalpAk oql ui pagioods osim taglo ssolim `liuuad I,pI, 2ui,iupdutooou
oqp gpim andxo iliM Iunoiddu sill •suoippln2az pags.tarM ,ClddnS .talpM pup a2.tugosiQ-uoN `IozluoD uoisoig
pup luautipaS (ol paliittil lou;nq) 2uipnloui loofozd mo,C ilpiM paaoozd noS oioPq siiuuad luool so olpls `lpiapa3
aatgo ,Cup a.imbop plnogs no,C `uopippp uI •siaoui$ug jo dioD otlp ,Cq panssi tl imuad opimuoilpN otp op spuodsouoo
uogeogptao sell 'tOfi£ staqu nN uoipuogwoD ,Cpiiuno aalvM IuzauaO ,Cq pa3ano3 si loudmi sn pt?iIp papioap
anpg QM `uogpoilddp mo,C 2uimatnat tal3V 'SOOZ `i i Slow uo pagipoul puu (SOOZ `Z kMtuga3 paniaoaa) SOOZ `SZ
kmnuup polep uoquollddu mo,C tlplm oompiooou ui polonapsuoo oq llugs loofoid agl •sagolip jo uinoui ou gplM laa3
fiZ of OZ uiozl pouopim oq lpm Xlemppo.t ogl •sadid goxu VVD <09 x ,L9 x«96 oml ullm poopldai aq Iiim sd32I <ZS
x ,t g 2uipsixa oml aql -fqunoo uopumD ui £b£ DN uo uiuapim ppoi pup luautaopldat adid 3o asodmd agl ao3 tig
luoumuod pm tupasis 30 laaJ apauil L lopdua! op Suoilipuoo pagopppp agp gpiM aouppiooou ut `Ipno.iddp mo anuq noA
I uoistniQ `SlunoD uop*PD ut £fi£ DN .iapun sluomouldo-a adid pup ;o guiuapiM puog
agl op uoilpogipoW `pow aappAk upalD IptaP9,3 OT JO I0t, uoi;oaS op puunsmd uoilpogiliaD op uopuogipoW :od
:zadmd ay?l ipaQ
Z£6LZ `puilo. ED glJON `uoluapg
OOI olinS
anizQ ltodnd £I I
uopuj.iodsuu.il3o luourmdaQ 'D'N
.taaui2ugi uoisiniQ
gd `.iado2 SuogluV •jW
not;u:)Ip;aaa f4l1Eno aa;nAA, lot, 30 'IVAOH lj V 3o NOI<LV3I3IQOW
t,6TO90 'oN poafo.td 6AW
,Clunoo uopuiuD
500Z ,81 fam
/lllunp jelpM to uoisinia
joloeala f4nde(]'suijjnS -H u88100
A41lpn0 jejuM;o uoisini(i
aoloeaIG •3•d 'Newll>i .M uuly
seoinosea IemleN pup luewuoalnu3 }o luewindea Rull0JuO WON
Anneaoes *jr 'ssou c) welium
aowenoq `AelsB3 'd leMPIV4
? C)
CO
bbl b M ?O
r

•uollslnodsunns jo Iuou4mdaQ otp Kq pno posolo si Ioofond aqp najls sSvp 09 usgl nalul ou bma
aqp o1 pal1lutgns oq Ilsgs papnlout sallinilos uoipnnolsoi ag1 glim plinq-sn uoponn;suoo-;sod uoiponAsuoo
loofond oqp jo uoipaldutoo uodn saioads Xpoom anlpsu tillm papulai?anan pun smoluoo nopon4suooand
atll op panolsan oq llugs sopiApou 3uguojo no Iltl huiodutal jo puautaosld oqt Aq poloudmi sna;jnq unlnsdy IIV ('81
na mum loofond olis-uo agp puu naaui2ug
uolsiniQ ail gpim pauislutsut og hugs `,Cuu 3i `suoilsogrpout puonbasgns lln puu uoiluogilnaD Sliluna naluA.
aqI `uolllpps uI •soutp pis It' alis uopbtulsuoo agp uo papsoct aq Ilsgs uolluogilna0f,11lnna napulAs1g1 jo ,idood (Li
I:£ usgp naling ou sodols Is paould oq Itugs spuupom Isuolloipsimf ui paluool sodois IIg IIV ('9I
•suoiplPuoo moll Isuuou io mol 8uimp pauuolnad oq Bugs 3Inom IIV ('Si
•slnanlno ag1 jo ,ipiuloin alsipauttul
agp ui Idaoxa `litunad sill; jo uoijumot pnn mpun tauuugo umags pollam zip umg paSpanp aq slslnalsut nagpo
no puss `Moos Isnuu soouslsumano ou napun •poziuiiunu aq Isnut slauuugo oql ui Iuoutdmbo jo aouasaid oql ('.pI
•pauap.tnq snq alaaouoo aql lllun alms ail to snalsm glim Ionluoo Olin autoo hells alaaouoo gsaa3 no anii oht ('£I
paaoond of moth uo suolloantp no3 NAACO i aqI I3n1uo3 pun satlini4313 onuiluoostp asuald `uoipongsuoo
ftunp panalunooua `samisaj 8uip1tuil nagpo no )loonpaq o1 anp `taut oq o1 algnun si (i i#) uoilipuo3 anogn ag13I ('ZI
•ZjtAAQ ,Cq 3uilinm ui polsanban 3i poureluinut oq IIngs uinu Imba aqi Isgl a3uaplna
apinond of pamtban s1 lunoilddu oqs •soinpr tls anoqu agp 3o ureogs umop puu uteanlsdn no of luo3nfpz `Waq
no spaq utuags no spuspom 3o umizgilmbo-sip ui plnsan ,rout imp nauuum n ui palonpum oq you Ilugs samssaut
Ionluoo uoisona ,i snodumol Suipnloui samlonnls nagpo puu slnanlno 3o puauta3uld pun uBisaQ •aj11 olpnnbs
pun nalsm 3o a$usssd moll mol molln. of `sag3ui 8t, uugp ssol nalaurelp u 2uinnq spnanln3 noJ napauretp lnanln3
aqp jo Iuaonad OZ puu `sagoui 8t, usip nalimS naloumip u tplm sluanlno Ilu noj loo3 ouo Sq poquwans agp3o
uolpnnala atp molaq po3sid oq isnut spusll?m pus `sutra ns `snalnm ut sampongs naglo pun slnanlno 3o puaumosid I I
•ureaals otlp Olin spuu#tllod nagpo ??umnpogui jo poogi1mpl agp aonpan puu uoilsluauzipos
oznuiuiut of napno ui lauusgo utuaals o4 v! um p nagpnn spsq oql moll polsnado oq Isnut Iuouxdmba ,insaH ('01
sa1p1n113s uoip3tulsuo3 puon utog ionduti romp n si li oouis pojmban og itim uoipn9iliun Sjolusuoduioo `umails
no spusllom ui paluool oq solis monnoq no alsum plnotlS •pltumd sigp to uolpsogipout apslndondds lnoglim liuuod
slip glim palsloosss snalsm no spusllam Isuoiloipsimf olu1 lssodsip alssm no utonJ uoilnns3x9 ou oq Ilsgs onatil ('6
moipnogpnao situ Kq pazinoglns oslmnaglo.ssalun poligigond are uiouaj ag1 u1g11m snare o1
slosduti •salplnilon 8uigmisip pull,tus of noud Buioua3 alglsin Klg2l11 Kq palnnut Klmolo oq llsgs um uzuogpns
slip Kci panonddn noPlnnoo uoipongsuoo otp ulgpim paluool ,Crepunoq nalum no puupom `naHnq opislno all (•8
'paligigond si snapum
oos3ms op luomfps no u1 luoutdmbo nagpo pun snapaasonpAg lno guigsum puu sampxiut paasonp,?q 2ul2nug3siQ ft
slsiiapsut 31x01 nagpo no `sptng oilnnnpXq `slus3ingnl `slan3 utorl snalum uiug4s to uolpsurulmlloo
luanand of poulululum puu paradsui ,Clreln2an oq psnut snalum ooulms nnou polunado luatztdinbo pomutloom IId ('9
•su0111puo3
moll mol 2uunp a2ssssd aj11 oipunbs pus oommoltad 2am1utll gplm ana3nalul lou Isnut posn dundu fmV (•S
?. Q
aoloaaid •3•d V WIN •M ulaIy
seoinosea luinllaN Pula luewuoainu3 Io luewlrudea lauIlOMO yuON
Amneioeg "if, ssoa •0 weipiM
aouaenoE)',(eIse3 •d Iet'y3iW ?J? jbnJ1 ?Q
obM9081 90\Pou1t,6I0S0aMQ\oouopuodsouoD\:o
XdoO ali3
\. sali3 Iu uuOD
001330 It,uoiBag uoI8utgSL A, OAVI DN
Z£6LZ OI`I `uoIuapg `anijQ JlodHV £I I `ja31330 I131uaunzonnug I uoisiniQ `siliiAA ft,t0 'jW
ao1330 PIai3 uol2uigsuAA,`sjaaui2ug3o sdioD.fituxV Sfl `aulooolpp!q Itig •jN :oo
Juaulgoul;v
qulo/Haf
g d `?Iauzilx Alk uuly
`K Claj out
•t096-££L (6I6) lt, ua0jg uuilsug0;ot,iuoo asuald `suopsanb Kuu anuq
not 3I •13V jaluA uua10 app lot, uopooS jopun X;iluna zajum 3o uoisiniQ agi 3o dAaiAoj aq; salalduloo jaalal sig1,
•2uuuoq u jd3 3Isu nok ssolun Suipuiq put, Iuug on suopl_puoo s;i puu uoptognioo silty •LbtiL-i i9LZ •O•N`u$1aIu2I
`LttLZ xog O d `s?uijuag aniIt,jlsiuuupv 3o oozg3O agp of sainju;S Iunwo t,uilojt,D q;joN agl3o gocl jaldug0 of
suuo3uoo;ugp uoppod UQ:aIJ n u puss `2uijuag t, jo3 Jsu os, •ja:pal sigj aniaooi noX jugp ait,p ogl3o sXup 09 uiglinn lot,
Isnu1 noX •Suiluoq Xjojuolpnfpt, uu jo3 ?Isu Xmi noel `uopuogip oo sigj 3o suoi;ipuoo age 30 ,cut, idaoot, you op nofk 3I
10108110 •3•d `Newil)4 •M uqV
seoinosaa juinIeN pue lU8WUoainu3 ;o lueuRaedea euiIoaEO WON
Aju}ajoag `•ar ssoa •E) uaelim
aouj9noE)`Aejse3 •d leugoiW
ddb ??ZO
3

A
I
?J? d 's4 r"y 90Y
2IOOdSfl `auzooalPPig Ills oO
aaoltuO Iummuoilnug ouO uotsiAla
J114- slIPAk ALIO
laaulfug auo uoISIAIQ
gd `.iadmd Auoglud
`Ala.Iaouls
•LL6L-Z817-ZSZ It'
oEu llsa osuald Ioofo.id sTgl 2ulmo3uoo suoilsonb Auu oAUg 3o uoiluuuojui luuoilippu Aug paau noAjj •9Ib6£
si ails sigl zo3 # SqM oq L •.Iallai slip ui popnloui a.Iu duui uoiluool alis v put, sguinnulp liullad alis Iaglia
lu paluool spuEllann ou are alagL la3lozd sign ui alis sib Io3 papnloui st uuol NOd d uluaxlslo Iaa3 reaull
S sloudiui luamovIda.I adid oqL •£b£ ON Put, 891 SfIIO uopoas.Ialui ail uiog saliul Z•8 palnool si alis
puooos oq L •lruuad £Z dJ u Paniaoaz ssu ZOQON • ,siomIA Isruj, oilgnd„ alis sigl It' s.IaluM ail pa.Iapisuoo
(WD(I) Iuaula?uuLW Iulsu00 3o uoisiniQ aqL •£b£ ON PUR 8SI Sf13o uoiloas.Ialui ail uio.g saliui
Z•L paluool si alts lsud QU •sagoliplo lfuinoul ou ip!m I)a3 bZ of OZ u?og pauop!m aq Ipm puoi slip uo
llugdsu aqs sluaulaonldaa adid aoI sliwlad Io3 palsanbal gulag suoiluool omq On a.IQq j -10AU l a3us amsuo
of paouldoi oq of paau puu 2u!puj are sadid Suilsixa oqZ •AIunoO uopuluO ut £b£ ON3o sluaulaouldal adid
aT.IoI liuuad tl u.ioI uoptwodsusil, Io luaullmdaQ uuilo.IUO quoM ail ulog uoiluogilou u si siq L
AlunoO uopuluO ui £I'£ ON3o sluaumouldai odid.Io3 liuuad t l 11cVq u so3 uolluogiloN :loafgnS
uosuzog,L alooiN moiluolly
099I-669LZ •O•N `qi?ialL'2I
.IaluaO aoiAJOS PLIN 0991
10-9 Iiufl spuullaM/i0ti
o q cp j ?? . hk © Ajquno .IaIBM 3o uoisiAIQ
SOOZ `I I Aiew
,&xd?a-dO3S NONHgAO0
J-McidIlOQNA'i ATISVa 3 I?HOIY?I
+0, NOI,LV.LNodSxvu L do .LNHW L dvdaQ
4?db?b?
V
VNI IOWD HINON ao UVIS
I.
d
A ,.

.+
Pipe replacement on NC 343 approximately 8.2 miles
from the intersection of US 158 and NC 343.
SAMUEL NASH III
960 NORTH 343
CAMDEN, NC 27921
o`to
o
PROPOS Q?iEADWALL ,
l 01TClLrE
PROPOSED (2)
R x x 6 'CAA
ARCH PIPE
(PROPOSED)
EDGE OF PAVEMENT'
(EXISTING)

TO SOUTH MILLS
NC 343
PIPE DETAIL
=?-EXISTING GITCHLWE
\-lkltoATCHC I?1 • •
NOTE:
PLACE CLASS 8 RIP-RAP F-
AROUND ENDS OF PIPE
SADIE WILLIAMS
STREAM BOX 181 PINCH GUT RD.
q9 CAMDEN, NC 27921
°
Cy
----------------------
i F
i
--------- - --------- ---?
EXISTWO ar rt -- --- ,
I
I 1 1 I
I I I 1
1 I I I
1 1 ; EXISTING (2)
54" X 52' YtP
I I I
1 I I i
1 ,
I 1
1 1 I
I I I I
- - - - - - - - - - - - - -
1 I 1
1 1 1
1 i
' NC 343
I i ? I
TO CAMDEN
1 I
I I I 1 ??-?-?
-'-- - -L-- -------'tL7---
1 1 I I
1 1 1
I 1 I
1 I I
I
I I
1 I 1
I I I 1
1 I 1
1 1 1
1 1
' EDGE OF PAVEMENT
' (FASTING) (PROPOSED)
I I 1
I 1
I I I I
1 1 1 i
I 1
I 1 f
I I
1 I 1 ??
?. EXISTING GITCHLINE
, I
1 I 1
7
1
------------------
W. ALLEN
---------------
PROP P.O. BOX 314
STREAM MILFORD, TX 76670
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDEN
WBS ELEMENT: 39415
DRAWN BY: S.P. FENWICK
DATE: DECEMBER 3, 2004
BARRY D. KNIGHT
1852 MILL LANDING RD. SUBJECT: PIPE REPLACEMENT SCALE: I" = 10'
VIRGINIA BEACH, VA 23457
W J V o
h3 ? a o
O N
O O g
eke
f ?. h 4 l ~
Q; ei ¦
FI 4j
( p
N y h tirn F y
% v
? h p rn PG A o q y
v~i O a O H 6
U g
04
U U O O
o `' `' ? aka N
Iq V4
h?
° "
a
^i ? I X 4 W ? U? a
aLU LU ; Q k
r ti 1
?J r I D I O q
r I = m U 4 y
CO) WV m
o I o<
N I OQ '4oW Z
^? I Xa m Yl
LU It
CLU CL I a ( a= ? LOL,
o I ?-() d W
-,-j a ?I us Z W
Qo 0 Ou
?N Ff m. IVWfl
u W IOU
1
rn O
v I o d Z 00 I' z ^I
IL %0 %0
fn Cie
CL X
Z I I o`er. rn I CTl
Vf I I I ¦?
K I N LL V I 11
Z I I I 1
,1 N I O O
1!?
1
ue I co
( 1
Q. r I O
%4
111 ; m ? I '? \I I Q
Z V
Lcu
rra _ I , ?-' L W
CL A u r, CL.
IC I I N
N I
L I " ?, I O
tn Z? I
?N v~i0
? r
I ? h ?l
SFr ??y ?v?i
0
Office Use Only: ?sr rF,? Fof;erstorit toot
?%?Q? &'o r g y
USACE Action ID No. DWQ No. a
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1.
II.
Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit
? Section 10 Permit
Z 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
Applicant Information
1. Owner/Applicant Information
Name: Clay Willis, NC DOT Division One Environmental Officer
Mailing Address: 113 Airport Dr. Suite 100 Edenton, NC 27932
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Tcwillis6Ddot.state.nc.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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
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: NC 343 , Camden County
2. T.I.P. Project Number (NCDOT Only): WBS # 39415
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Camden County Nearest Town: South Mills
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, .landmarks, etc.): Take US 158 from Elizabeth City
to Camden, then turn left on to NC 343 at stoplight in front of Camden County Hi School.
The project is approximately 8.2 miles from the intersection of US 158 and NC 343.
5. Site coordinates, if available (UTM or Lat/Long): -76.27,36.40 _X 2234(9 .h/ MOZ47
(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, woodland, rural residential area.
7. Property size (acres): 0.11 acres (80 feet long by 60 feet of right of ways
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tibutary to Pasquotank
River
9. River Basin: Pasquotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hqp://h2o.enr.state.nc.us/admin/m4ps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: To replace two structurally failing pipes that
allow water to move under the roadbed and down its drainage path.
11. List the type of equipment to be used to construct the project: backhoe, grader, excavator,
paving equipment and dump trucks.
12. Describe the land use in the vicinity of this project: rural, agriculture, woodland
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: 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
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 None
Wetland Impact Type of Impact* Area of Located within Distance to
Page 5 of 12
Site Number Impact 100-year Floodplain** I Nearest Stream I Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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.)
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 ma)
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Site 1 Stream Pipe Fill g Unnamed tributary to
Pasquotank River 15-17 feet 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
www.usas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.to_pozone.com,
www.niauquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 8
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Type of Impact* Area of Name of Waterbody Type of Waterbody
Site Number Im act if applicable) lake, pond, estuary, sound,
Page 6 of 12
on
* 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 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
All upgrades to pipes are on existing alignment. The shoulders are not being widened to
accommodate more asphalt surface. BMP's will be in place to reduce impacts to adjacent water
bodies and wetlands.
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
Page 7 of 12
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/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
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:GIh2o.enr.state.nc.us/M/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): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
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 ?
Page 8 of 12
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
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 N/A 3
2 1.5
Total i .1
* 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
identified within 15A NCAC 2B.0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Page 9 of 12
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.
Impervious surface area will be increased due to the widening of the roadway surface b 2 feet
on either side. This will result in 0.006 acres of additional impervious area through the area
around the pipe that is being proposed to be replaced.
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.
None
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 2
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 constraints from protected species on this project, due to the absence of habitat
within the existing corridor. NCDOT work is within the existing alignment and disturbed
corridor, no work outside of this area is being proposed.
/yfo<--
Applican gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
. i
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
January 25, 2005
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, N.C. 27699-1650
Attention: Nicole Thomson
LYNDO TIPPETT
SECRETARY
o50194
Subject: Courtesy Notification for a NW 3 permit for pipe replacements of NC 343 in Camden County.
This is a courtesy notification from the North Carolina Department of Transportation for a NW 3
permit for the pipe replacements of NC 343 in Camden County. The existing pipes are failing and need to
be replaced to ensure safe travel. There are two locations being requested for permits for pipe
replacements. The first site is located 7.2 miles from the intersection of US 158 and NC 343. The Division
of Coastal Management (DCM) considered the waters at this site "Public Trust Waters". Therefore,
NCDOT is requesting a GP 23 permit. The MP-1 and MP-5 forms are included in this packet. The second
site is located 8.2 miles from the intersection of US 158 and NC 343. The pipe replacements impact 8
linear feet of stream impacts. A PCN form is included for this site in this packet. There are no wetlands
located at either site. Permit drawings and a site location map are included in this letter. If you need any
additional information or have any questions concerning this project please call me at 252-482-7977.
Sincerely,
Anthony Roper, PE
Division One Engineer
Clay Willis Uv
Division One Environmental Officer
Cc Bill Biddlecome, USACOE
FEB o D
2 2005
DENR W,
sNERQ?AND STTI? ;TERl H
Pipe replacement on NC 343 approximately 8.2 miles
from the intersection of US 158 and NC 343.
t' -
Cem •,? '' - ?
I F.
f
?l
- 4t-
''?` ter. -!... '_,. -? - `_ • • , '• r - ! "
?-
13
-e
{
.41
AIF .0
Bunn
-• -- ? ? ..,. ._._.._. y . ,-_'?uYnt ills !o - ? , 's ?
--- -? -?- +
'Gen, A
,. - a. r ., g. , Ch r .;
r Cp revA Celt.
PAS
QIJ() K CO ' 1 !
? t
;rem
{
W E
S
SAMUEL NASH III ?i SADIE WILLIAMS
960 NORTH 343 STREAM BOX 181 PINCH GUT RD
CAMDEN, NC 27921 / q9 CAMDEN, NC 27921
O
--
Lw?
-------- PROPOS ---- ---------- - --------- --
r EXISTW (iT ltd-- ?- t
l-EMM4 DITCHME I I I t
1 1 1 I
1 I I I
1 1 I 1
EXISTING %
PROPOSED (2) RRGG
95° x 67° x b' CAA 1 1 54 X 52 P
1 1 I I
ARCH PIPE
1 I 1 I
1 1 I
(PROPOSED)
1 I I I
EDGE OF PAVEMENT
I I 1 I
- - - - - - - - - - - - - - - - - - - - - - - - -
(EXISTING) I I T
1 1 I 1
1 I I 1
1 1 1 I
' NC 343
1 1 I I
' TO CAMDEN
I 1 I 1
-??((?'???? I I I 1
- L_ ' I I 1 - - - - - - --
I I I 1
TO I I I
SOUTH MILLS ;
I I 1
NC 343 I '
I I 1
1 I I 1
I 1
I I I 1
I i
I I I I
EDGE OF PAVEMENT
I I I
PIPE DETAIL I (EXISTING) (PROPOSED)
I I I 1
1 I I I
I I 1 I
1 1 1 I
I I I 1
1 1 I I
1 I I I
EXISTING DITCHLCNE
?EX[STING OITCHLENE
3- 1 L
i I I I
I I 1 I
S? a
°??`W. W. ALLEN
o°1TCNL1?= PROP P.O. BOX 314
NOTE: STREAM MILFORD, TX 76670
PLACE CLASS B RIP-RAP
AROUND ENDS OF PIPE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDEN DRAWN BY: S. P. FEN WICK
WBS ELEMENT: 39415 DATE: DECEMBER 3, 2004
BARRY D. KNIGHT
1852 MILL LANDING RD. SUBJECT: PIPE REPLACEMENT SCALE: 1'° = 10,
VIRGINIA BEACH, VA 23457
/1,
o?
N
I °
CL 14
CL = r O x H d w
h W
H ?• a
r C x a ro
4 V H `?
Z y C y a 4 4 y
H o a o e
A o ?oz cq
NO iq
C_ f I x .1 y a
f ' a h q
X 4 Q O 4
U? 4 I I I i. U U
I Q x 1
_I f I aW ? LLI
= m V 4 ?J
?I? Q F Q
O I N< CIO Lu :4
Oa O 'OW z
u+ F'
O LG N
Lu -, CL is
CLu a- to
= I
c C*4 I Q (l Lu
_ I Q I Q 0,u
(? i ( Ir
N mW I W? 1 CEO
IOU m
V
o Z ?
?/ v g a. I O n. Z Z
? l o0 A
10 O M V ? x? Lu
U ?
Z I °,
N a 'n I I
- CL
X I N X u I
I %t LL
I ' o oZ
I ??1 I
,l N I 00
0.
0 cc
- I I O
Z I CL r- LI
1 I
cc
m °z I ??? 1 1 m
WW
I
I. r I N
N ,
N I x O
( I t9 Z CL
Z' > I
IN N0 f?
? Ih
Office Use Only: O 5 01y^ 4 Form Version April 2001
USACE 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.
I. Processing
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: NW
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: Clay Willis, NC DOT Division One Environmental Officer
Mailing Address: 113 Airport Dr. Suite 100 Edenton, NC 27932
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: TcwillisAdot.state.nc.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: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
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: NC 343 Camden County
2. T.I.P. Project Number (NCDOT Only): WBS # 39415
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Camden County Nearest Town: South Mills
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take US 158 from Elizabeth City
to Camden then turn left on to NC 343 at stoplight in front of Camden County Hi School.
The project is approximately 8.2 miles from the intersection of US 158 and NC 343.
5. Site coordinates, if available (UTM or Lat/Long): -76.27 , 36.40
(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 woodland rural residential area.
7. Property size (acres): 0.11 acres (80 feet long by 60 feet of right of way)
8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tibutary to Pasquotank
River
9. River Basin: Pasquotank
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hqp://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: To replace two structurally failing -pipes that
allow water to move under the roadbed and down its drainage path.
11. List the type of equipment to be used to construct the project: backhoe, grader, excavator,
paying equipment and dump trucks.
12. Describe the land use in the vicinity of this project: rural agriculture, woodland
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: 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
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 None
Wetland Impact Type of Impact* Area of Located within Distance to
Page 5 of 12
Site Number Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on man) (acres) (yes/no) (linear feet)
* i kt each imnsnt sP.nnrntely and identifv temnorarv impacts. Imnacts 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.)
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 ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
lease specify)
Site 1 Stream Pipe Fill 8 Unnamed tributary to
Pasquotank River 15-17 feet 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
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact *
Type of Impact Area of Name of Waterbody Type of Waterbody
Site Number Im act if applicable) (lake, pond, estuary, sound,
Page 6 of 12
indicate on
* 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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to, pond: N/A Expected pond surface area: N/A
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.
All upgrades to pipes are on existing alignment. The shoulders are not being widened to
accommodate more asphalt surface. BMP's will be in place to reduce impacts to adjacent water
bodies and wetlands.
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
Page 7 of 12
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/stringide.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) 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 htty://h2o.enr.state.nc.us/wry/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): None
Amount of Riparian wetland mitigation requested (acres): None
Amount of Non-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
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 ?
Page 8 of 12
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 N
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
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 )?
Yes ? No N 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 N/A 3
2 1.5
1 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 / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B.0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Page 9 of 12
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.
Impervious surface area will be increased due to the widening of the roadway surface by 2 feet
on either side This will result in 0.006 acres of additional impervious area through the area
around the pipe that is being -proposed to be replaced
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.
None
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).
There are no constraints from protected species on this project, due to the absence of habitat
within the existing corridor. NCDOT work is within the existing alignment and disturbed
corridor, no work outside of this area is being proposed.

Applicang', gent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
Pipe replacement on NC 343 approximately 7.1 miles
from the intersection of US 158 and NC 343.
WAVERLY SAWYER JACK MANSFIELD
117 HAVENWOOD DR. %J? 831 NORTH 343
CAMDEN, NC 27921,00 CANAL
CAMDEN, NC 27921
?eoZ . ` . \ REL OCA tE ,5
'C'
\
i QQ ,
`- ------------------------------?/ / EXISTING 15" RCP
PROPOSED HEADWALL
XISTING DITCHLINE ?_ _ _ - _ _ 1 _
I I I
I 1 I i I 1 I
1 1 I 1 t
t
I I I
I 1 I 1 I 1 1
1 I 1 1 1
I

PROPOSED (3) I I I 1 I I 1 1
'
72' x 52' CAA PIPE "

(EXISTING} (PROPOSED) 1 1

1 I 1 1 1 1

1 1 I

'

1
EXISTING (4)

,-!i4- X 52' RCP
EDGE OF PAVEMENT 1
I f l
I 1 1 1
1 I 1 1
1 1 1
1
I 1 1 1 I 1 I
I 1 I
1 I i I
1 1 I 1
1 1 1
1
I 1 1 1 I t t 1
1 1 I t I I I I

1
1 t 1 1
1 1 1 1
1 I
1 NC 343
1
1 1 1
1 I 1
1 I 1
1 1
1 TO CAMDEN

----------- 1
I
?-
1 1 1
I 1
y
I 1 1 I
I I
-'?-
I 1 I 1
1 I 1
1
-?

------ ----

1
1 1
I I I i
I I 1
I
TO SOUTH MILLS
I
I 1
I 1
I I
I
NC 343
i
I 1
I I
I I
I
1 1 t I 1 I 1 1
1 I I I 1 I I 1
1 1 1 I 1 I 1 I
1 I 1 I 1 I I I (EXISTING)
I I I I I I I 1
1 I
1 I I I I I EDGE OF PAVEMENT
(PROPOSED)
I I 1 I I I I I
I i i I I I I 1
1 I I I I I I I
I 1 1 1 1 I 1 1
1 1 1 I I I I I
1 1 I I 1 I I I
1 I I I I I 1 1
I I I I I I 1 I
I 1 I I I 1 1
I 1 I I I I 1 I ?
1 1 1 I 1 i 1 ???."?
EXISTM 01TOLDE 1 1 1 1
/ --- -
NOTE:
PLACE CLASS 8 RIP-RAP
AROUND ENDS OF PIPE
JACK MANSFIELD
831 NORTH 343
CAMDEN, NC 27921
f JACK MANSFIELD
I( 831 NORTH 343
CAMDEN, NC 27921
PIPE DETAIL
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
COUNTY: CAMDEN DRAWN BY: S.P. FENWICK
WBS ELEMENT: 39415 DATE: DECEMBER 3, 2004
SUBJECT: PIPE REPLACEMENT SCALE: 1" = 10'
P-
k
J U `?
-? a o
Q ?
O 4 ? ?
h
O rLU to
L h 4 V
Vf d w U Q' O 4
x
m 44
1 t4 'k N
CL-
-4 C9 It ti e
I K N C V a vhR' x
C
` U C
`? I 1 b y 4
l? , I I a' y x a x a
q
// I I O ? ? a Q ? a ti
r?,` I 1 IL V M 0.
Se I w F: t:
1[/\? /? I I 0
?1 / ' ' d I Q E' W c1
/ I I I 5 C ?
I I I U M y
// I I
I I LU
' I W
I I m m y
I I m IW ,I
V ?` I I n. I
I I
o I I O J dW
W
I? 3 I
I I W
' I CL IV ??? 1 rl LU
I? 1 I I o?a
W
N ' ' m I 0 F. 0
1
U Ix ' I I smU'
W
I Fil N Z I ' O yA
Q W
1 I LU IM 1 I I Z ^i
I d I X Z I I
I I y Q I W
V I N I ?.X Q }
to LL. I
W I x I 0 {i? 0 I O -_ 11
lu Ix
O O Id ??II I I I
C,6 n
\ d J / I I PC7?
V 1 O m I 1 I I
\ I i ?
\ I Z I I?
I 1 H I / 1? ' I
1 Z I I J-
0 Fza a II v
W
A II
V O 1 I I W
CL- ca K ? I 1 W
I Z \ I I h
? I? h 1 I i o
4
( I II
1 IZ ?I
IN
I? ?
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address 113 Airport Road
City Edenton
Zip 27932
Fax [phone]
b. Authorized Agent:
State N.C.
Day Phone [phone]
Name Clay Willis, Environmental Officer
Address 113 Airport Road
City Edenton
State N.C.
Zip 27932 Day Phone [phone]
Fax [phone]
Project name (if any) NC 343 Pipe Replacement
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Camden
b. City, town, community or landmark
South Mills
c. Street address or secondary road number
NC 343
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Pas uotank River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace existing (4) 52" x 54' RMP with (3) 72" x
52' CAA pipe
b. Is the proposed activity maintenance of an existing
project, new work, or both? Maintenance
c. Will the project be for public, private or commercial
use? public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. The purpose of this project is to
replace existing pipes that are structurally failing
on NC 343. Methods of construction will be
current NCDOT practices for pipe replacement,
using Best Management Practices.
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or
NWL 6 feet
d. Soil type(s) and texture(s) of tract
(AaA) Altivista
e. Vegetation on tract Various roadside grasses such
as fescue and panic grass. Carex spp. and
polygonum spp., Saururus cernuus L., Nyssa
biflora, and Taxodium distichum adjacent to canal
bank..
f. Man-made features now on tract NC 343
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural X OTher
h. How is the tract zoned by local government?
N/A
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? _ Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
None
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
from NC 343.
o. Describe existing drinking water supply source.
None
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 77.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
Form DCM-MP-1
•A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Jack Mansfield
Address 831 North 343
Camden, NC 27921
Phone

Name Waverly Sawyer
Address 117 Havenwood Drive
Camden, NC 27921
Phone

Name
Address

Phone

Name
Address

Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N. C. G. S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 26th day of January , 2005
Print Name Clay Willis
Signature A/M I J. ? I .
Landowner or Autho ' ed Ag
Please indicate attachments pertaining to your proposed
project.
_ DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
X DCM MP-5 Bridges and Culverts
- DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes No
if yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes _ No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes -No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes _ No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
Unnamed tributary to Pasquotank River
b. Number of culverts proposed 3
c. Type of culvert (construction material, style)
72" x 52' CAA Pipe
d. Will proposed culvert replace an existing bridge?
Yes X No
If yes,
Revised 03/95
Form DCM-MP-5
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
X Yes No
If yes,
(1) Length of existing culvert 52'
(2) Width of existing culvert 54"
(3) Height of the top of the existing culvert above
the MHW or NWL 1.5'
(4) Will all, or a part of, the existing culvert be
removed? (Explain) All
f. Length of proposed culvert 52'
g. Width of proposed culvert 72"
h. Height of the top of the proposed culvert above the
MHW or NWL 2.0'
i. Will the proposed culvert affect existing water flow?
X Yes _ No
If yes, explain Enhance hydrologic flow regimes
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
if yes,
(1) Length of area to be excavated 10'
(2) Width of area to be excavated 30'
(3) Depth of area to be excavated 1.5'
(4) Amount of material to be excavated in cubic
yards 16.7
b. Will the placement of the proposed bridge or culvert
require any excavation within: No
_ Coastal Wetlands _ SAVs -Other Wetlands
If yes,
(1) Length of area to be excavated N/A
(2) Width of area to be excavated N/A
(3) Amount of material to be excavated in cubic
yards N/A
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 20'
(2) Width of area to be excavated 18'
(3) Amount of material to be excavated in cubic
yards 80.0
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
NCDOT approved waste area site
(2) Dimensions of spoil disposal area
N/A
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? -Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
Revised 03/95
Form DCM-MP-5
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within: No
_ Coastal Wetlands, SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? -Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled '
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
if yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? _ Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Using NCDOT Best
Management Practices.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? tracked excavator, dumptruck, backhoe
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
if yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
Clay Willis, Environmental Officer
Applicant or Project Name
e, /(
Signature
(/ _X/O s
Date
Revised 03/95