20041259 Ver 1_Complete File_20040729

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
July 15, 2004
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, North Carolina 28403
ATTENTION: Mr. Richard Spencer
NCDOT Regulatory Project Manager
JUL 2 9 2004
WATER QUALI f Y SI=CTION

LYNDO TIPPETT
SECRETARY
Subject: Replacement of Bridge No. 33 on SR 1708 over Horseshoe Swamp, Bladen
County, NCMA 6002
Please find attached the Pre-Construction Notification (PCN) Application Form for the
referenced project. The North Carolina Department of Transportation (NCDOT) proposes to
replace Bridge No. 33 over Horseshoe Swamp in Bladen County. During construction, traffic
will be detoured off-site using existing secondary roads. The anticipated let date for this
proposed project is August 2004.
The existing structure has five spans and was built in 1962. The bridge has a sufficiency
rating of 25.6 and is structurally deficient. The superstructure is composed of a reinforced
concrete floor on timber joists. End bents and interior bents are timber caps on timber piles with
steel crutches. Reinforced concrete repair jackets have been added to four pilings. The existing
structure is 86 feet long. The existing bridge will be removed in accordance with the NCDOT
Best Management Practices (BMP) for Bridge Demolition and Removal (BDR). The timber and
steel components will be removed without dropping any components into Waters of the U.S.
However, there is potential for small amounts of concrete components of the bridge to be
dropped into Waters of the U.S. during demolition. The resulting temporary fill associated with
demolition of the concrete deck and concrete repair jackets is estimated to be approximately 13
cubic yards.
The recommended replacement structure is a three span bridge approximately 135 feet in
length. The approach roadway will hold the existing horizontal alignment and roadway width. It
will also be at approximately the same elevation as the existing roadway. Deck and roadway
drainage will be maintained by utilizing a minimum grade of 0.3 percent and a minimum cross-
slope of 2.0 percent for the proposed structure and roadway approaches. Current plans also
include funnel pipe deck drains to reduce potential for water and ice-related crashes. Drainage
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
P013ox 1150 FAX [phone] Gillespie St.
FAYETTEVILLE. NC 28302 Fayetteville, NC 28301
WEBSI7E: IMNW. DOH. DOT. STATE. NC. US
from these funnel pipe drains will flow to rip-rap energy dissipaters near the bridge abutments
and will be diverted away from the stream.
Horseshoe Swamp is the only jurisdictional surface water resource that will be impacted.
The stream is located within the Lumber River drainage, subbasin 03-07-58, and federal
hydrologic unit 03040206. The North Carolina Division of Water Quality (NCDWQ) has
designated a best usage classification for Horseshoe Swamp of C-SW from its origin to its
confluence with Elkton Swamp. No Outstanding Resource Waters (ORW) or Water Supplies
(WS-I and WS-H) waters occur within 3.0 miles of the project study area.
Jurisdictional wetlands are located immediately adjacent to the existing bridge.
Permanent wetland impacts include 0.04 acres where the toe of the fill slope will exceed the
wetland boundary at each corner of the bridge. Temporary wetland impacts include
approximately 0.11 acres of mechanized clearing. Temporary impacts to jurisdictional
surface water include approximately 30 linear feet associated with the removal of endbents.
Measures will be taken to ensure that sediment releases from this activity will be contained to the
immediate location of the pile removal operation.
The proposed bridge replacement is a Case 3 demolition project as described by the
NCDOT BMP-BDR.
The United States Fish and Wildlife Service (USFWS) has identified five endangered (E)
species and one threatened species due to similarity of appearance [T(S/A)] in Bladen County.
No habitat is available within the project area for any of these species. No habitat is available
within the project area for all of these species except for pondberry (Lindera melissafolia).
Habitat for pondberry exists within the project study area. A plant-by-plant survey was
conducted for pondberry in mid-March 2004. During this field survey no pondberry was
observed within the study area. Based on this information a determination of Alay Affect; Not
Likely to Adversely Affect has been given this project site concerning pondberry.
We are requesting the issuance of a Nationwide Permit No. 3 authorizing construction
activities associated with the replacement of Bridge No. 122. We anticipate that 401 General
Water Quality Certification No. 3376 will be authorized by the NCDWQ. The NCDOT will
comply with all conditions of the 401 Water Quality Certification.
If you have any questions or comments concerning the project, please contact me at
[phone], ext. 8277. Thank you for your assistance.
incerely,
q?.•-? _ ?7wS
i
James . Rerko
Division Environmental Officer
Attachment
Office Use Only: 0 ii 12 59 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.
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit
Section 10 Permit
?X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?Zi
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: Highway Division 6 (mail) Highway Division 6 (delivery)
PO Box 1150 558 Gillespie St.
Fayettville, NC 28302 Fayettville NC 28301
Attn: Terry Gibson, Division Engineer
Telephone Number:[phone] Fax Number: [phone]
E-mail Address: tgibsonPdot.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: James J. Rerko
Company Affiliation: NCDOT Division 6 Environmental Officer
Mailing Address: PO Box 1150
Fayetteville, NC 28302
Telephone Number:_ [phone] Fax Number: [phone]
E-mail Address: iirerko(a,dot.state.nc.uc
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: Replacement of Bridge No. 33 on SR 1708 over Horseshoe Swamp
2. T.I.P. Project Number (NCDOT Only): MA-6002
3. Property Identification Number (Tax PIN):
4. Location
County: Bladen Nearest Town: Clarkton
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): From Elizabethtown, take
Colle,ge Street south to Old Rosindale Road. Turn right onto Old Rosindale Road south and
continue to Clarks Crossroads. The site is on Rosindale Road approximately 1.5 miles south
of Clarks Crossroads.
5. Site coordinates, if available (UTM or Lat/Long): 34° 29' 51.2" N / 78° 34' 17.6" W
(approx.)
(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: Existing
bridge crossing Horseshoe Swamp and surrounding land use is forested wetland. See
attached cover letter.
7. Property size (acres): 1.45 acres (0.59 hectares) (estimated based on 1,055-foot length of
project and 60-foot wide right-of-way)
8. Nearest body of water (stream/river/sound/oceanilake): Horseshoe Swam
9. River Basin: Lumber River Basin
Page 4 of 12
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Remove bridge No. 33 over Horseshow
Swamp and replace with a new bridge structure on the existing location.
11. List the type of equipment to be used to construct the project: Crane, hydraulic excavator,
concrete mixer trucks, and dumptrucks (standard bridge construction equipment)
12. Describe the land use in the vicinity of this project: Forested, with some agricultural land
within '/z mile north and south of the project location.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any 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
Page 5 of 12
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
Wetland
Impact
Sit Area of Located within Distance to
eber
Num Type of Impact* Impact Floo 1d yeaplain** N earest Stream Type of Wetland***
(indicate (acres) (yes/no) (linear feet)
on ma
1. Permanent, fill at toe of slopes 0.04 yes 10 - 15 feet Cypress & hardwood
swamp
2 Temporary, mechanized 0.11 yes 10 feet Cypress & hardwood
clearing swamp
List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wwtiv.fcfna.izov.
*** 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: 3.62
Total area of wetland impact proposed: 0.04 (permanent) 0.11 (temporary)
2. Stream Impacts, including all intermittent and perennial streams
Stream

Impact Site Length of
Impact
Stream
Average Width
Perennial or
Number *
Type of Impact* (linear Name** of Stream Before Intermittent?
(indicate on feet) Impact (please specify)
ma
3 ary (re moval of endbent along
L
p 30 Horseshoe
edge
of
stream)
Swamp - 30 f et Perennial
List each impact separately and identity 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.
Page 6 of 12
** 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
vvww.usss.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., \N\Nw.topozonc.com,
www.niapguest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 30
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water
Impact
Area of Impact Name of Type of Waterbody
Site Number Type of Impact* (acres) Waterbody (lake, pond, estuary,
indicate on ma (if applicable) 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
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: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The preferred alternative for bridge replacement is for an off-site detour utilizine existing
secondary roads. This eliminates the need for construction of an on-site temporary detour during
bridge replacement and avoids additional impacts to Horseshoe Swamp and adjacent wetlands
The roadway approaches and bridge grade have been designed to approximately match the
existine bridee and roadwav elevations. therebv minimizine potential impacts to wetlands during
mechanized clearing and grading for bridge approaches Temporary impacts to water quality,
such as sedimentation will be minimized during construction by use of Best Management
Practices (BMPs) for the Protection of Surface Waters. Avoidance of wetlands at staging areas
and erosion control are a part of this BMP. Construction equipment will be operated from the
Page 7 of 12
existin.g roadway elevation to the extent possible thereby avoiding or reducing additional
wetland impacts due to equipment.
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/strmeide.litml.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http:// 12o.enr.state.iic.tis/wM/index,htrrIf
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (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
*Environmental documentation is the minimum criteria checklist.
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.
Page 9 of 12
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 ?X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* 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.
XI.
XII.
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
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.
Existing impervious acreage is 0.46 acres (0.19 hectares). Proposed imnervious acreaue is
0.46 acres (0.19 hectares). Total acreage of the project site is approximately 3.0 acres (,0.59
hectares). The project area is 300 feet (91 m) wide and 1,000 feet (305.0 m) long with the
existing bridge structure located at the center of the study area. The widening of the roadway has
been proposed.
Bridge deck drainage will be directed away from Horseshoe Swamp by use of two funnel
drain pipes with discharge directed to rip-rap energy dissipaters located near the bridge
abutment.
Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 12
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?X
Is this an after-the-fact permit application?
Yes ? No
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).
N/A
b 7/L3/6
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Page 11 of 12
FIGURE 1
JURISDICTIONAL WETLANDS _
- - - - -APPROXIMATE ROAD LOCATION
STUDY CORRIDOR
;v
WA WA
3b'2 AC
--------------
-F--MULKEY WETLANDS SCALE: Figure No.
;; o ..., MA6002 1" = 150'
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c S ? ? J Bridge No. 33 On SR 1708 Over Horseshoe Swamp Figure No.
ENGINEERS & CONSULTANTS ANTS
Bladen County, North Carolina
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Scale: 1:24,000 '
ILIEG END

--WLB WETLAND BOUNDARY PROPOSED BRIDGE
WETLAND
L PROPOSED BOX CULVERT
DENOTES FILL IN
® WETLAN D - PROPOSED PIPE CULVERT
12'- 4 8'
® DENOTES FILL IN (DASHED LINES DENOTE PIPES
SURFACE WATER EXISTNG STRUCTURES) 54' PIPES
& ABOVE
DENOTES FILL IN
® SURFACE WATER
(POND) SINGLE TREE
® DENOTES TEMPORARY
FILL IN WETLAND WOODS LINE
® DENOTES EXCAVATION
IN WETLAND DRAINAGE INLET
DENOTES TEMPORARY
FILL IN SURFACE
® ?
WATER ROOTWAD
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-> FLOW DIRECTION
TB
TOP OF BANK
WE EDGE OF WATER
C PROP. LIMIT OF CUT
F PROP. LIMIT OF FILL
PROP. RIGHT OF WAY
NG NATURAL GROUND
PL PROPERTY LINE
-TOE- TEMP. DRAINAGE
EASEMENT
-PDE- PERMANENT DRAINAGE
EASEMENT
-EAB- EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB- EXIST. ENDANGERED
PLANT BOUNDARY
- '7 - - - WATER SURFACE
xx xxx x x LIVE STAKES
CD BOULDER
-- CORE FIBER ROLLS
?w DENOTES AREA TO BE EXCAVATED

RIP RAP
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
El PREFORMED SCOUR HOLE
LEVEL SPREADER (LS)
DITCH /
GRASS SWALE
® DENOTES IMPACTS TO
BUFFER ZONE 1
® DENOTES IMPACTS TO
BUFFER ZONE 2
NCDO T
DIVISION OF HIGHWAYS
BLADEN COUNTY
PROJECT: MA-6002
REPLACE BRIDGE "33
ON SR 1708 OVER
HORSESHOE SWAMP
SHEET OF 2-13-04
PIE (OPERTY (OWNERS
NAMES AND ADDRESSES
REFERENCE NO. NAMES ADDRESSES
SP FORESTS LLC 865 JOHN L. RIEGEL RD.
REIGELWOOD, NC 28456
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DENOTES MATERIAL TO BE
REMOVED TO EL. 495.0

ROFILE

SCALE: 1" : 50' (HORIZON'T'AL)
1" :10' (VER'T'ICAL) N CDO T°
DIVISION OF HIGHWAYS
BLADEN COUNTY
PROJECT: MA-6002
REPLACE BRIDGE 033
ON SR 1708 OVER
HORSESHOE SWAMP
SHEET OF 2-24-04

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY.
GOVERNOR
NCDENR Division of Water Quality
John Hennessy
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260
JULY 26, 2004
O: 'i259
LYNDO TIPPETT
SECRETARY
WETLANDS/ 401 GROUP
JUL 2 9 2004
RE: Bridge #33 Replacement / SR 1708 / Bladen County
State Project # NCMA 6002
USACOE NWP#3 / NCDENR WQC 3376
Dear Mr. Hennessy:
WATER QUALITY SECTION
Enclosed, please find two (2) courtesy copies of a PCN and related documentation for the
replacement of Bridge #33 along SR 1708 in Bladen County. The project will be completed in
compliance with NCDENR Division of Water Quality General Certification 3376, and, USACE
Nationwide Permit #3.
The Bridge Replacement Project is a Moving Ahead Project.
If you should have any questions or comments regarding this notification, please feel free to
contact me.
incerely,
James . Rerko, PWS
Division 6 Environmental Officer
P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone]- Fax [phone]