20052075 Ver 1_Complete File_20051117

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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
November 10, 2005
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
Post Office Box 1890 -()5 2vn 7 5
Wilmington, North Carolina 28402-1890
ATTENTION: Mr. David L. Timpy
NCDOT Coordinator
SUBJECT: Nationwide 23 Permit Application for the Replacement of Bridge No. 35 over Panther
Creek on NC 111, Duplin County. Federal Aid Project BRSTP-0111 (8), State Project
No. 33284.1.1, TIP Project No. B-3836.
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 35
over Panther Creek on NC 111 in Duplin County. The contract will be implemented as a Division Purchase
Order Contract (POC) project. The existing 3 span, 75.4-11 steel I-beam supported concrete deck bridge
with 24.8 ft of clear roadway will be replaced with a longer bridge along the existing alignment. The
proposed bridge will be 2 span, 105-ft steel H pile prestressed concrete cored slab bridge with 36 ft of clear
roadway. Please find enclosed copies of the Programmatic Categorical Exclusion (PCE) document,
hydrological report and half-size plan sheets.
The structure will include two -13.5 ft travel lanes with 4.5-ft offsets. Approach work will
consist of resurfacing and tying into the existing alignment for approximately 81 feet to the south and
approximately 86 feet to the north of the existing bridge. The roadway approaches and bridge grades will
approximately match existing elevations therefore there will be no reduction in vertical clearance.
Guardrail will be installed where warranted and as depicted on the plan sheet. Traffic will be detoured
along surrounding roads during construction.
IMPACTS TO WATERS OF THE UNITED STATES
This project is located in the Cape Fear River Basin within USGS hydrologic unit 03030007 (subbasin
030622). The proposed bridge replacement is located over the Panther Creek (DWQ Index No. 18-74-18)
Class C Sw. Construction of the proposed project will result in 0.0 acres of wetland impacts and 12 ft of
stream impacts as a result of widening the bridge. Bridge No. 35 is being constructed using top
construction methods to avoid and minimize impact and therefore there will be no temporary impacts. Rip
rap slope protection around the end bents is being proposed at a 2:1 slope to further minimize impacts. No
permanent or temporary utility impacts are proposed with this project.
BRIDGE DEMOLITION
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]
The existing deck and bridge railings are composed of concrete. The substructure is composed of steel I-
beams. The Department will take every precautionary measure necessary to ensure that no components will
be dropped into waters of the United States. The bridge will be removed using top down methods and
NCDOT's Best Management Practices for Bridge Demolition and Removal will be followed.
COMPENSATORY MITIGATION
The Department has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. As a result of this effort, there no wetland impacts associated with this project,
which is located in the Cape Fear River Basin within USGS hydrologic unit 03030007 (subbasin 030622),
and therefore no mitigation is proposed.
NATURAL AND HISTORIC RESOURCES
FEDERALLY PROTECTED SPECIES
Species with the federal classification of Endangered, Threatened, Proposed Endangered and Proposed
Threatened are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of
1973 as amended (16 U.S.C. 1531 et seq.). The United States Fish and Wildlife Service lists two federally
protected species for Duplin County: American alligator (Alligator mississippiensis) and Red-cockaded
woodpecker (Picoldes bbrealis). A Field and GIS Survey has been completed for this project and a
determination of "No Effect" for the listed species is recommended.
ANADROMOUS FISH
Anadromous fish species have not been documented as occurring in the project area. However the project
resides in the Coastal Plain physiographic province and anadromous fish have been documented in the
extreme southern portion of Duplin County, therefore NCDOT's Stream Crossing Guidelines for
Anadromous Fish will be utilized to ensure that the replacement of the bridge will not impede anadromous
fish.
HISTORICAL RESOURCES
Pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic
Preservations Regulations for Compliance with Section 106 codified at 296 CFR Part 800, this project has
been submitted for review for effects on historical and archeological resources.
REGULATORY APPROVAL
Section 404 Permit: This project is being processed by the Federal Highway Administration as a
"Categorical Exclusion" in accordance with 23 CFR 771.115(b). Therefore we do not anticipate requesting
an individual permit but propose to proceed under Nationwide 23 as authorized by a Nationwide Permit (67
FR 2020; January 15, 2002).
Section 401 Permit: We anticipate 401 General Certification number 3403 will apply to this project. The
NCDOT will adhere to all general conditions of the Water Quality Certification. Therefore, in accordance
with 15A NCAC 2H, Section 0.500(a), we are providing two copies of this application to the North
Carolina Department of Environment and Natural Resources, Division of Water Quality, for review.
If you have any questions or need additional information please feel free to contact me at [phone].
Sinceely,
XLI-
Mason Herndon
Division 3 DEO
cc:
w/attachment
Mr. Brian Wrenn, Division of Water Quality (2 copies)
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]
CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
TIP Project No.
State Project No.
Federal-Aid Project No.
B-3836
33284.1.1
BRSTP-0111(8)
A. Project Description: (Include project scope and location and refer to the attached
project location map.)
This project proposes to replace bridge No. 35 on NC 111 over Panther Creek in Duplin
county. The bridge will be replaced with a new 105-foot long bridge in approximately the
same location and roadway elevations as the existing bridge. The roadway cross section
of the new bridge will include two I 1-foot lanes with 6-foot offsets. Approach work will
consist of resurfacing and tieing into the existing alignment. Guardrail will be installed
where warranted. Traffic will be detoured along surrounding roads during construction.
See attached map for project location.
B. Purpose and Need:
Bridge No. 35 has a sufficiency rating of 30.5 out of a possible 100. The deck and
substructure of this 54-year old bridge are rated "structurally deficient". Thus,
rehabilitation is not economically feasible. The replacement of Bridge No. 35 will result
in elimination of restrictive weight limits and allow safer and more efficient traffic
operation on this section of the highway.
C. Proposed Improvements:
Circle one or more of the following Type II improvements, which apply to the
project:
Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).
a. Restoring, Resurfacing, Rehabilitating, and Reconstructing
pavement (3R and 4R improvements)
b. Widening roadway and shoulders without adding through lanes
c. Modernizing gore treatments
d. Constructing lane improvements (merge, auxiliary, and turn lanes)
e. Adding shoulder drains
f. Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treatments
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane)
2. Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting.
NGINEERING
a. Installing ramp metering devices
b. Installing lights
c. Adding or upgrading guardrail
d. Installing safety barriers including Jersey type barriers and pier
protection
e. Installing or replacing impact attenuators
f. Upgrading medians including adding or upgrading median barriers
g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing clear zone safety improvements including removing
hazards and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hardware including bridge rail retrofit
3O Bridge rehabilitation, reconstruction, or replacement or the construction of
grade separation to replace existing at-grade railroad crossings.
a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
c. Rehabilitating bridges including painting (no red lead paint), scour
repair, fender systems, and minor structural improvements
O Replacing a bridge (structure and/or fill)
4. Transportation corridor fringe parking facilities.
5. Construction of new truck weigh stations or rest areas.
6. Approvals for disposal of excess right-of-way or for joint or limited use of
right-of-way, where the proposed use does not have significant adverse
impacts.
7. Approvals for changes in access control.
8. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and located on or near
a street with adequate capacity to handle anticipated bus and support
vehicle traffic.
9. Rehabilitation or reconstruction of existing rail and bus buildings and
ancillary facilities where only minor amounts of additional land are
required and there is not a substantial increase in the number of users.
10. Construction of bus transfer facilities (an open area consisting of
passenger shelters, boarding areas, kiosks and related street
improvements) when located in a commercial area or other high activity
center in which there is adequate street capacity for projected bus traffic.
11. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and where there is no
significant noise impact on the surrounding community.
2
ETNERILL
NGINEERING
12. Acquisition of land for hardship or protective purposes, advance land
acquisition loans under section 3(b) of the UMT Act. Hardship and
protective buying will be permitted only for a particular parcel or a limited
number of parcels. These types of land acquisition qualify for a CE only
where the acquisition will not limit the evaluation of alternatives,
including shifts in alignment for planned construction projects, which may
be required in the NEPA process. No project development on such land
may proceed until the NEPA process has been completed.
D
Special Project Information: (Include Environmental Commitments and Permits
Required.)
Estimated Costs:
Total Construction $348,000
Right of Way 0
Total $348,000
Estimated Traffic:
Current - 2200 VPD
Year 2010 - 4400 VPD
TTST - 4
Dual - 3
Proposed Typical Cross Section:
The approach roadway cross section will include two 11-foot lanes with 6-foot grass
shoulders. The shoulder width will increase to 9-feet where guardrail is installed.
Design Speed: 60mph
Functional Classification:
Division Office Comments:
MAJOR COLLECTOR
The Division 3 Construction Office concurs in the recommendation of replacing bridge
No. 35 in the existing location and detouring traffic along surrounding roads during
construction
Bridge Demolition:
Bridge No. 35 contains 6 spans totaling 76 feet in length. The bridge is composed of
concrete deck, steel 1-beams, concrete cap and timber piles. The interior bent piles are
submerged in Waters of the United States. Therefore, bridge No. 35 will be removed
without dropping any of its components into Waters of the United States.
ETPERILL
NGIN ERING
3
E. Threshold Criteria
The following evaluation of threshold criteria must be completed for Type II
actions
ECOLOGICAL YES NO
(1) Will the project have a substantial impact on any
unique or important natural resour
?
? X
?
ce
(2) Does the project involve habitat where federally
listed endangered or threatened species may occur?
? X
?
(3) Will the project affect anadromous fish? ? X
(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one-tenth (1/10) of an acre and have all practicable measures
to avoid and minimize wetland t
ki
b
?
a
ngs
een evaluated?
(5) Will the project require the use of U. S. Forest Service lands? ? X
(6) Will the quality of adjacent water resources be adversely
impacted by proposed construction activities? ? X
?
(7) Does the project involve waters classified as Outstanding Water
Resources (OWR) and/or High Quality Waters (HQW)? ? X
?
(8) Will the project require fill in waters of the United States
in any of the designated mountain trout counties?
? X
?
(9) Does the project involve any known underground storage
tanks (UST's) or hazardous materials sites? ? X
?
PERMITS AND COORDINATION YES NO
(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental C
"
AEC
? ? X
oncern
(
)
(11) Does the project involve Coastal Barrier Resources Act
resources? ? X
(12) Will a U. S. Coast Guard permit be required? ? X
(13) Will the project result in the modification of any existing
regulatory floodwa
? ? X
?
y
N INEERING 4
(14) Will the project require any stream relocations or channel ?
changes?
SOCIAL, ECONOMIC, AND CULTURAL RESOURCES YES NO
(15) Will the project induce substantial impacts to planned
growth or land use for the area?
? X
?

(16) Will the project require the relocation of any family or
business? ?

(17) Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or
low-income
o
ulation? ?
p
p
(18) If the project involves the acquisition of right of way, is the
amount of ri
ht of wa
ac
uisition considered minor? X? ?
g
y
q
(19) Will the project involve any changes in access control? ?
(20) Will the project substantially alter the usefulness
and/or land use of adjacent
ro
ert
? ?
p
p
y
(21) Will the project have an adverse effect on permanent
local traffic
atterns or communit
cohesiveness? ? a
p
y
(22) Is the project included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is,
therefore
in conformance with the Clean Air Act of 1990)? ?
,
(23) Is the project anticipated to cause an increase in traffic
l
? ?
vo
umes
(24) Will traffic be maintained during construction using existing X? ?
roads, staged construction, or on-site detours?
(25) If the project is a bridge replacement project, will the bridge
be replaced at its existing location (along the existing facility)
and will all construction proposed in association with the a ?
bridge replacement project be contained on the existing facility?
(26) Is there substantial controversy on social, economic, or ? a
environmental grounds concerning the project?
(27) Is the project consistent with all Federal, State, and local laws ?
relating to the environmental aspects of the project?
(28) Will the project have an "effect" on structures/properties ?
eligible for or listed on the National Register of Historic Places?
ETHERILL
NGINEERI G
(29) Will the project affect any archaeological remains which are X
important to history or pre-history? ? ?
(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites, or historic bridges, as defined in Section 4(f)
of the U. S. Department of Transportation Act of 1966)? ?
X
?
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as defined
by Section 6(f) of the Land and Water Conservation Act
of 1965, as amended? ?
X
?
(32) Will the project involve construction in, across, or adjacent
to a river designated as a component of or proposed for
inclusion in the Natural System of Wild and Scenic Rivers? ? X
?
F. Additional Documentation Required for Unfavorable Responses in Part E
(Discussion regarding all unfavorable responses in Part E should be provided
below. Additional supporting documentation may be attached, as necessary.)
To limit adverse effects on bussing routes, construction will be performed only
during the summer months.
NGINEERING 6
G. CE Approval
TIP Project No. B-3836
State Project No. 33284.1.1
Federal-Aid Project No. BRSTP-0111(8)
Project Description: (Include project scope and location. Attach location map.)
This project proposes to replace bridge No. 35 on NC 111 over Panther Creek in Duplin
county. The bridge will be replaced with a new 105-foot long bridge in approximately the
same location and roadway elevations as the existing bridge. The roadway cross section
of the new bridge will include two 11-foot lanes with 6-foot offsets. Approach work will
consist on resurfacing and tieing into the existing alignment. Guardrail will be installed
where warranted. Traffic will be detoured along surrounding roads during construction.
See attached map for project location.
Categorical Exclusion Action Classification: (Check one)
X TYPE II(A)
TYPE II(B)
Approved:
27103
Date et eri Engineering, Inc.
.14
'
ElVa to ?61ect Ma age , Bridge Maintenance Unit
For Type II(B) projects only:
Date Division Administrator
Federal Highway Administration
ETHERILL 7
NGINEERING
•
• J
• .t
• e •
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•
?
I ,
BRIDGE
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- ? 1
?
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?V?IlrG
" North Carolina Department
Of Transportation
Division of Highways
Project Development and
or Environmetnal Analysis Branc
Duplin County
Replace Bridge No. 35 on NC 111
Over Panther Creek
B-3836
SCALE 2000:1 Figure
?
m,
U,
Duplin County (Albertson Quad)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 2 0 0 5 2 0 7$
(If any particular item is not annlicable to this nrniect_ nlease enter "Nnt Annflenhla" nr "N/A" 1
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 23
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: _ H Allen Pope, P.E. Division 3 Engineer
Mailing Address: North Carolina Department of Transportation
124 Division Dr.
Wilmington N.C. 28401
Telephone Number:_ (9102251-5724 Fax Number: (910) 251- 5727
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mason Hemdon
Company Affiliation:_ Division 3 Environmental Officer
Mailing Address: North Carolina Department of Transportation
124 Division Dr.
Wilmington N.C. 28401
Telephone Number: [phone] Fax Number: (910) 251- 5727
E-mail Address:mherndon(a,dot.state.nc.us
Page 5 of 12
III, Project Information
Attach A vicinity j?ao early 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. 35 over Panther Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-3638
3. Property Identification Number (Tax PIN): N/A
4. Location
County:_ Duplin Nearest Town: Beulaville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Bridge is located on NC 111,
approximately 0.5 mi. N of SR 1707.
5. Site coordinates, if available (UTM or Lat/Long): 35.0408333° N 77.8203333° 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. Property size (acres): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Panther Creek
8. River Basin: Cape Fear
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The area surrounding the bridge is a small wooded area,
utility corridor and agricultural fields.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is to replace the existing 75 ft bridge with a 105ft prestressed
cored slab bridge. Standard bridge construction equipment (crane and backhoe) will be
used.
11. Explain the purpose of the proposed work: The existing bridge is structurally deficient
and has a 30.5 sufficiency rating.
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 future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
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 7 of 12
1. Provide a written description of the proposed impacts: Impacts associated with this
project include 12 ft of stream as a result of widening the bridge.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A N/A N/A N/A N/A N/A

* 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 Map:
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, of
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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
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)
Sta. 10+35 Bridge 12 Panther Creek 15 ft 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.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 12
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact

Site Number
indicate on ma

Type of Impact* Area of

Impact
acres
Name of Waterbod
(if applicable) y Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Minimization was-incorporated into the design by the use of a longer bridee. Best
Management Practices for the Protection of Surface Waters and Bridge Demolition and
Removal will be implemented. Top down construction & 2:1 slopes on rip rap at end bents
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.
Page 9 of 12
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/strmgide.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.
The Department has avoided and minimized impacts to Jurisdictional resources to the
greatest extent possible as described above. No wetland impacts are associated with this
project therefore no mitigation is being proposed. This project is located in the Cape Fear
basin within USGS hydrologic unit 03030007 (subbasin 030622).
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
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
uired
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.
Page 11 of 12
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 (required by DWQ)
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.
N/A
XII. Sewage Disposal (required by DWQ)
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
X11I. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
None

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Name: ALBERTSON Location: 035.0408100° N 077.8205313° W
Date: 11/10/2005 Caption: B-3836 Bridge 35 over Panther Creek on NC 111 In
Scale: 1 inch equals 2000 feet
Markers
Name: Bridge 35
Short Name: Brdg35
Coordinates: 035.0408333° N, 077.8203333° W
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