20071816 Ver 1_Application_20071029

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
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LYNDO TIPPETT
SECRETARY
October 16, 2007
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
o~isis
ATTENTION: Mr. Eric Alsmeyer
NCDOT Coordinator, Division 5
Deaz Sir:
Subject: Application for NWPs 13, 14, and Section 401 Water Quality Certificates
3495 and 3404 for the replacement of Bridge No. 59 on SR 1322 over Storys
Creek, Person County. WBS Element No: 40547.1.1, T.I.P. No. R-4906
Please find attached the Pre-Construction Notification (PCN) Application Form for the
referenced project. The North Cazolina Department of Transportation (NCDOT) proposes to
replace Bridge No. 59 over Storys Creek in Person County. A formal Notification of
Jurisdictional Determination (Action 1D: SAW-2006-32463-273) dated June 15, 2006 is
attached. During construction, traffic will be detoured off-site using existing secondary roads.
The existing structure is a five span bridge built in 1968. The bridge has a sufficiency rating of
72; however, it can not currently handle the load carrying capacity for heavy truck traffic as
proposed for this roadway. The existing structure is 162 feet long and has a clear roadway width
of 24 feet. The superstructure is a plank floor on steel beams. End bents and interior bents are
concrete caps on steel piles.
The recommended replacement structure is a three span bridge approximately 185 feet long and
38 feet wide. The approach roadway will hold the existing horizontal alignment and will 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. Drainage from the bridge will flow
to a rip-rap energy dissipater near the bridge abutment.
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MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
2612 NORTH DUKE STREET FAX: [phone] NORTH DUKE STREET
DURHAM, NC 2irr 04 DUR.4nM, NC 27704
WEBSITE: WWW.DOH.DOT.STATE.NC.US

IMPACTS TO WATERS OF THE UNITED STATES
Storys Creek is located within the Roanoke River drainage, subbasin 03-02-05, and hydrologic
unit 03010104. The North Carolina Division of Water Quality (NCDWQ) has designated a best
usage classification for Storys Creek of "C" from its source to the Roanoke River. The unnamed
tributary (UT) to Storys Creek has no separate best usage classification and, therefore, shares the
"C" classification of its receiving water. There are currently;~303(d) listed streams, high
quality waters (HQW), outstanding resource waters (ORW), or drinking water supply
waters (WS-I and WS-II) within a one mile radius of the project study area. There are no
NCWRC moratoria for in-stream work in the study area. There are currently no state or local
uffer rules or ordinances on waters within the project study area.
Temporary Impacts
A temporary causeway or other temporary impacts to Water of the U.S. are not anticipated to be
required for this proposed project.
Permanent Impacts
Due to the widening the roadway to accompany the widen bridge to modern standards the fill
slope will need to be widened (NWP 14). This activity will result in 0.08 acre of permanent fill
in jurisdictional wetlands. Wetland impacts associated with mechanize c Baring 10 feet beyond
the proposed toe of slope or to the proposed right-of--way will result in 0.09 acre of permanent
wetland impacts.
The existing UT to Storys Creek is a significantly impacted intermittent stream channel, which
was apparently relocated and made into a "roadway ditch" when the road was originally
constructed. Currently this "roadway ditch" has a severe headcut cause by the instability of the
channel. NCDOT is proposing to relocate this "roadway ditch" approximately 10 feet southwest
during construction of the bridge replacement. This will result in a total of 175 linear feet of
filled stream channel (UT to Storys Creek) in association with project construction from Station
No. 13+58 to 15+10 Rt. The relocated channel will be 175 linear feet in length. This stream
relocation should zero-out any impacts from the filling of the existing stream channel, because
the relocated base ditch channel will be constructed to allow the water to flow in a more stable,
better designed channel thereby stabilizing the banks and creating for less. loss of sedimentation
into Storys Creek. To accomplish this, three areas of rip-rap are proposed near the head of the
relocated stream, in the center, and near its tie-in point with the UT to Storys Creek. There will
also be 0.01 acre wetland impacts resulting from excavation in jurisdictional wetlands associated
with the re ocation oft e UT to Storys Creek (NWP 14) near Sta.. No. 13+60 Rt.
Additionally, 951'n~ feet of stream impacts are anticipated to Storys Creek from the placement
of rip-rap along. the southeastern corner of the proposed bridge to ensure bank stabilization
(IvTWP 13). This will need to be performed due to the exposed banks that will be 1_eft after
removal of the existing bridge and its substructure.
Utility Impacts
A single power pole located in the far northwestern corner of the proposed construction limits
will appears to be impacted by the proposed bridge replacement project. Efforts will be made to
avoid reinstallation ofthis pole and associated electric power line. No other utilities appear to be

impacted by the proposed project. No impacts to waters of the U.S. are anticipated form any
potential relocation of utilities within the proposed cut/fill slopes.
Bridge Demolition
The existing five span bridge built in 1968 is 162 feet long and has a clear roadway width of 24
feet. The superstructure is a plank floor on steel beams. End bents and interior bents are concrete
caps on steel piles. The existing bridge will be removed in accordance with the NCDOT Best
Management Practices for Bridge Demolition and Removal (BMP-BDR). There is the potential
for 10 cubic yards (0.01 acre) to be temporarily placed into Waters of the United States.
Schedule: At this time the project is scheduled to let December 2007. It is expected that the
contractor will choose to start construction in January 2008.
MITIGATION OPTIONS
Avoidance, Minimization, and Compensato Miti ation: The NCDOT is committed to
incorporating all reasonable and practicable design features to avoid and minimize jurisdictional
impacts, and to provide full compensatory mitigation of all remaining, unavoidable jurisdictional
impacts. Avoidance measures were taken during the planning and NEPA compliance stages;
minimization measures were incorporated as part of the project design.
According to the Clean Water Act (CWA) §404(b)(1) guidelines, NCDOT must avoid, minimize,
and mitigate, in sequential order, impacts to waters of the U.S. The following is a list of the
project's jurisdictional stream avoidance/minimization activities proposed or completed by
NCDOT:
• Bridge No. 59 will be replaced in place, providing for the least amount of impacts of
other bridge replacement designs.
• Traffic will be maintained off-site.
• Where possible, steeper fill slopes were used to reduce the footprint of the project
reducing impacts to riparian buffers and wetlands.
• The roadway grade was maintained close to the existing, minimizing the placement of
roadway fill into wetlands and riparian buffers.
• An energy dissipater pad will be installed to reduce sedimentation and scouring impacts
from stormwater on Storys Creek.
• Temporary construction impacts due to erosion and sedimentation will be minimized
through implementation of a stringent erosion control schedule and use of Best
Management practices (BMPs).
Compensatory Miti ation: NCDOT has avoided and minimized impacts to jurisdictional
resources to the greatest extent possible as described in the previous section. The Department
proposes to provide mitigation at a 1:1 ratio for the 0.18 acre of wetland impact at the site. All
compensatory mitigation requirements are assimilated on a quarterly basis and provided to the
Ecosystem Enhancement program (EEP).

s
FEDERALLY-PROTECTED SPECIES
Plants and animals with federal classifications 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. As of May 10, 2007, the United States Fish and
Wildlife Service (USFWS) has identified one endangered (E) species (dwarf-wedge mussel)
known to occur in Person County. Suitable habitat is not available in the study area for this
species; therefore project construction will have No Effect on this species.
SUMMARY
We are requesting the issuance of a Nationwide Permit No. 13 and 14 authorizing construction
activities associated with the replacement of Bridge No. 59. We anticipate that 401 General
Water Quality Certification Nos. 3495 and 3404 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 Chris Murray at
[phone]. Thank you for your assistance.
m erely
d~,c- J.W. Bo rnan, PE
Division Engineer
Attachments
PCN Application Form
Permit Drawings
Figure 1 Project Vicinity
Figure 2 Project Topography
Figure 3 Waters of the US
USACE Jurisdictional Determination
cc: Mr. Rob Ridings, NC Division of Water Quality
Mr. Mike Summers, NCDOT -Bridge Maintenance
Mr. Donald Pearson, NCDOT
Mr. Kevin Austin, Mulkey

'Office Use Only: Form Version March OS
2 0 0 7 1~ 1 g
USAGE Action ID No. DWQ No.
fir any par<icuiar item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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: NWP Nos. 13 and 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts (verify availability with NCEEP 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
1. Owner/Applicant Information
Name: NCDOT - J.W. Bowman, PE, Division Engineer
Mailing Address: 2612 North Duke Street
Durham, NC 27704
Telephone Number:_(919) 220-4600 Fax Number:_(919) 560-3371
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 of 10

III. Project Information ..
~1 i l y,7 t?
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: Replace Bridge #59 over Stores Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): #R-4906
3. Property Identification Number (Tax PIN): Property owner information included in page 3
of permit drawing_package
4. Location
County: Person Nearest Town: Woodsdale
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Raleigh: US 70 west to
US 501 North in Durham. Continue through Roxboro and turn left onto Shiloh Church Road
toward Woodsdale. Continue straight through Woodsdale; note the road name Chan eg s in
Woodsdale to Edwin Robertson Road. Bridge site is approximately 3.0 miles west of
Woodsdale along Edwin Robertson Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): +36.483628 °N -79.001972 °W
6. Property size (acres): Study corridor is approximately 5.8 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Stores Creek u,.& u i `stogy ~s C~rce~-.
8. River Basin: Roanoke 03-02-OS HUC03010104
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 10

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 project area consists primarily of undeveloped forest
land. The surrounding area consisted of large areas of forestland and agricultural land with
scattered residences alon tg h~jor roads.
10. Describe the overall project in detail, including the type of equipment to be used: The
existing; structure is a 5-span 162 foot lon bridge composed of a steel plank floor on steel
beams. The substructure consists of steel piles with reinforced concrete caps. Existin bents
and Hiles will be removed, and new endbents and piles will be poured on site. The new
bridge will be a 3-span, 185 feet long and 38 feet wide structure composed of reinforced
concrete with concrete end bents and interior bents. Standard roadway and bridge
construction equipment will be used, including cranes, excavators, and dump trucks. The
new bridge will be constructed at the existing bridge location.
11. Explain the purpose of the proposed work: The purpose of this proposed project is to
replace the existin bridge (built in 1968 in place in order to increase the load carrying
capacity for heavy truck traffic. Replacing the bridge with a new structure will result in a
safer structure that conforms to the latest safety standards.
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
Page 3 of 10

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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and cleazly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts aze 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. Provide a written description of the proposed impacts:
Permanent Impacts
Due to the widening_the roadway to accompany the widen bride to modern standards the fill
sloe will need to be widened This activity will result in 0.08 acre of permanent fill in
jurisdictional wetlands (NWP 14) Wetland impacts associated with mechanized cleazin~ 10 feet
beyond the proposed toe of slope or to the proposed right-of--way will result in 0.09 acre of
permanent wetland impacts.
The existing UT to Storys Creek is a si~nificantl~impacted intermittent stream channel, which
was apparently relocated and made into a "roadway ditch" when the road was originally
constructed Currently this "roadway ditch" has a severe headcut cause by the instability of the
channel NCDOT is proposing to relocate this "roadway ditch" approximately 10 feet southwest
during construction of the bridge replacement This will result in a total of 175 linear feet of
filled stream channel (LJT to Storys Creek) in association with project construction from Station
No 13+58 to 15+10 Rt The relocated channel will be 175 linear feet in length. This stream
relocation should zero-out any impacts from the filling of the existing stream channel, because
the relocated base ditch channel will be constructed to allow the water to flow in a more stable,
better designed channel thereby stabilizing the banks and creating for less loss of sedimentation
into Storys Creek To accomplish this three areas of r~-rap are proposed near the head of the
relocated stream in the center and near its tie-in point with the UT to Storys Creek. There will
also be 0 O1 acre wetland impacts resulting_from excavation in jurisdictional wetlands associated
with the relocation of the UT to Storys Creek WP 14) neaz Sta. No. 13+60 Rt.
Additionally 95 linear feet of stream impacts are anticipated to Storys Creek from the placement
of rip rap along the southeastern corner of the proposed bride to ensure bank stabilization
(NWP 131 Bridge removal mawresult in 10 cubic yards (0 O1 acre) of temporary fill in surface
waters.
Page 4 of 10

2. Individually list wetland impacts. Types of 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.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
1 Permanent Fill Bottomland Hardwood Yes Adjacent 0.08
1 Mechanized Clearing Bottomland Hardwood Yes Adjacent 0.09
2 Excavation Bottomland Hardwood Yes Adjacent 0.01

Total Wetland Impact (acres) 0.18
3. List the total acreage (estimated) of all existing wetlands on the property: 0.59 acre within
the study corridor
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma) Before Im act linear feet acres
3 UT to Storys Creek Permanent Fill Intermittent 3 feet 175 ~ 0.02
4 Storys Creek e ill Perennial 30 feet 90 0.01
Bridge
Demolition Storys Creek Temporary Fill Perennial 30 feet - 0.01

Total Stream Impact (by length and acreage) Z S p, p~~
Cumulative impacts (linear distan a in feet) to all str ams on site: 2651inear feet
'~~" No~2; u ~ ~ S'1o~MS Cce¢K x,;,11 ~ ~ nlt~ fc,te~ Q~~ will bt 1?S ~~ ~~ ltn9i~h .
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres

Total Open Water Impact (acres)
Page 5 of 10

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 0.04
Wetland Im act (acres): 0.18
O en Water Im act (acres): --
Total Im act to Waters of the U.S. (acres) 0.22
Total Stream Irri act (linear feet): 265 ~`
f~Dge~. V ~ io S~o(..tS Creek w~~tl be ~e~o~o.tec~ o~~ w', 11 b~ I?S-~+ in leV'~d~~,
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
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.
Attempts have been made to avoid impacts in as much as practicable by replacing the bridge in
place, having anoff-site detour, diverting stormwater into fiuulel drains (no deck drains over
men water), and no equipment will be in wetlands. The new bridge will be approximately 23
feet longer than the old bridge, thus endbents will be moved farther away from the waters edge,
increasing the floodplain area under the bridge. Use of NCDOT's Best Management Practices
for Protection of Surface Waters (BMP-PSWI will minimize temporary impacts to water quality
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
Pageoofl0

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 NCEEP 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 existing UT to Stores Creek is a significantlyimpacted intermittent stream channel,
which was apparently relocated and made into a "roadway ditch" when the road was
on ig Wally constructed. Currently this "roadway ditch" has a severe headcut cause by the
instability of the channel. NCDOT is proposing to relocate this "roadway ditch"
approximately 10 feet southwest during construction of the bridge replacement. This will
result in a total of 175 linear feet of filled stream channel (UT to Storvs Creeks in association
with project construction from Station No. 13+58 to 15+10 Rt. The relocated channel will be
175 linear feet in length. This stream relocation should zero-out any impacts from the
filling of the existing stream channel because the relocated base ditch channel will be
constructed to allow the water to flow in a more stable, better designed channel thereby
stabilizing the banks and creating for less loss of sedimentation into Stores Creek. To
accomplish this three areas of rip-rap are proposed near the head of the relocated stream, in
the center and near its tie-gin ponnint with the UT to Storvs Creek.
'~ N1~~l~~_g c.}~u.. W~~1 6e C'uoic~cb~ ~v~ t„2{-~an~ iM~0.c,~3
2. Mitigation ray also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
Page 7 of 10

that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
The Department proposes to provide mitigation at a l:l ratio for the 0.18 acre of wetland
impact at the site. All compensatorti mitigation requirements are assimilated on a quarterly
basis andprovided to the Ecosystem Enhancement program (EEP).
Amount of stream mitigation requested (linear feet): none
Amount of buffer mitigation requested (square feet): none
Amount of Riparian wetland mitigation requested (acres): 0.18 acre (assimilated on a
quarterl,~)
Amount ofNon-riparian wetland mitigation requested (acres): none
Amount of Coastal wetland mitigation requested (acres): none
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federallstate) land?
Yes ® No ^
2. 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 ^
3. 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
A Minimum Criteria Checklist is currentl~eing_produced for this project.
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.
Page8of10

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 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:
2. If "yes", 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
s uare feet Multiplier Required
Miti ation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
from the widening; of the roadway (approximately 2 feet on each side of the road for 850 feet) as
it annroaches the proposed wider bridge. Stormwater controls include arip-rap pad (Class B r~
rap) at the funnel drain outlet pipe (no deck drains over open waterl.
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
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .OSOG) or any Buffer Rules?
Yes ^ No
Page 9 of 10

Is this anafter-the-fact permit application?
Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
This proposed bridge replacement project on existing location is not anticipated to spur
significant development throughout this region of the state. This project will not involve the
creation of additional roadwav access to undeveloped areas and will not involve the widening. of
the roadwav to handle a significant traffic increase.
XV. 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 high quality waters (HQWI, outstanding resource waters (ORW), or drinking_water
supply waters (WS-I and WS-II) within one mile of the project study area. There are currently
no 303(4) listed streams within a one mile radius. A review of map data available for
anadromous fish spawning areas indicates the project site is not located within protected waters
for these species. The USFWS identified dwarf-wedge mussel as the only species listed as
federally Threatened or Endangered in Person County. No suitable habitat for this species was
observed during field investigations in the study area. There are no moratoria for in-stream work
in the study area.
1o/z~ o~
Applicant/Agent's Signature Date
(A nt's signature is valid only if an authorization letter from the applicant is provided.)
s
Page 10 of 10

~~ ~
d Q ,. /
McGehees Mill o
r
~~
`~
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n
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(NOT TO SCALE?

r
~~
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A al ~ .ILy
DIVISION OF HIGHWAYS
.PERSON COUNTY
PROJECT: R-~4906 (BRIDGE X59)
BRIDGE N0.59 OVER
STORYS CREEK
ON SR 1322
(M~GEHEES MILL ROAD)
SHEET ~ OF 18 08®0202007

Boa
~~~~
~~
~~. ~ ~
.~ \ ~
SR 1322 Mc6ehees Mill Road -EL- ~ ~~
~- TO McGEHEES MILL _ _ _ _ _ _ TO WOODSDALE -+-
~ ~ I ~'\
I
t
SITE 1 SITE 2 g SITE 3 SITE 4
~~~~ ~~~

~~~®~
DIVISION OF HIGHW.~YS
PERSON COUNTY
PROJECT: R-4906 (BRIDGE tt59)
BRIDGE N0.59 OVER
STORMS CREEK
ON SR 1322
(M~GEHEES MILL RO,~D)

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF EIIGHWAYS
Person County
• Project: R-4906 (Bridge N59)
(R-4906 - B-59)
qTN Reviued JI71/OS SHEET 4 ~ F I ~ 9~'14~2007
WETLAf~D PERMIT IMPACT SUMMARY
WE LAND IMPA T SURFACE WATER IMPACTS

Site
No.

Station
(From/To)

Structure
Size /Type
Permanent
Fillln
Wetlands
ac
Temp.
Fillln
Wetlands
ac
Excavation
in
Wetlands
ac
Mechanized
Clearing
in Wetlands
ac and
Clearing
in
Wetlands
ac
Permanent
SW
impacts
ac
Temp.
SW
impacts
ac Existing
Channel
Impacts
Permanent
ft Existing
Channel
Impacts
Temp.
ft

Stream
Relocation
ft
1 10+35 to 13+60 RT 0.08 0.09

2 13+60 0.01

3 13+58 TO 15+05 0.02 175.00 175.00

4 15+80 0.01 90.00

Brid a Demolition 0.01

TOTALS: 0.08 0.01 0.09 0.03 0.01 265.00 175.00

___- v -

- -I ,.....i ~ ~_H ~ ~, G
_

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7
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S
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DIVISI®N ®1F 1~II~GIHW~~S
I~EdaS®N CG3JNT~
I ~~ /~
~
~ ~ 1~ ~ ~ IlDIEt®JECT: R-~905 (FRIDGE X59)
~
~ '
\UJ 1BRId~GE N®. 59 ®~EII
I ~ ST®RYS CREED
~ SC.~LE: 1" :1500' ®N SR 1322

I (I+~~GE~IEES ~Ill.l, READ)
SHEET ~ ®E ~ g 08/~ 02 d 2007

HYDRAULIC RESULTS
Dischmge
Ids1 Peak Flow
Peirod Drs) Vebaty (fps Area (tqk(
_ Hydrardc
Redus tt Nwmd
De lh IIt
b.B 0.3 3.18 1.51 a3B 0.65 I
DINER RESULTSRESULTS
Une'rrforeed Vegetation (~
s -aozoD
1~ ~1
Bollpn
D Vl~dth -1.00 N 2D
Not to Scale

Reach Making Type
lahity Vegetation Cfwradericliu
Pnniss~de
CaIcJaRed
SaldyFaeta
Rerrwrke
Staple Patten Phax laass Type Dnmty Shea Stress
IasB Shear Shess
fp¢1
Strerpht Uneiiorced Vegetation D Ma 75.95X 3.33 aB2 4.D8 STABLE
Sd Loam aD35 x041 aes UWSTlu3LE
nput.5nxp _
Bad;fiul . , _... ~
~j o~' (u

u L~ ~Y CALCULATION SHEET
ENGINEERS & CON9UlTA NTB
CLIENT SUBJECT nr ~ cH l3fSo - rS-~ld Prepared By
PROJECT No. ~~'~ ~ ~- µ ~ ~ Reviewed By
~.A. _ ~-.~ AC

~ .~'
t•~g
Q,= ~~-l ~ ~ O.Z3~ ~ 4.5) _ `x.85
l.p~ D, 2.3
~.7
s
PAGE OF
Date
Date
7 of ~~

'., POINT PRECIPITATION ~ ~ ,~;~
_ FREQUENCY ESTIMATES
FROM NOAA ATLAS 14 '"~.>,,,;,,~~'
F..__._...'._' .....:_... _.._.
I ` „ ~ ' I~ese prerdpitation frequency estimates are based on a partial duration series: ARI is the Average Recurrence Interval.
- Please refer to the documentation for more infom>ation. NOTE: Formatting forces estimates near zero to appear as zero.
Partial duration based Point IDF Cwrves Version: 3
36.475 N 7B.99B U 439 ft
1B
57
4
^~ 3
s 2
c
1
gg. 77
+~+ 6 : 4
'~ 6.3
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t ! I 1
In m vs m
-~ m
Thu Jan l34 13:41:21 20(37
R~erage Recurrence Interval
Cuears?
~ >,~~,_ .. w.
2-year -r*- 10:0-year -
5- ear +
y c3C.-uaar --~--
1Q-year -a- 5@0-year --~
PS-4ear -~- 19~?0-near --e-
North Carolina 36.475 N 78.998 W 439 feet
from "Precipitation-Frequency Atlaz of the United States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bonnin, D. Martin, B. Lin, T. ParzyboY, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Extracted: Thu Jan 4 2007
_ _ _ _ _
C [ E L L
r L L L _L L L L 7~ 7~ 7~ 7~ 7~ 7i ]l ~ 3, ~,
. 1 t t t .t .~ t t t N ~9 Ip N !p N N N ~0 N
E E m I 1 I I 1 I I I I -o -a a -6 -'~ ~ ~ a -~ ~
I I tL Pi a ~D m nl m 7 ~D CD ~ I I ~ I I I I I 1
m
`e' m ..
°' ... .. ru m y m y In ti m ui m ~ u~ m
Duration -~ -. to m v m
~.. i v L -r

c~ ~~
http:%/hdsc.nws.noaa.gov/cgi-binJhdsc/buildout.perl?type=idf&series=pd&units=gas&statenameilORTH+... T/4/Z007

- '~ POINT PRECIPITATION ~~` ,.. ~
_ FREQUENCY ESTIMATES
:.k~.loe T~;9f
~~ FROM NOAH ATLAS 14
North Carolina 36.475 N 78.998 W 439 feet
from "Precipitation-Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3 _
G.M. Bonnin, D. Martin, B. Lin, T. ParzyboYy M.Yelcta, and D. Riley
NOAH, National Weather Service, Silver Spring, Maryland, 2004
Fatracted• Thu Ian 4 2007

~I
Ill JlllilNll
ii
f•:'Immmmn
a

~ ~~ ~ ~1
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1911IM1~ nlapl~l

n ~~ lifmM
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~

mll~
n ~ _ " ~~ WN WIIYIIIIII'
I: ' gNi~IN ~ amlNl~+.71'~nW, ~ nt~ :"I'y1' ' „,
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hi~iM1i#itm~i ff -
n rrtimmr';l ominm~mmimnmimMmmmnmmm'n ~,,,~~"~" ^~; NI NNII IYYMI•

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t~
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+ryx

-
Precipitation Frequency Estimates (inches)
A12I* ~ 10 15 30.60 120 ~~ 12 24 48 ~~ 10 20 30 45 60
(years) mm min mm mm mm mm hr hr hr hr hr day day day day day day day
1~ 0.38 0.60 0.76 1.04 1.29 1.53 1.64 1.99 2.38 2.79 3.28 3.65 4.18 4.75 6.36 7.89 9.99 11.99
0 0.45 0.72 0.90 1.25 1.56 1.85 1.98 2.40 2.87 3.37 3.96 4.38 5.00 5.65 7.52 9.28 11.71 14.01
I ~ 10.52 0.84 1.06 1.50 1.93 2.29 2.46 2.98 3.59 4.22 4.91 5.41 6.09 6.82 8.93 10.81 13.48 15.84
10 0.58 0.93 1.17 1.70 2.21 2.66 2.86 3.48 4.22 4.89 5.65 6.22 6.96 7.75 10.06 11.99 14.84 17.32
25 0.64 1.02 1.30 1.92 2.56 3.12 3.36 4.13 5.07 5.83 6.66 7.34 8.16 9.01 11.60 13.56 16.63 19.15
50 0.69 1.09 1.38 2.08 2.83 3.49 3.77 4.68 5.79 6.58 7.46 8.23 9.12 10.02 12.81 14.76 17.99 20.51
100 0.73 1.16 1.46 2.24 3.08 3.85 4.17 5.24 6.55 7.36 8.29 9.16 10.10 11.04 14.04 15.94 19.32 21.82
200 0.76 1.21 1.52 2.37 3.33 4.22 4.58 5.81 7.36 8.19 9.13 10.11 11.12 12.10 15.30 17.11 20.62 23.07
500 0.80 1.27 1.59 2.54 3.64 4.70 5.12 6.60 8.50 9.33 10.31 11.43 12.53 13.54 17.00 18.67 22.34 24.67
1000 0.83 1.31 1.64 2.65 3.88 5.08 5.55 7.25 9.47 10.26 11.23 12.48 13.64 14.67 18.32 19.84 23.63 25.84
jlr IplBlillll n '• ~ I I '~ . WNIII4Y~lY!V5111~111~9Ullllliimi~~ `These predpitation frequency estmates are based on a partial duretion series. ARI is the Average Recurrence Interval.
!'~""".~II~~ • i r r T' Please refer to the documentation for more information. NOTE: Formatting forces estimates near zero to appear as zero.
Partial duration based Paint Precipitation Frequency Estimates Version: 3
36.475 M 7(3.448 W 439 ft
26
r ~ r 1 ~1 ~~
25 l i ! l i l I I i l l l i l! i~ i t "~ !!
24 ~ I ; I I ( ( ! ~ ~ ,
23 t t I I I I i<,..~. -
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1 2 3 4 5 b 7 l3 91Q 20 30 40 50 80100 140 200 300 500 700 1000
P.uerage Recurrence Internal Cyears~
Thu Jan 04 13:42:55 2007
Duration
5.-min _,... .,1 --~-- 4B--ir -~- 30-day -~-
10-min --e-- 3-hlr -~'- 4-day -~- K:=-,:.~~; ---~-
15-min -+- ;;-~~~ -•- '-day ~ 60-day -~=-
3@-rnin -~- 1^c-hl~ -+- 1@-day +
60-min -~ 24-hr -e- 20-day ~-
~'off3
http : //hdsc.nws. no aa.. gov/cgi- bin/hdsc/buildout.pert?type~f~aeries=pd&units=us&statenam e=NORTH+C. _. 1 /4/2007

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Prepared For: PROJECT VICINITY
R-4906 o t 000 2,000 a,ooo s oao s,oF el
~;
• ~ u ~ {~. ~ ~ ( ~ Brid a No. 59 over Storys Creek 1
g Sou¢e: MapTech Terrain Navigator Pro
"' ° "' t e - ' """ 1''~, 7.5 Minute Topographic Quadrangles: Alton, Cluster Springs, Ogve Hill, b Roxboro
•,. Person County, North Carolina

:. t
.~
I Legend ;; ,x ~~ ~'~ ~ ~ ~, ; , a
x
Bridye 59 ~ iii ~ ,`=i~ ~ ~ "+
~~~ Bridge 59 Cofridor ~' p ,yam '~ .fir' 'r
Intermittent Streams (219 L F) r _
.y ~~ y ~..
Perennial Streams (566 LF) ~;; ~ ~ ~ '~~ °-
.:
,.
..
Wetlands (0.59 Ac)
~'
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STREAMS AND WETLANDS
i a 't~ R-4906 g so too zga 3og aog
G ~~~~~~ ~ Feel
°' ~ ~ L ,, Bridge No. 59 over Storys Creek Source: MapTech Terrain Navigator Pro
~~ ~ ~~ Aerial Photography (Roxhoro NW and Olive Hill NE)
~~, Person County, North Carolina
Y

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PERSON COUiVTY SOIL SURVEY
- B-4906 PI~~P~ RI®.
Bridge No. b9 over Ghent Creek
~_ n; ,~ r r, ~ E ,< s :~ c e ra s ~.~ ~-ra r. -r s Person County, North Carolina
Prepared For: ,:za,ooo
.Feet
I ~ ,~ :~'~ 0 750 1,500 3,000 4,500 "0,000
1 ~',
~_:..
PERSON COUNTY MRCS SOIL SURVEY 1995 _

.S. ~ ' s
U A~ItMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2006-32463-273 County: Person U.S.G.S. Quad: Alton & Olive Hill
NOTIFICATION OF NRISDICTIONAL DETERNIITTATION
Pr-op~ty Owner: NCDOT -Division of Highways
- Attn: Gregory J. Thorpe, Ph.D., Dir., PDEA
Mailing Address: 1548-Mail-Service-Center------ _______._ __ _
Raleigh, NC 27699
Telephone No.: [phone], ext. 237 (Bill Goodwin)
Authorized Agent: Mulkey Engineers & Consultants
Attn: Wendee Smith
Mailing Address: PO Box 33127
Raleigh, NC 27636
Telephone No.: [phone]
Property description:
Size (acres) N/A Nearest Town Woodsdale
Nearest Waterway Storrs and Ghent Creeks River Basin Dan
USGS HUC 03010104 Coordinates BR 59: N 36.484° W 79.0017 °
~" BR 86: N 36.5032° W 79.0123 °
Location description Study areas for the replacement of Bride Nos. 59 and 86 (TIP R-4906), as shown on the
drawings submitted on 6/8/2006.
Indicate Which of the FoIlovvin~ Apply:
~ ~ , ...
A. Preliminary Determination
_ Based on preliminary information, there maybe waters of the U.S. including wetlands on the above descnbed property.
We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331).
B. Approved Determination
_ There are Navigable W aters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination maybe relied upon for a period not to exceed five yeazs from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your property delineated. Due to the size of
your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely
manner. For a more timely delineation, you may wish to obta;.n a consultant. To be considered fmai, any delineation must
be verified by the Corps.
X The waters of the U.S. including wetlands on your project area have been'delineated and the delineation has been
~ verified by the Corps. VVe strongly suggest you have this delineation survzyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, .this survey will provide'an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, maybe
relied upon for a per.'od not to exceed five yeazs. ~'

,~
'NOTIFICATION OF ADIVIIN~ISTRATTVE APPEAL OPTIONS AND PROCESS AND
~° ~. , ..REQUEST`'FOIt APPEAL ~ ~- _{ s
applicant: NCDOT -Division of Highways/ File Number: SAW-2006-32463- Date: 6/15/2006
TIP R-4906 2'73
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of ermission) A
- PROFFERED PERMIT (Standard Permit or Letter of ermission) B
PERMIT DENL4L C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I -The following identifies your rights and options regarding ari adrimiuistrative appeal of the, above
decision. Additional information maybe found at http://www.usace.army.mil%iriet/functions/cw/cecwo/reg or
Co s re lations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. -,
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may request that the permit be modified accordingly. You must complete Section II of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address alI of your
;' concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having
~ determined that the permit should be issued as previously written. After evaluating your objections, the
district en 'eer will send ou a roffered ermit for our reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOF and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions; and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received b the division en 'eer within 60 da s of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received b the division en 'eer wi`~hin 60 da s of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved TD. Failure to notify the Corpswithin 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved TD under the Corps of Engineer Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division en ineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMIl~IATION: You do not need to respond to the Corps
~ ~.rding the preliminary JD. The Preliminary JD is not appealable..:.Ifyou wish, you may request an approved
~. (which maybe appealed), by contacting the Corps district for further instruction. Also y ou may provide new
information for further consideration by the Corps to reevaluate the JD. ~

DENOTCLEARING N;~E'D s<a11
® DENOTES IMPACTS IN
SURFACE WATER
F F DENOTES FILL IN
WETLAND
® DENOTES EXCAVATION
IN WETLAND(~3~6op.t
C1A55 1 RIP RAP
FST. t IONS
EST. f SY Ff
~ -~-TO LcG£HEES
i
i
SPEpJL DRCM J
SEf DETAIL B CUSP B RA' AAP
ESi. 5 TONE
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SEE DETAA C

OQ`O~~
m
~~P
CUSS II RIP 0.AP
EST. 1 TONS ~
PARCEL "I Fsr. a fr PP
rl 15' CS LO
O ~~~ `T
BEGM SHIDR x00D5 TB-~
BEAM GUTTER
E STA Il+18.50
~~~~ F E
E _ E I
I
SITE 1

1 FUT GMTES
~a }
~
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e e
TIE TO FASnNG CHMINft
ee
C1A55 B AIP PAP fPECAR ORCFI
ESE. Z TONS S~E DETAIL D
EST. f SY FF
1
CIASS B AIP PAP
•
EST. 7TONS-~
1 EA. f SY FF
~.... `
,
SITE 2
O
O
N
O
°m +~
+ Ln
a
TB CLASS n Rn' RAP
1~BE VUFILIEA FABRIC
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TE To
EIBrnNG
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REMOVE
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BRnIGE
SITE 3
PARCEL "4
PARCEL "2
0 TAIL D DETAI E_ DETAIL F
LATERAI, BASE DITCH RIP RA A ANKNENT RIP RAP N CHANNEL
I NOf t0 $Ctlel INpr }D Stpbl INpt r0 ftabt
BE4. flP
F9 ~fllx a iB
-- Slope (;rpOe
Du,D y > rrEr, ereD LD asa zr 1a "Dino
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6= 5.0 FFt. ~'~T Fmrip B B= LO Fr.
xxtCR Esf. roO rpu type Df Llner- CIOfiS E RIp•AOD
$- SEA 17+58.! TO IS+Of Q Type of Ltr"r• IRiD-RaD ~U STA 13+60 RT
~L- SfA Il+90 RT
-A- STA 15+Of RT
RELOCATED CHANNEL MUST BE CONSTRUCTED IN DRY. CHANNEL MUST BE
ADEOUETLY STABALIZED PRIOR TO TURNING WATER INTO THE CHANNEL
ll 11~ ~ ~ V'9 ~ 1L.A V 'Jv
SCALE: 1" = 100'
~JP~~1~,
ENGLISH
' USE METHOD 3
FOR CLEARING
ANO GRUBBING
O
O
N
PARCEL "3
CIASS B RR RM
EST. 3 TONS
EST. 11 SY FF
f N+ - - .r ,..q~. a y .r -.. -..~ -...~
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\\
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y a\ \\
TO iWNO50ACE-+-
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\
F °
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sr
o DITCN
cq
ef
e \ TB CIASS B DP RAP
EST. f TONS
.
NE EST. U SY PP x00Df
.\
iB SEE DETAtt c
FIE
~
CUSS R DP AAP
SPEWL DI
ESE. 6 TONE SFf DETAIL
FSE. id SY FF
sEE DETAL c
SITE 4 n_.
1~1 ~~~11~~
DIVISION OF HIGHWAYS
PERSON COUNTY
PROJECT R-9906 (BRIDGE X59)
BRIDGE N0.59 OVER
STORYS CREEg
ON SR 1322
(M~GEHEES MILL ROAD)
SHEET~~ OF l~j 08/02/2007
I~bn cr tC DQ„IEC~S
O
O
-E. /
~ - J
TIE To EDSiNG DITCH I
I\~kr!ti~"

D DENOTES MECHANIZED
CLEARING
® DENOTES IMPACTS IN
SURFACE WATER
F F DENOTES FILL IN
WETLAND
® DENOTES ExCAVATION
IN WETLAND
~ ~ O
~ O
N
PARCEL *I
-.- iQ YccEHEES urll
TI<= I U ~ I ^i.1 i
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~~P
cuss a uP RAP
FST. 4 TONS -
Esr. lz sr FE
~ ~
* ,~
a
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;, '~aE =~~ ~-vt~ItTEtrEAeuc.-:.`_ ::.
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1 ~ * *
y -Ei E
TIE TO E%ISDNG CNAN
QASi B R1P RAP
EST. 2 TONS
EST. 5 SY FF
SITE 2
SPECAIL DRCH ~ RFAiOYE~'• J ,.l
5~ DETAII D E%ISDNG _.
BRIDGE
1 __ . ~:
___...
} CIASi B RP RAP
Eii. 2 TONS
~ EA. 5 SY FF
~~ SITE 3
SITE 1
SITE 4
PARCEL *4
PARCEL *2
DETAIL D
LATERAL BASE DITCH
Iror to 3cde1
_ *
sane
ro„np ,y a riFt.
I e I Min. D= 2A Ft.
L=! B= lD Ft.
0= 5.0 f t.
-Ci- STA 13+58A i0 IS+OS RT
RELOCATED CHANNEL MUST BE CONSTRUCTED IN DRY. CHANNEL MUST BE
ADEOUETLY STABALIZED PRIOR TO TURNING WATER INTO THE CHANNEL

SCr~LE: 1° = 100'

ENGLISH
` USE METHOD 3
FOR CLEARING
AND GRUBBING
DETAIL E
RIP RA A M ANNMENT
Iror ro scdei
AEC. RF
/-RJR R ra
i~ece cp•
R W R~
o~wAwwr
RsiER Esr. pO tuna
rypR pi Llner: IRb-RRp
PARCEL *3
DETAIL F
RIP RAP IN CHANNEL
rror ro scaa
xr
°1^0 n to ara
corer Nin. D• 2.0 Fi.
forma B B: L0 ft.
Type of Liner= CWSS 0 Rip•AOp

$- STA 13+80 RT
$- STA 1l+90 RT
$- STA 15+OS Rf
N`V ~®~
DIVISION OF HIGHWAYS
PERSON COUNTY
PROJECT: R-4906 (BRIDGE X59)
BRIDGE N0.59 OVER
STORYS CREEg
ON SR 1322
(MDGEHEES MILL ROAD1
SHEET ~ f OF
08 / 02 / 2007

SCALE: 1" = 100' (H®RIZ®NTAL)
1" = 20'(VERTICAL)
DIVISION OF HIGHWAYS
PERSON COUNTY
PROJECT: R-~906 (BRIDGE R59)
BRIDGE N0.59 OVER
STORYS CREEg
ON SR 1322
(M~GEHEES MILL ROAD)
(~
SHEET ~ OF /~ 0°,°02/2007

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