20081020 Ver 1_Application_20080627

s
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
June 18, 2008
v U. S. Army Corps of Engineers
151 Patton Avenue _
Room 208 ?0 8 4V20
II ? Asheville, NC 28801-5006
ATTN: Mr. David Baker
/?'? NCDOT Coordinator
- Subject: Clean Water Act Section 404 Nationwide Permits 23 and 33
application for replacement of Bridge No. 2 on SR 1102 (Pearson Falls
Road) over North Pacolet River, Federal Aid No. BRZ-1102(1), State
Project No. 8.2980801, Polk County, Division 14, TIP No. B-4239. WBS
Element No. 33582.1.1.
Dear Sir:
STATE OF NORTH CAROLINA
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LYNDO TIPPETT
SECRETARY
Please see the enclosed pre-construction notification, permit drawings, design plans and
Rapanos jurisdictional determination form for the subject project. A Categorical
Exclusion (October 2007) was completed for this project and distributed shortly
thereafter. Additional copies are available upon request. The North Carolina Department
of Transportation (NCDOT) proposes to replace the 83-foot, two span Bridge No. 2 with
a single span steel plate girder replacement bridge of 110 feet in length. The new structure
will be built approximately 30 feet downstream, yet parallel to the existing bridge. An
off-site detour will be used during construction, with the exception of emergency traffic.
There will be a total of 36 feet of permanent impact to an unnamed tributary (UT) to the
North Pacolet River due to the extension of a pipe. There will be <0.01 acre of temporary
impact to the UT due to dewatering during the replacement and extension of the pipe. An
additional <0.01 acre of temporary impact will occur to the North Pacolet River due to
the removal of a footing from the northwest side of the existing bridge. The abutment on
the southeast side of the bridge will be left in place to help stabilize the slope on that side
of the river.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.DOH.DOT.STATE.NC.US
LOCATION:
2728 CAPITOL BOULEVARD
PARKER LINCOLN BUILDING, SUITE 168
RALEIGH NC 27699
IMPACTS TO WATERS OF THE UNITED STATES
General Description: There are two jurisdictional streams on the project site: North
Pacolet River and its UT. This water resource is located in the Broad River Basin
(subbasin 03-08-06, Hydrological Cataloguing Unit 03050105). The North Carolina
Division of Water Quality (NCDWQ) index number for the North Pacolet River is 9-55-
1-(1). North Pacolet River is classified by the Division of Water Quality as a C-Tr water
body. The NCWRC has designated North Pacolet River trout waters. No High Quality
Water (HQW), Water Supplies (WS-1 or WS-II), Outstanding Resource Waters (ORW),
or water that appear on the Final 2006 303(d) list occur within 1.0 mile of the project.
The average baseflow width of the North Pacolet River is approximately 20 feet. Depth
varies from 0.5 to 4 feet. The average baseflow width of the UT to North Pacolet River is
7 feet. The average depth of the UT is 0.5 feet.
Permanent Impacts: There will be 36 feet of permanent impact to the UT to North Pacolet
River due to the extension of a pipe. The existing pipe will be replaced and extended
toward the bank of the North Pacolet River. Riprap will be placed at the end of the pipe,
outside of the rivers bank, as an energy dissipater. Currently the existing pipe carrying
the UT to North Pacolet River is perched, causing water from this stream to fall on the
underlying substrate. NCDOT proposes to lengthen the pipe to correct this problem, and
move the outfall away from the roadside, to reduce the chances of slope failure in this
area.
Temporary Impacts: There will be <0.01 acre of temporary impact to the UT to North
Pacolet River due to dewatering during the replacement and extension of the pipe. An
additional <0.01 acre of temporary impact will occur to the North Pacolet River as a
result of the removal of the footing on the northwest side of the bridge. Due to the
continuing slope failure of the adjacent mountain, the abutment on the southeast side of
the bridge will be left in place to help stabilize this area and help avert obstruction of the
North Pacolet River.
Bridge Demolition: The existing structure consists of a timber deck on 1-beams supported
on reinforced concrete abutments. The interior bent consists of a timber cap beam on
timber posts with a concrete sill. The bridge will be removed without dropping
components into "Waters of the United States".
Utility Impacts: There are no utilities attached to the existing structure, and there will be
no impacts to jurisdictional waters due to utilities.
Schedule: The project schedule calls for a February 17, 2009 Let date with a date of
availability on March 30, 2009. The review date for the project is December 30, 2008.
Page 2 of 4
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 January 31, 2008
the United States Fish and Wildlife Service (USFWS) list 3 species under federal
protection for Polk County (Table 1). Surveys have determined that no individuals of the
protected species are present at the project site. The NC Natural Heritage database of rare
species and unique habitats was reviewed in April 2008. There is no documentation of
rare species or unique habitats occurring within 1 mile of the project area. A survey for
dwarf-flowered heartleaf was performed on April 10, 2008. No individuals were found
during the 2 man-hour survey.
Table 1. Species Under Federal Protection in Polk Countv
Common Name Scientific Name Federal Status Habitat Biological
Conclusion
Dwarf-flowered heartleaf Hexastylis naniflora T Yes No Effect
Small whorled o onia Isotria medeoloides T No No Effect
White irisette Sisyrinchium dichotomum E No No Effect
AVOIDANCE, MINIMIZATION AND MITIGATION
Avoidance and Minimization:
Avoidance examines all appropriate and practicable possibilities of averting impacts to
"Waters of the United States". 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 stages;
minimization measures were incorporated as part of the project design.
• Best Management Practices will be followed for this project as outlined in "NCDOT's
Best Management Practices for Construction and Maintenance Activities".
• Best Management Practices will be used during demolition of the existing bridge.
• NCDOT will implement erosion and sedimentation control measures, as specified by
NCDOT's "Design Standards in Sensitive Watersheds".
• Use of a single span structure.
• There will be no deck drains allowed to discharge directing into the North Pacolet
River.
• Traffic will be maintained on an offsite detour during construction, except emergency
vehicles.
• There will be an in-stream and 25 foot buffer work moratorium from October 15 to
April 15 for protection of trout.
Mitigation:
Permanent impacts for this project are 36 feet due to the lengthening of a pipe carrying a
UT to North Pacolet River. Because of the minimal impacts associated with this project,
NCDOT proposes no mitigation.
Page 3 of 4
REGULATORY APPROVALS
Section 404 Permit: It is anticipated that the removal of the existing bridge footing will be
authorized under Section 404 Nationwide Permit No. 33 (Temporary Construction
Access and Dewatering). It is anticipated that the lengthening of a pipe carrying a UT to
the North Pacolet River will be authorized under Section 404 Nationwide Permit No. 23
(Approved Categorical Exclusion). We are therefore requesting the issuance of
Nationwide Permits 23 and 33 for this project.
Section 401 Permit: We anticipate 401 General Certification Nos. 3688 and 3701 will
apply to this project. All general WQC conditions will be adhered to during project
construction. Therefore, in accordance with 15A NCAC 2H, .0500(a) and 15A NCAC
213.0200 we are providing two copies of this application to the North Carolina
Department of Environmental and Natural Resources, Division of Water Quality, for their
records.
This project is located in a trout county, therefore comments from the North Carolina
Wildlife Resources Commission (NCWRC) will be required prior to authorization by the
Corps of Engineers. By copy of this letter and attachment, NCDOT hereby requests
NCWRC review. NCDOT requests that NCWRC forward their comments to the Corps
of Engineers and the NCDOT within 30 calendar days of receipt of this application.
Thank you for your assistance with this project. If you have any questions or need
additional information please contact Jason Dilday at ildilday_a,dot.state.nc.us or (919)
715-5535. The application will be posted at http://207.4.62.65/PDEA/PermApps/.
Sincere
A A49?
Gregory J. Thorpe, Ph.D
Environmental Management Director, PDEA
cc:
W/attachment
Mr. Brian Wrenn, NCDWQ (2 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
W/o attachment (See website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J.B. Setzer, P.E. (Div. 14), Division Engineer
Mr. Mark Davis (Div. 14), DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Ms. Pam Williams, PDEA Project Planning Engineer
Page 4 of 4
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 22 co =0 -8 '1 x 22 (70
ktl any pantcular item is not appncaole to tnis project, please enter "Not Applicable" or "N/A".)
1. Processing
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 ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 23 & 33
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, attach the acceptance letter from NCEEP, 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: Gregory J Thorpe PhD Environmental Management Director
Mailing Address: 1598 Mail Service Center
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: ildilday(o)dot.state.nc.us
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 9
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:_ Bridge 2 over North Pacolet River on SR 1102 (Pearson Falls Road)
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4239
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Polk Nearest Town: Saluda
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): SR 1102. Pearson Falls
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): 35' 13'9" ON -82'20'41 °W
6. Property size (acres): N/.
7. Name of nearest receiving body of water: North Pacolet River
8. River Basin: Broad River Basin
(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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Forested community.
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used:
Bridge No. 2 will be replaced with a single span steel plate girder bridge 110 feet in length
using standard bridge demolition and construction equipment.
11. Explain the purpose of the proposed work: Bridge Maintenance Unit records indicate the
bridge has a sufficiency rating of 37.4 out of a possible 100 for a new structure. The bridge
is considered structurally deficient due to the fact that the structural evaluation is ranked 2
out of 9.
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. 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 clearly 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 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 3 of 9
Provide a written description of the proposed impacts: 36 feet of permanent impact to an
unnamed tributary (UT) to the North Pacolet River due to pipe extension <0.01 acre of
temporary impact to the UT due to dewaterin during pipe replacement and extension (Site
2). <0.01 acre of temporary impact to the North Pacolet River for the removal of an existing
bridge footing (Site 1).
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
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure tc 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- multinly length x .u;dth then A;-;.ao 1- n2 cKn

Stream Impact
Number
(indicate on ma)

Site I

Stream Name

North Pacolet River

Type of
Impact

Temp

Perennial or
Intermittent.

Perennial
Average
Stream Width
Before Impact

20 ft TJ,J
Impact
Length

(linear feet) VV.
Area of
Impact

(acres)
<0.01
Site 2 UT to North Pacolet River Temp Intermittent 7 ft <0.01
Site 2 UT to North Pacolet River Perm Intermittent . 7 ft 36 <0.01

Total Permanent Stream Impact (by length and acreage) 36 <0.01
Page 4 of 9
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, drainace, bulkheads. etc.
Open Water Impact
Site Number
(indicate on map) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
No Impacts

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): <0.01 (permanent)
<0.01 (temporary)
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) <0.01 (permanent)
<0.01 (temporary)
Total Stream Impact (linear feet): 36 (permanent)
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: 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
Page 5 of 9
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.Traffic (with the exception of
emergency vehicles) will be placed on a temporary offsite detour. NCDOT Best Management
Practices will be implemented during all phases of construction and demolition Replacement
bridge will be a spanning structure. Due to continuing slope failure of the adjacent mountain the
abutment on the southeast side of the existing bridge will be left in place to help stabilize this
area and help avert obstruction of the North Pacolet River.
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 January 15, 2002, 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.
There is 36 feet of permanent stream impact to a UT to the North Pacolet River due to a
pipe extension. Due to the minimal impacts of this project no mitigation is proposed
Page 6 of 9
2. Mitigation may 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
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:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
0
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) 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 ?
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
Page 7 of 9
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.
I I * Impact Required
Zone tom n- f- Multiplier
1 3 (2 for Catawba)
2 1.5
Total I I I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 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 213.0242 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. Stormwater will be controlled from the structure
and adjacent road.
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 .0500) or any Buffer Rules?
Yes ? No
Is this an after-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
Page 8 of 9
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 project is limited to a bridge replacement No indirect or cumulative impacts are
anticipated.
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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: B-4239 (Replacement of Bridge No. 2 on SR 1102)
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish/borough: Polk City: Saluda
Center coordinates of site (lat/long in degree decimal format): Lat. 35'13'9"' N, Long. 82'20'41'° W.
Universal Transverse Mercator:
Name of nearest waterbody: North Pacolet River
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Pacolet River
Name of watershed or Hydrologic Unit Code (HUC): 03050105
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
? Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date:
? Field Determination. Date(s):
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Appear to be no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in
the review area. [Required]
Waters subject to the ebb and flow of the tide.
? Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent watersz (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Impoundments of jurisdictional waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 550 linear feet: 5-25 width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: Established by OAWM
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable) :3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section Ill. F.
SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: square miles
Drainage area: square miles
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are 14ek List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TN W5:
Tributary stream order, if known:
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that apply):
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review area/year: Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick List. Characteristics:
Subsurface flow: lp! Liit. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list):
El Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
High Tide Line indicated by:
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
? survey to available datum;
? physical markings;
? vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
'A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain
(b) General Flow Relationship with Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: Pick List. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick LIst river miles from TNW.
Project waters are PiitkList aerial (straight) miles from TNW.
Flow is from: PkkLibt.
Estimate approximate location of wetland as within the PlckUst floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TN.W?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
.Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
[] Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: North Muddy Creek and its UT have NCDWQ stream rating scores greater than 30 (North Pacolet
River).
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: UT to North Pacolet River contained water on numerous site visits. UT contained various species of
macrobenthos and salamanders.
Provide estimates for jurisdictional waters in the review area (check all that apply):
0 Tributary waters: 100 linear feet 5 - 7 width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
? Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
a Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
? which are or could be used by interstate or foreign travelers for recreational or other purposes.
? from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
? which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
Other factors. Explain:
SSee Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
? Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
? Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
? Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
? Other: (explain, if not covered above):
Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
? Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:
Corps navigable waters' study:
© U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:
USDA Natural Resources Conservation Service Soil Survey. Citation:
National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
Previous determination(s). File no. and date of response letter:
H Applicable/supporting case law:
? Applicable/supporting scientific literature:
? Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
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Parcel Number
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Property Owners
Names Addresses
NC Department of Transporation
Tryon Garden Club
1590 Mail services Center
Raleigh, NC 27699-1590
PO Box 245 Tryon, NC 28782
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
POLK COUNTY
WBS - 33582. 1.1 (B-4239)
SHEET
4/30/2008
Dermit Drawing
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NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
POLK COUNTY
WBS - 33582.1.1 (B-4239)
JMD Revised 2/03/05 SHEET 5/14/2008
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

1
Station
(From/To)

-L- 11+g7 to 12+23
Structure
Size /Type

Footer Removal Permanent
Fill In
Wetlands
(acres) Temp.
Fill In
Wetlands
(acres) Excavation
in
Wetlands
(acres) Mechanized
Clearing
in Wetlands
(acres) Clearing
in
Wetlands
(acres) Permanent
SW
impacts
(acres) Temp.
SW
impacts
(acres)
< 0.01 Channel
Impacts
Permanent
(ft) Natural
Stream
Design
(ft)
2 -L- 14+03 RT Pipe installtion < 0.01 36

TOTALS: < 0.01 36
Permit Drawk,fp
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VICINITY MAP (N.T.S.) DETOUR ROUTE
A'
END TIP PROJECT B-4239
L- POT STA. 14+15.00
POLK COUNTY
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD H.
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PRELIMINARY PLANS
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DESIGN DATA PROJECT LENGTH Prwared for: HYDRAULICS ENGINEER
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ADT 2009 = 260 1000 Birch Ridge Dr., Raleigh NC, 27610
Of NOR
ADT 2029 = 435 MA ENGINEERING ONSULTANTS,INC.

DHV = 10%
LENGTH ROADWAY TIP PROJECT B-4239 = 0.039 mi. 598 EAST CNATIfAM STREET, SUITE 137
NORTH CAROLINA 275D
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TOTAL LENGTH TIP PROJECT B-4239 - 0.060 mi. RIGHT OF WAY DATE. R. W. PORTER, JR PE ENGINEER
V = 15 MPH FEBRUARY 15, 2008 PROIERT MVGRfsR
(TTST 1% + DUAL 2%)
FUNC
CLASS
RURAL LE777NG DATE. K.S. HUTCHENS
.
:
LOCAL FEBRUARY 17, 2009 PROJECT DESIGN EWEMER PE
-NATURE
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
LOGA110Nr BRIDGE NO.2 OVER NORTH PACOLET RIVER
ON SR 1102 (PEARSON FALLS ROAD)
TYPE OF WORK GRADING, DRAINAGE, PAVING,
STRUCTURE, AND RETAINING WALLS
WETLAND PERMIT
41
BEGIN TIP PROJECT B4239
POT STA. 11+00.00
SR 1102
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® IMPACTS IN SURFACE WATER
Q 1 AIM TAM vo? ROADWAY DESIGN HYDRAWCS
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ROBERT A 6 EST .2 TONS tidT oo°?' \\°? ENGINEER ENGINEER
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1636 ""-02' NORTH
18/51 ' .?..,
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full
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H nd 'rSO ' 1100 1100
LOCA 701V'
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. Polk County
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% 7

SOUTH CAROLINA
Greenville County
VICINITY MAP (N.T.S.) -~ ~
DETOUR
ROUTE
V.
s?
L 0
v
?V
n
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
POLK CO UNTY
LvLAa1jvN: ISKIVc7r. Nv. L vVER NORTH PAGOLET RIVER
ON SR 1102 (PEARSON FALLS ROAD)
TYPE OF WORK• GRADING, DRAINAGE, PAVING,
STRUCTURE, AND RETAINING WALLS
41
BEGIN TIP PROJECT B-4239
-L- POT STA.11+00.00
SR 1101 L
ro PEARSON
.r \ FALLS ROAD
CEP
010 ?
p(,a BEGIN BRIDGE
? -L- STA 12+14.00 ENG
D-
/ ?0 RV
END TIP PROJJ
-L- POT STA. 14
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD H.
M
00
0
Q
Z
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
Note.' Not to Scale

*S U.E. = Subsurface Utility Engineering
C
m
E
0
m
0
5 C'
STATE OF NORTIFI CAROLINA
DIVISION OF I WAYS
CONVENTIONAL PLAN SHEET SYMBOLS
0
W
Property Monument EO
Parcel/Sequence Number
Existing Fence Line -x-x-x-
Proposed Woven Wire Fence 8
P
d Ch
k
ropose
ain Lin
Fence E,
Proposed Barbed Wire Fence E
Existing Wetland Boundary
- - - -?a- - - -
d
l
Propose
Wet
and Boundary
na
Existing Endangered Animal Boundary

Existing Endangered Plant Boundary
A?
BUILDINGS AND OTHER CULTURE.-
Gas Pump Vent or LPG Tank Cap 0
Si
gn
ll °
we
Small Mine Sz
Foundation
Area Outline 0
Cemetery
0
Building
School
Church
Dam
BOUNDARIES AND PROPERTY.'
State Line -
County Line -
Township line - -
City Line
Reservation Line -
Property Line -
Existing Iron Pin
Property Comer -
HYDROLOGY.'
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump

RAILROADS.'
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned -
RR Dismantled -
RIGHT OF WAY.-
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line -
Proposed Right of Way Line -?
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement - E
Proposed Temporary Drainage Easement- TDE
Proposed Permanent Drainage Easement - PDE
Proposed Permanent Utility Easement PUE
ROADS AND RELATED FEATURES'
Existing Edge of Pavement -
Existing Curb -
Proposed Slope Stakes Cut - - - C - - -
Proposed Slope Stakes Fill --- F___
Proposed Wheel Chair Ramp
Proposed Wheel Chair Ramp Curb Cut -
Curb Cut for Future Wheel Chair Ramp - cr
E
i
ti
t
l G
M
d
il
x
ng
e
uar
s
a
ra
P
d G
d
il T T T T
ropose
uar
ra
E
i
ti
bl
G
id
il
C n
x
ng
a
e
era
s
u
Proposed Cable Guiderail n 11 "
Equality Symbol z
Pavement Removal
VEGETATION-
Single Tree -
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
csx rNAxsraarNroN
0
INI£PoSr 35
a
srrrcn
E --
--
4
0
D ti b Q
Vlney"rd
WATER:
Water Manhole
Water Meter CD
Water Valve
EXISTING STRUCTURES.' Water Hydrant -0
MAJOR: Recorded USG Water Line
Bridge, Tunnel or Box Culvert CONC Designated UIG Water Line (S.U.E.*) - - - -?- - -
Bridge Wing Wall, Head Wall and End Wall - CONC ww Above Ground Water Line A/G woAe
MINOR:
Head and End Wall CBNC Nw TV:
Pipe Culvert TV Satellite Dish CC
Footbridge -------( TV Pedestal
Drainage Box: Catch Basin, DI or JB []CB TV Tower
Paved Ditch Gutter ----- UAG TV Cable Hand Hale NN
Storm Sewer Manhole G Recorded UG TV Cable n
Storm Sewer Designated U43 TV Cable (S.U.E.`) - - - -TV- - -
Recorded LIG Fiber Optic Cable -TV 'A-
UTILITIES.' Designated WG Fiber Optic Cable (S.U.E.* - - - -TV FO- - -
POWER:
Existing Power Pole j GAS:
Proposed Power Pole b Gas Valve 0
Existing Joint Use Pole Gas Meter
Proposed Joint Use Pole Recorded LPG Gas Line
Power Manhole 0 Designated UG Gas Line (S.U.E.')
Power Line Tower ® Above Ground Gas Line Aic c"e
Power Transformer 8
LLG Power Cable Hand Hole E9 SANITARY SEWER:
H-Frame Pole + Sanitary Sewer Manhole
Recorded UIG Power Line Sanitary Sewer Cleanout
Designated UIG Power Line (S.U.E.*) ---->---- U/G Sanitary Sewer Line
Above Ground Sanitary Sewer Axc Sanitary Sewer
TELEPHONE: Recorded SS Forced Main Line -
Existing Telephone Pole + Designated SS Forced Main Line (S.U.E.*) - - - - -FM- - - -
Proposed Telephone Pole -0-
Telephone Manhole 0 MISCELLANEOUS:
Telephone Booth ED Utility Pole
Telephone Pedestal Fil Utility Pole with Base El
Telephone Cell Tower Utility Located Object p
WC, Telephone Cable Hand Hole Utility Traffic Signal Box
Recorded UYG Telephone Cable Utility Unknown LbG Line r,
Designated WG Telephone Cable (S.U.E.•)- ----'---- UIG Tank; Water, Gas, Oil
Recorded UG Telephone Conduit t AG Tank; Water, Gas, Oil
Designated UAG Telephone Conduit (S.U.E.*y - - - -TA- - - - LkG Test Hole (S.U.E.*)
m
Recorded UIG Fiber Optics Cable T ie- Abandoned According to Utility Records - AATUR
Designated UAG Fiber Optics Cable (S.U.E.')- ----ife--- End of Information E.O.I.
-ls
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WEND BRIDGE FAR ALONG APPROACH SIN 6 USE 2p OF ?
SPECIAL MBAORM CONCRETE BALDER WHICH ANTUI6
PAn?nH A?snuL?TBETWEEN o7
WALL
MMAXEMAL
?
PRCI REFERENCE NO. SHEET NO.

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505
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50
5
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= 2495' T = 35,81'
R =6500 R = 6500
Por
REPLACE SOIL DRIVE IN KINK N NSF S CL 6 RIP RAF
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USE RAW- PROPXE.EXISTING TYPAJAL PENNY L PHILLIPS ti EST.7 SY FF
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99 ??
N/F 8 BEARINGS TRANS1T10N
ROBERT 8 3p :0.00
45'
1: 5",'5
? ?g ?A>. CONSULTANTS, INC.
598 Fast chat h. sr. 137 Cary, NC 27511
PENNY L PHILLIPS PROP RICH
TO EX
DITCH K
I +13,00 /
,dS Pti '
P E
a s, Phone: [phone] .D220 Fax: [phone]
.
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•
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RE T.
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ea
-
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/ ?• EATEND BRIDGE MIL ALL
WALL TYPE B-77 ALONG APPROACH SLAB
VAR
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DB 133 PG 113 Do
a

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TYPE 8.11 N TYPE B-17 vAR.PS.
(SHOP CURVE
DI (SHOP CURVED)
WOODS
REL
B

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BL POT STA
5+00
00 IBL II
-BL- PINC STA.6+ 9 1-21 -BL- PINC STA.8+96.18 (BL-3) ALL
MAIL
.
.
-L SO1 12+45 Rr -L- P0 . 0+96.62 113.46' RT -L- POT STA. 13+27,24 (52. 71' RT) SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP
1
62 { I
, BM #1 BM #2 j .
60d NAIL IN 24' POPLAR
-BL-- STA 5+99.00 (33.00' RT)
' ! REBAR WITH CAP STAMPED "TB
-I- STA. 13+03.24 (69.03' RT) M2"
I }
D
V
E1
. 1,680.33
EL. 1671.93'
1
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BEGIN PAVIN G. PL= 11+25.00 l

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I
I

C- STA TI + 0

L 16X2
27

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-

C 1,670.44Y

5 1

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1,66939'

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L
15.00

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r, :° r10
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+
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DITICH i BEG GRADE I

BRIDGE HYDRAULIC DATA L STAR
EL - +5om r679 RT i
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3
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- STA. 10+09.00
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3 f -C- TA. 11+89.33 (9 L) q
DESIGN DISCHARGE = 1500 CFS \ PI L. sruir avRrr I EL 1870.21' _ EL 1 J0.03'
i
DESIGN FREQUENCY = 25 YRS I ( / EL Na1r I j i
,65E - DESIGN HW ELEVATION = 16525 FT \ I { I i 1
650

BASE DISCHARGE = 2200 CFS
-
i

E
;;

AW
U

145 RTr x
_
BASE FREQUENCY or 100 YRS L D l I
BASE HW ELEVATION = 16537 FT I
U I M L
/ 1
RS i 4 { I {
OVERTOPPING DISCHARGE = 20000 CPS . f I -
OVERTOPPING FREQUENCY = 500+ YRS
OVERTOPPING ELEVATION = 1670AFT
,11401 DATE OF SURVEY = 1012007
WS.ELEVATION i {
r1i40
AT DATE OF SURVEY = 1647DFT i j
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