20081776 Ver 1_Application_20081202

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MICHAEL F EASLEY
GOVERNOR
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
U S Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN Mr David Baker
NCDOT Coordinator
LYNDo TIPPETT
SECRETARY
081776
Subject Application for Section 404 Nationwide Permit 13 for the proposed
replacement of Bridge No 51 over Parks Creek on SR 1424 in Burke County,
Federal Aid Project No BRZ-1424(4), Division 13, TIP No B-4043
Dear Sir
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No
51 over Parks Creek on SR 1424 There will be 83 linear feet of permanent stream impacts
in the form of bank stabilization There will be no temporary stream impacts to Parks
Creek
Please see enclosed copies of the Pre-Construction Notification (PCN), Rapanos forms,
permit drawings and design plans for the above-referenced project The Categorical
Exclusion (CE) was completed in February 2005 and distributed shortly thereafter
Additional copies are available upon request
This project calls for a letting date of September 15, 2009 and a review date of July 28,
2009
MAILING ADDRESS
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
November 26, 2008
TELEPHONE [phone]
FAX [phone]
WEBSITE WWW NCDOT ORG
LOCATION
2728 CAPITAL BLVD
SUITE 240
RALEIGH NC 27604
A copy of this permit application will be posted on the NCDOT Websrte at
http //www ncdot org/doh/preconstruct/pe/ If you have any questions or need additional
information, please contact Jennifer Harrod at jwharrod(a?ncdot gov or [phone]
Smcerel ,
ce <
Gregory J Thorpe, Ph D
Environmental Management Director, PDEA
w/attachment
Mr Brian Wrenn, NCDWQ (2 copies)
Ms Marla Chambers, NCWRC
Ms Marella Buncick, USFWS
w/o attachment (see permit website for attachments)
Dr David Chang, P E, Hydraulics
Mr Mark Staley, Roadside Environmental
Mr Victor Barbour, P E , Project Services Unit
Mr Greg Perfetti, P E , Structure Design
Mr J J Swain, P E , Division Engineer
Mr Roger Bryan, DEO
Mr Jay Bennett, P E , Roadway Design
Mr Mated Alghandour, P E , Programming and TIP
Mr Art McMillan, P E, Highway Design
Mr Scott McLendon, USAGE, Wilmington
Mr Karen Capps, Project Planning Engineer
2
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2® 0 8 1 7 7 6
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" )
1. Processing
1 Check all of the approval(s) requested for this project
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ? Express 401 Water Quality Certification
2 Nationwide, Regional or General Permit Number(s) Requested
Nationwide 13
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 ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here ?
II. Applicant Information
Owner/Applicant Information
Name. Gregory J Thorpe, Ph D , Environmental Management Director
Mailing Address 1598 Mail Service Center
Telephone Number [phone] Fax Number [phone]
E-mail Address Jwharrod(iWot 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 Fax Number
E-mail Address
III. Project Information
Page 5 of 12
V V.
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 No 51 on SR 1424 over Parks Creek
2 T I P Project Number or State Project Number (NCDOT Only) B-4043
3 Property Identification Number (Tax PIN)
4 Location
County Burke Nearest Town Worry, NC
Subdivision name (include phase/lot number) N/A
Directions to site (include road numbers/names, landmarks, etc) I-40 West to exit 103 for
US-64 (Morganton/Rutherfordton), Right on US-64, Left at W Fleming Drive US-64) to
stay on US-64, Left on NC-181 (N Green Street), Right NC-1410 (Goodman Lake Rd),
Right at NC-1439 (Henderson Mill Rd )
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) 3585 ON -81 73 °W
6 Property size (acres) N/.
7 Name of nearest receiving body of water Parks Creek, DWQ Classfication C
8 River Basin Catawba River Basin
(Note - this must be one of North Carolina's seventeen designated mayor river basins The
River Basin map is available at http Hh2o 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 Disturbed/Maintained, Commercial Tree Farm, Agriculture,
Piedmont/Mountain Bottomland Forest and Mesic Mixed Hardwood Forest
10 Describe the overall project in detail, including the type of equipment to be used Bndge
No 51 will be replaced with a 70 ft long single=span bridge
Page 6 of 12
ie a
II Explain the purpose of the proposed work NCDOT Bridge Maintenance Unit records
indicate Bridge No 51 has a sufficiency rating of 53 2 out of a possible 100 for a new
structure The bridge is considered structurally deficient and functionally obsolete The
replacement of this inadequate structure will result in safer and more efficient traffic
operations
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
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
nprap 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
1 Provide a written description of the proposed impacts There will be 83 feet of permanent
impacts to Parks Creek due to the use of nprap for bank stabilization There will be no
temporary stream impacts to Parks Creek
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
Page 7 of 12
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II Explain the purpose of the proposed work NCDOT Bridge Maintenance Unit records
indicate Bridge No 51 has a sufficiency rating of 53 2 out of a possible 100 for a new
structure The bridge is considered structurally deficient and functionally obsolete The
replacement of this inadequate structure will result in safer and more efficient traffic
operations
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 project9 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
nprap 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
1 Provide a written description of the proposed impacts There will be 83 feet of permanent
impacts to Parks Creek due to the use of nprap for bank stabilization There will be no
temporary stream impacts to Parks Creek
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
Page 7 of 12
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e g , forested, marsh,
herbaceous, bog, etc) Located within
100-year
Floodplam
(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
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, np-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
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 Parks Creek Permanent Perennial 12>> 83' <0 01

Total Stream Impact (by length and acreage) 83 <0 01
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
Site Number

(indicate on ma)

Name pplicablle) Watee)
(if applicable)

Type of Impact Type of Waterbody

(lake, Pand estuary, sound, bay,
ocean, etc) Area of

Impact
(acres)

Total Open Water Impact (acres) 0
Page 8 of 12
6 List the cumulative impact to all Waters of the U S resulting from the project
Stream Impact (acres) <0 01 (perm )
Wetland Impact (acres) 0
Open Water Impact (acres) 0
Total Impact to Waters of the U S (acres) <0 01 (perm)
Total Stream Impact (linear feet) 83' (perm )
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
were minimized once the desired site plan was developed If applicable, discuss construction
techniques to be followed during construction to reduce impacts The current bridge will be
replaced at new location lust south of the existinp- location During construction traffic will be
maintained on an off-site detour NCDOT Best Manaeement Practices will be implemented
during all phases of construction and demolition
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H 0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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 basm, 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 NCDOT proposes no mitigation for
the 83 linear feet of permanent impacts to Parks Creek These impacts are minimal and are
due to the use of nprap for bank stabilization and are not considered a loss of waters of the
United States
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-npanan wetland mitigation requested (acres) 0
Amount of Coastal wetland mitigation requested (acres) 0
IX. Environmental Documentation (required by DWQ)
1 Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
Page 10 of 12
W
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 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
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
* Impact Required
Zone 1-1- o.? Multiplier
1 I 13 (2 for Catawba)
2 15
Total
* 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 2B 0242 or 0244, or 0260
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 from this bridge replacement will not
be directly discharged into Parks Creek
Page 11 of 12
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
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules9
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 quality9 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 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)
As of January 31, 2008, the United States Fish and Wildlife Service (USFWS) lists six
federally protected species for Burke County The Dwarf-flowered heartleaf Heller's blazing
star, Mountain golden-heather, Small whorled pogoma, Spreding avens and White insette have
biological conclusions of No Effect (No Habitat) The Bog turtle is threatened due to similarity
of appearance and does not require a biological conclusion
The Bald Eagle has been delisted from the Endangered Species Act as of August 8 2007 but is
still protected under the Bald and Golden Eagle Act Foraging habitat for the Bald Eagle does

Applicant/Agfnt's ggnature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided )
11•Z?"d8
Page 12 of 12
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 I BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD)
B DISTRICT OFFICE, FILE NAME, AND NUMBER B-4043 Bridge No 51 over Parks Creek on SR 1424
C PROJECT LOCATION AND BACKGROUND INFORMATION
State NC County/pansh/borough Burke City Worry
Center coordinates of site (lat/long in degree decimal format) Lat 35 85° N, Long -81 73°
Universal Transverse Mercator
Name of nearest waterbody
Johns River
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows French Broad River
Name of watershed or Hydrologic Unit Code (HUC) 06010105
® 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 ` p' ", _ "navigable waters of the US" within Rivers and Harbors Act (RHA) junsdiction (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 fflgM "waters of the US" 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) i
® TNWs, including territorial seas
® Wetlands adjacent to TNWs
Relatively permanent waters2 (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 Junsdictional 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 125 linear feet 12 width (ft) and/or acres
Wetlands acres
c Limits (boundaries) of jurisdiction based on EsEs a lls6'"-`yOAWMI
Elevation of established OHWM (if known)
2 Non-regulated waters/wetlands (check if applicable) 3
Q Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not junsdichonal
Explain
i 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)
3 Supporting documentation is presented in Section III 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 waterbody° 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 111.112 for any onsite wetlands, and Section III B3 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 c
Drainage area MecLi
Average annual rainfall inches
Average annual snowfall inches
(u) Physical Characteristics:
(a) Relationship with TNW
? Tributary flows directly into TNW
? Tributary flows through F.W tributaries before entering TNW
Project waters are Fick L river miles from TNW
Project waters are Pick Lis# river miles from RPW
Project waters are Pick List aerial (straight) miles from TNW
Project waters are PALl aenal (straight) miles from RPW
Project waters cross or serve as state boundaries Explain
Identify flow route to TNW5
Tributary stream order, if known
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West
s 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 I:,Ls
Primary tnbutary substrate composition (check all that apply)
? Silts ? Sands
? Cobbles ? Gravel
? Bedrock ? Vegetation Type/% cover
? Other Explain
? Concrete
? Muck
Tributary condition/stability [e g , highly eroding, sloughing banks] Explain
Presence of run/nifle/pool complexes Explain
Tributary geometry SWIM
Tributary gradient (approximate average slope) %
(c) Flow
Tnbutary provides for NUM
Estimate average number of flow events in review area/year IN L`
Describe flow regime
Other information on duration and volume
Surface flow is kk Lisi Characteristics
Subsurface flow f9k 'A 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)
? Discontinuous OHWM 7 Explain
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
If factors other than the OHWM were used to determme lateral extent of CWA jurisdiction (check all that apply)
[] High Tide Line indicated by ? Mean High Water Mark indicated by
? oil or scum line along shore objects ? survey to available datum,
? fine shell or debris deposits (foreshore) ? physical markings,
? physical markings/charactenstics ? vegetation lines/changes in vegetation types
? tidal gauges
? other (list)
(w) 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
6A 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 Pg List Explain
Surface flow is NON
Characteristics
Subsurface flow Plclc Lis 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/bamer Explain
(d) Proximity (Relationship to TNW
Project wetlands are Pick Lis river miles from TNW
Project waters are Pick List aerial (straight) miles from TNW
Flow is from List
Estimate approximate location of wetland as within the Pick Isis floodplam
(n) Chemical Characteristics
Charactenze 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'1iai
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 floodplam 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 l?fecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TN W?
• 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 TNW?
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 WATERSIWETLANDS ARE (CHECK ALL
THAT APPLY)
I TNWs and Adjacent Wetlands Check all that apply and provide size estimates in review area
Q TNWs linear feet width (ft), Or, acres
Q 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
Q 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
Provide estimates for jurisdictional waters in the review area (check all that apply)
1" Tributary waters 125 linear feet 12 width (ft)
[j Other non-wetland waters acres
Identify type(s) of waters
Non-RPWs8 that flow directly or indirectly into TNWs
D 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 junsdictional waters within the review area (check all that apply)
Q Tributary waters linear feet width (ft)
[l Other non-wetland waters acres
Identify type(s) of waters
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
© Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands
Q 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
Q Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is
seasonal in Section III B and rationale in Section III D 2, above Provide rationale indicating that wetland is directly
abutting an RPW
Provide acreage estimates for junsdictional wetlands in the review area acres
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 junsidictional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for junsdictional wetlands in the review area acres
6 Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Q 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 junsdictional Data supporting this
conclusion is provided at Section III C
Provide estimates for junsdictional wetlands in the review area acres
Impoundments of jurisdictional waters 9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional
E] Demonstrate that impoundment was created from "waters of the US," 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)
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
Identify water body and summarize rationale supporting determination.
8See 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
Provide estimates for Junsdictional waters in the review area (check all that apply).
Q Tributary waters Ii near feet width (ft)
? Other non-wetland waters acres
Identify type(s) of waters
? Wetlands acres
NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY)
Q 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-lunsdictional waters in the review area, where the sole potential basis ofjunsdiction 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-lunsdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for Junsdiction (check all that apply)
? Non-wetland waters (i e, rivers, streams) linear feet, width (ft)
El 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)
Q Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant
Q 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
Q 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
Q National wetlands inventory map(s) Cite name
StateJLocal wetland inventory map(s)
FEMA/FIRM maps
100-year Floodplam Elevation is (National Geodectic Vertical Datum of 1929)
Q Photographs ? Aenal (Name & Date)
or ? Other (Name & Date)
Previous determination(s) File no and date of response letter
Applicable/supporting case law
Q Applicable/supporting scientific literature
Other information (please specify)
B ADDITIONAL COMMENTS TO SUPPORT JD
TIP B-4043
NATURAL RESOURCES TECHNICAL REPORT
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CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
TIP Project No B-4043
WBS No 33409.1.1
State Project No 8.2853001
Federal Project No BRZ-1424 (4)
A. Project Description:
NCDOT will replace Bridge No 51 on SR 1424 (John's River Road) over Parks
Creek in Burke County The bridge will be replaced with a new approximately
seven feet higher than the existing The new bridge will be located approximately
50 feet south of the existing The new bridge will be approximately 100 feet in
length The proposed structure shall be of sufficient width to accommodate a 22-
foot travelway and minimum 3 foot offsets on each side The actual width will
take into account the use of a cored slab bridge and stripping to accommodate the
curved alignment The approach roadway will consist of two 11-foot travel lanes
and shoulder widths of 5 feet Shoulder widths will vary from eight feet to eleven
feet where guardrail is warranted Traffic will be detoured off-site, along
surrounding roads, during construction Total project length will be
approximately 950 feet
B. Purpose and Need:
Bridge No 51 has a sufficiency rating of 53 2 out of 100 This bridge was added
to the TIP in 1998 when the sufficiency rating was 33 3 and the bridge was
functionally obsolete Since that time, temporary repairs have been installed in
order to keep the bridge open These repairs resulted in a higher sufficiency
rating For these reasons, Bridge No 51 needs to be replaced
C. Proposed Improvements:
The following Type II improvements which apply to the project are circled
Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e g , parking,
weaving, turning, climbing)
a Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R
and 4R improvements)
b Widening roadway and shoulders without adding through lanes
c Modernizing gore treatments
d Constructing lane improvements (merges, auxiliary, and turn lanes)
e Adding shoulder drains
f Replacing and rehabilitating culverts, inlets, and drainage pipes, including
safety treatments
g Providing driveway pipes
h Performing minor bridge widening (less than one through lane)
Slide Stabilization
Structural BMP's for water quality improvement
2 Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting
a Installing ramp metering devices
b Installing lights
c Adding or upgrading guardrail
d Installing safety barriers including Jersey type barriers and pier protection
e Installing or replacing impact attenuators
f Upgrading medians including adding or upgrading median barriers
g Improving intersections including relocation and/or realignment
h Making minor roadway realignment
i Channelizing traffic
J Performing clear zone safety improvements including removing hazards
and flattening slopes
k Implementing traffic aid systems, signals, and motorist aid
1 Installing bridge safety hardware including bridge rail retrofit
O Bridge rehabilitation, reconstruction, or replacement or the construction of grade
separation to replace existing at-grade railroad crossings
a Rehabilitating, reconstructing, or replacing bridge approach slabs
b Rehabilitating or replacing bridge decks
c Rehabilitating bridges including painting (no red lead paint) scour repair,
fender systems, and minor structural improvements
O Replacing a bridge (structure and/or fill)
4 Transportation corridor fringe parking facilities
5 Construction of new truck weigh stations or rest areas
6 Approvals for disposal of excess right-of-way or for joint or limited use of right-
of-way, where the proposed use does not have significant adverse impacts
7 Approvals for changes in access control
8 Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such construction is
not inconsistent with existing zoning and located on or near a street with adequate
capacity to handle anticipated bus and support vehicle traffic
9 Rehabilitation or reconstruction of existing rail and bus buildings and ancillary
facilities where only minor amounts of additional land are required and there is
not a substantial increase in the number of users
10 Construction of bus transfer facilities (an open area consisting of passenger
shelters, boarding areas, kiosks, and related street improvements) when located in
a commercial area or other high activity center in which there is adequate street
capacity for projected bus traffic
2
11 Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such construction is
not inconsistent with existing zoning and where there is no significant noise
impact on the surrounding community
12 Acquisition of land for hardship or protective purposes, advance land acquisition
loans under section 3(b) of the UMT Act Hardship and protective buying will be
permitted only for a particular parcel or a limited number of parcels These types
of land acquisition qualify for a CE only where the acquisition will not limit the
evaluation of alternatives, including shifts in alignment for planned construction
projects, which may be required in the NEPA process No project development
on such land may proceed until the NEPA process has been completed
13 Acquisition and construction of wetland, stream and endangered species
mitigation sites
14 Remedial activities involving the removal, treatment or monitoring of soil or
groundwater contamination pursuant to state or federal remediation guidelines
D. Special Protect Information:
Estimated Costs:
Total Construction $ 575,000
Right of Way $ 14,000
Total $ 589,000
Estimated Traffic:
Current - 200 vpd
Year 2025 - 400 vpd
TTST - 1 %
Dual - 2%
Proposed Typical Cross Section:
The approach roadway will consist of two 11-foot travel lanes and shoulder widths of
5 feet Shoulder widths will be increased by at least 3 feet where guardrail is
warranted
Design Speed:
60 mph
Design Exceptions:
A design exception is anticipated for speed and horizontal stopping sight distance
Functional Classification:
3
SR 1424 is classified as a Rural Local Route in the Statewide Functional Classification
system
Division Office Comments:
The Division 13 Construction Engineer supports the chosen alternate and proposed
method for detouring traffic during construction
Bridge Demolition:
The superstructure of Bridge No 51 consists of a timber floor on I-beams with an
asphalt-weanng surface The substructure is composed entirely of timber, which can be
removed without any falling debris Therefore, Bridge No 51 will be removed without
dropping components into Waters of the United States during construction
Alternatives Discussion: (including Studied Offsite Detour Evaluation)
According to the Transportation Director for Burke County Schools, there are no school
bus crossings over Bridge No 51 An alternate route would not affect their operations
Burke County Emergency Management Services states an alternate route can be used
during construction
The studied detour route utilizes SR 1405, SR 1423, and SR 1438 This route results in
2 4 miles of additional travel
"Do-nothing" is not practical, requiring the eventual closing of the road as the existing
bridge completely deteriorates Rehabilitation of the existing deteriorating bridge is
neither practical nor economical
4
E. Threshold Criteria
The following evaluation of threshold criteria must be completed for Type II actions
ECOLOGICAL YES NO
(1) Will the project have a substantial impact on any unique or ?
important natural resource? X
(2) Does the project involve habitat where federally listed ?
endangered or threatened species may occur9 X
(3) Will the project affect anadromous fishy ?
X
(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one-tenth (1/10) of an acre and have all practicable
measures to avoid and mimmize wetland takings been
evaluated' X
(5) Will the project require the use of U S Forest Service lands9 ?
X
(6) Will the quality of adjacent water resources be adversely
impacted by proposed construction activities9 ? X
(7) Does the project involve waters classified as Outstanding
Water Resources (OWR) and/or High Quality Waters (HQW)? ?
X
(8) Will the project require fill in waters of the United States
in any of the designated mountain trout counties?
(9) Does the project involve any known underground storage
tanks (UST's) or hazardous material sites? X
PERMITS AND COORDINATION YES NO
(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concern" (AEC)? X
(11) Does the project involve Coastal Barrier Resources Act ?
resources? X
(12) Will a U S Coast Guard permit be required? ?
X
5
(13) Will the project result in the modification of any existing
regulatory floodway? X
(14) Will the project require any stream relocations or channel
changes9 X
SOCIAL, ECONOMIC, AND CULTURAL RESOURCES YES NO
(15) Will the project induce substantial impacts to planned ?
growth or land use for the area9 X
(16) Will the project require the relocation of any family or ?
business? X
(17) Will the project have a disproportionately high and
adverse human health and environmental effect on any minority
or low-income population9 X
(18) If the project involves the acquisition of right of way, is the

amount of right of way acquisition considered minor? ?
X
(19) Will the project involve any changes in access control?
X

(20) Will the project substantially alter the usefulness and/or land
use of adjacent property? X
(21) Will the project have an adverse effect on permanent local

traffic patterns or community cohesiveness? ?
X
(22) Is the project included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is,
therefore, in conformance with the Clean Air Act of 1990)?
X ?

(23) Is the project anticipated to cause an increase in traffic
?
volumes?
X
(24) Will traffic be maintained during construction using existing

roads, staged construction, or on-site detours? X ?
(25) If the project is a bridge replacement project, will the bridge be
replaced at its existing location (along the
existing facility) and will all construction proposed in
association with the bridge replacement project be contained on

the existing facility? ?
X
(26) Is there substantial controversy on social, economic, or
6
environmental grounds concerning the project? X
(27) Is the project consistent with all Federal, State, and local laws ?
relating to the environmental aspects of the project? X
(28) Will the project have an "effect" on structures/properties
eligible for or listed on the National Register of Historic Places? ?
X
(29) Will the project affect any archaeological remains, which are ?
important to history or pre-history? X
(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites, or historic bridges, as defined in
Section 4(f) of the U S Department of Transportation Act of ?
1966)? X
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as
defined by Section 6(f) of the Land and Water Conservation ?
Act of 1965, as amended? X
(32) Will the project involve construction in, across, or
adjacent to a river designated as a component of or
proposed for inclusion in the Natural System of Wild and
Scenic Rivers? X
F. Additional Documentation Required for Unfavorable Responses in Part E
Item (4) Wetlands
The Natural Resources Technical Report (NRTR) states no wetlands have been mapped
within the project vicinity under the National Wetlands Inventory (NWI) program
However, a narrow discontinuous fnnge of Piedmont/Mountain Bottomland Forest
L occurs along portions of the stream banks This wetland area is estimated at 0 3 acres
within the project boundary NCDOT will avoid and minimize impacts to the wetlands to
the maximum extent practicable
Item (8) Mountain Trout County
Burke County is listed as a Mountain Trout County The North Carolina Wildlife
Resources Commission (WRC) does not list Parks Creek as a designated trout stream
WRC stated "no sport fish concerns" (see letter dated May 10, 2002)
Item (25) Bridge Replaced at Existing Location
The new bridge will be placed approximately 50 feet southeast of the existing This
slight change in horizontal alignment greatly improves the alignment of the road and
results in safer traffic operations (see Figure 2) During construction, traffic will be
detoured offsite along surrounding roads
7
G. CE Approval
TIP Project No B-4043
WBS No 33409.1.1
State Project No 8.2853001
Federal Project No BRZ-1424 (4)
Protect Description:
NCDOT will replace Bridge No 51 on SR 1424 (John's River Road) over Parks Creek in Burke
County The bridge will be replaced with a new approximately seven feet higher than the
existing The new bridge will be located approximately 50 feet south of the existing The new
bridge will be approximately 100 feet in length The proposed structure shall be of sufficient
width to accommodate a 22-foot travel way and minimum 3 foot offsets on each side The actual
width will take into account the use of a cored slab bridge and stripping to accommodate the
curved alignment The approach roadway will consist of two 11-foot travel lanes and shoulder
widths of 5 feet Shoulder widths will vary from eight feet to eleven feet where guardrail is
warranted Traffic will be detoured off-site, along surrounding roads, during construction Total
project length will be approximately 950 feet
Categorical Exclusion Action Classification:
TYPE II(A)
X TYPE II(B)
Approved:
i
Da e
y 0
Date
2 /1/05
Date
c?_-
Assistant Manager, Teresa Hart, PE, CPM
Project Development & Environmental Analysis Branch
l
Project Development Yngifieer,
Project Development & Environmental Analysis Branch
For Type II(B) projects only
I AD ?-
Date ?Q,u _John F Sullivan, III, Division Admim:
f"' `"Federal Highway Administration
Project Plannfng Un tIlead, WiafamT Goodwin, -Jr, PE
Project Development & Environmental Analysis Branch
PROJECT COMMITMENTS
Burke County
Bridge No. 51 on SR 1424
Over Parks Creek
Federal Project BRZ-1424 (4)
State Project 8.2853001
WBS 33409.1.1
TIP No. B4043
Commitments Developed Through Project Development and Design
Division 13 Construction
In order to allow Emergency Management Services (EMS) time to prepare for road closure,
the NCDOT Resident Engineer will notify Burke County EMS at [phone] of the
bridge removal 30 days prior to road closure And again when the road is re-opened
- PDEA Natural Systems Unit
If possible, prior to let, the Protected Species Team of 1 rolect Development & Environmental
Analysis should conduct a survey for the brook floater,)listed as a federal species of concern
If mussels are found in the footprint of the causeways, they should be relocated before
construction begins t? c t, S` 1-?c C +
Division 13 Construction
As of December 2004, there are no school bus crossings over Bridge No 51 The following
commitment shall stay in this document in case of future development and possible bus
crossings during the time of construction
In order to allow Burke County Schools time to prepare for road closure, the
NCDOT Resident Engineer will notify the Transportation Director at (828) 438-
8803 of the bridge removal 30 days prior to road closure And again when the road
is re-opened.
Hydraulic Unit, Structure Design Unit
No deck drains will be allowed to discharge directly into Parks Creek
Green Sheet Sheet 1/1
PDEA
Programmatic Categorical Exclusion
February 2005
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North Carolina Department of Cultural Resources
State Historic Preservation Office
David L S Brook Administrator
Michael F Easley, Governor
Lisbeth C Evans Secretary
Jeffrey 1 Crow Deputy Secretary
Office of Archives and History
January 29, 2002
MEMORANDUM
TO William D Gilmore, Manager
NCDOT, Division of H>ghwat s
FROM David Brook
SUBJECT Replace Bridge 51 orYSR 1424, TIP B-4043 Burke Count, ER 02-8503
Thank you for vour letter of September 25, 2001, regarding the above project
Division of Historical Resources
David J Olson Director
We recommend that a comprehensive survev be conducted by an archaeologist to identifv and evaluate the
significance of archaeological remains that maN be damaged or destroved b,, the project Potential effects on
unknown resources mu t be assessed prior to the Jrutiation of construction activities
Two copies of the resul ing archaeological survey report, as well as one copy of the appropriate site forms,
should be forwarded to us for review and comment as soon as thev are available and well in advance of ant
construction activities
A list of archaeological consultants who have conducted or expressed an interest in contract work in North
Carolina is available at vww arch dcr state nc us/consults The archaeologists listed, or anv other archaeologist
may be contacted to ccr nduct the recommended survet
We have conducted a tearch of our maps and files and have located the following structures of historical or
architectural importance within the general area of the project
(-:)rpenmg House, west side of SR 1424, 15 miles south of SR 1405
An archutectural histori n for the Department of Transportation should inventorv and evaluate this propertv
and anv others, that art fifty years old or older and located within the area of potential effect
The above comments ate made pursuant to Section 106 of National Historic Preservation Act and Advisory
Council on Historic Prt ervation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800
Thank you for vour cooperation and consideration If N ou have questions concerning the above comment,
contact Renee Gledhill Garlev, environmental revtt-w coordinator, at 919/733-4763 In all future
communication concerning this project, please cite the above-referenced tracking number
cc Marv Pope Furr, NCDOT
Matt Wilkerson, NCDOT
Locatioii
Administration 507 N Blount St Ralugh NC
Restoration 515 N Blount St Ralugh N(
5urve) s Planning 15 N Blount St R ilueh N(
Mailing Address
461 7 Mail SLFVill CLntlr Ralugh 2 7 699-16 1 7
4613 Mail 5Lrvlll Clnllr R ilugh 2 7 699-16 1 3
46111 Mail SO%ILL (LntLr Ralueh ;69)-hI4
-lie
Telephone/Fax
[phone] •733-4653
(919)733-6i47 •7154801
ii)1Lit 'i 1-176; •715.41,01
1 ?
Federal Aid # BRZ-1424(4) TIP# B-4043 County Burke
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR
THE NATIONAL REGISTER OF HISTORIC PLACES
Project Description Replace Bridge No 51 on SR 1424. Burke Countv
On July 22, 2003 representatives of the
® North Carolina Department of-Transportation (NCDOT)
® Federal Highway Administration (FHWA)
® North Carolina State Historic Preservation Office WO)
? Other
Reviewed the subject project at
? Scopmg meeting
® Historic architectural resources photograph review session/consultation
? Other
All parties present agreed
? There are no properties over fifty years old within the project's area of potential effects
® There are no properties less than fifty years old which are considered to meet Cntena Consideration G within the
project's area of potential effects
® There are properties over fifty years old within the project's Area of Potential Effects (APE), but based on the
historical information available and the photographs of each property, the property/ies identified as # 1 - Coroenino
House is/are considered not eligible for the National Register and no further evaluation of it/them is/are necessary
® There are no National Register-listed or Study Listed properties within the project's area of potential effects
® All properties greater than 50 years of age located in the APE have been considered at this consultation and based
upon the above concurrence, all compliance for historic architecture with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project
® There are no historic properties affected by this project (Attach anv notes or documents as needed)
[THE BRIDGE WAS CONSTRUCTED IN 1963 - NOT 50 YEARS OLD]
Signed
o;Z1 oZ ?J G
Representative, NCDOT Date
FHWA, for the Division Administrator, o other Federal Aeencv
Representative HPO
Z,,,, /?T
Zz4 e?
Date
Date
Historic Preservation Officer Q Date
If a survey report is prepared a Iinal copy of this form and the attached list will be included
CITIZENS PARTICIPATION
RECEIVED
North Carolina Department of Cultural Resources APR 2 0 2004
State Historic Preservation Office
Michael F Easley, Governor
Lisbeth C Evans, Secretary
Jeffrey J Crow, Deputy Secretary
Office of Archives and History
April 14, 2004
MEMORANDUM
TO Matt Wilkerson, Archaeologv Supervisor
Office of Human Environment
NCDOT Division of Highways
FROM David Brook C??L- t7
,I , Division of Historical Resources
?, David $_ Brook ?Itrectar
SUBJECT Bridge 51 on SR 1424, B-4043, Burke Counn,, ER02-8503
Thank you for your letter of March 10, 2004, transmitting the archaeological survey report b,
TRC Garrow associates, Inc for the above project
During the course of the survey, no sites were located within the project area The report
authors have recommended that no further archaeological investigation be conducted in
connection with this project We concur with this recommendation since the project will not
involve significant archaeological resources
The above comments are made pursuant to Section 106 of the National Historic Preservation
Act and the Advisorv Council on Historic Preservation's Regulations for Compliance with
Section 106 codified at 36 CFR Part 800
Thank you for your cooperation and consideration If you have questions concerning the
above comment, please contact Renee Gledhill-Earlev, environmental review coordinator at
919/733-4763 In all future communication concerning this project, please cite the above-
referenced tracking number
cc Tasha Benvshek and Paul Webb, TRC Garrow Associates, Inc
www hpo der state nc us
Location Matting Address
ADMINISTRATION 507 N Blount St Raleigh NC 4617 Mail Service Center Raleigh NC
RESTORATION 515 N Blount St Raleigh NC 4617 Mail Service Center Raici2h NC
SURVEI d PLANNING 51 ? N Blount St Raleigh NC 461- Matt Scrvic.- C.,iter Rahn-!^ ` C
Telephone/Fax
276994617 (919) 73,476, • 733-865:
276Q9-161- (919) 73,-o?47 •71,4801
_160cu1h,- rUiQ' -----!-6- .7, 1c,
ESE North Carolina Wildlife Resources COMrrusSi ?
on
512 N Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R Fullwood, Executive Director
TO William T Goodwin, Jr, PE Unit Head
Bridge Replacement & Environmental Analysis Branch
FROM Ron Linville, Habitat Conservation Coordinator
Habitat Conservation Program
DATE May 10, 2002
SUBJECT NCDOT Bridge Replacements in Burke County
Bndge No 26, NC183, Linville River
B-4038
Bndge No ,
51, SRI 424, Parks Creek, 11-404,'
Bridge No 251, SRI 128, Hall Creek
B-4040
Bridge No ,
4, SRI 515, Smoky Creek, B-4044
Bndge No 57, SR1244, Canoe Creek
B-4041
Bridge No
Bndge No ,
94, SRI 972. East Prong Hunting Creek. B-4047
19, SRI 736, Camp Creek
B-4045
Bridge No ,
91, SRI 127, Silver Creek, B-4039
Biologists with the N C Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project Our
comments are provided in accordance with provisions of the National Environmental Policv Act
(42 U S C 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat 401 as amended 16
US C 661-667d)
follows Our standard recommendations for bridge replacement projects of this scope are as
1 We generally prefer spanning structures Spanning structures usually do not require
work within the stream and do not require stream channel realignment The horizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters
2 Bridge deck drains should not discharge directly into the stream
3ridge Memo
iay 3 =1302
3 Live concrete should not be allowed to contact the water in or entering into the stream
4 If possible, bridge supports (bents) should not be placed in the stream
5 If temporary access roads or detours are constructed they should be removed back to
original ground elevations immediately upon the completion of the project Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should
be planted with a spacing of not more than 10'x10' If possible, when using temporary
structures the area should be cleared but not grubbed Clearing the area with cham
saws, mowers, bush-hogs, or other mechanized equipment and leaving the stumps and
root mat mtact, allows the area to revegetate naturally and minimizes disturbed soil
6 A clear bank (nprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge
7 In trout waters, the N C Wildlife Resources Commission reviews all U S Army
Corps of Engineers nationwide and general `404' permits We have the option of
requesting additional measures to protect trout and trout habitat and we can
recommend that the project require an individual 404' permit
8 In streams that contain threatened or endangered species NCDOT biologist Mr Tim
Savidge should be notified Special measures to protect these sensitive species may be
required NCDOT should also contact the U S Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project
9 In streams that are used by anadromous fish, the NCDOT official policy entitled
"Stream Crossing Guidelines for Anadromous Fish Passage (May 12 1997) ' should
be followed.
10 In areas with significant fisheries for sunfish, seasonal exclusions may also be
recommended
11 Sedimentation and erosion control measures sufficient to protect aquatic resources
must be implemented prior to any ground disturbing activities Structures should be
maintained regularly, especially following rainfall events
12 Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long-term erosion control
13 All work in or adjacent to stream waters should be conducted in a dry work area
Sandbags, rock berms, cofferdams, or other diversion structures should be used
where possible to prevent excavation in flowing water
14 Heavy equipment should be operated from the bank rather than in stream channels in
order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into streams
15 Only clean, sediment-free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed
Bridge Memo
16 During subsurface investigations equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials
If corrugated metal pipe arches. reinforced concrete pipes or concrete box culverts are
used
1 The culvert must be designed to allow for aquatic life and fish passage Generally, the
culvert or pipe invert should be buned at least 1 foot below the natural streambed
(measured from the natural thalweg depth) If multiple barrels are required, barrels
other than the base flow barrel(s) should be placed on or near stream bankfull or
floodplatn bench elevation (similar to Lyonsfield design) These should be
reconnected to floodplatn benches as appropnate This may be accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s) Silled barrels should be filled with sediment so as not to cause
noxious or mosquito breeding conditions Sufficient water depth should be provided
in the base flow barrel(s) during low flows to accommodate fish movement If
culverts are longer than 40-50 linear feet, alternating or notched baffles should be
installed to a manner that mimics existing stream pattern This should enhance
aquatic life passage 1) by depositing sediments in the barrel, 2) by maintaining
channel depth and flow regimes, and 3) by providing resting places for fish and other
aquatic organisms In essence base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity
2 If multiple pipes or cells are used. at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage
3 Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment Widening the stream channel must be avoided
Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and
disrupts aquatic life passage
4 Riprap should not be placed in the active thalweg channel or placed in the stream be-i
in a manner that precludes aquatic life passage Bioengineering boulders or structures
should be professionally designed sized, and installed
In most cases, we prefer the replacement of the existing structure at the same location
with road closure If road closure is not feasible. a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks If the structure will be on a new alignment the old structure should be removed
and the approach fills removed from the 100-year floodplatn Approach fills should be removed
down to the natural ground elevation The area should be stabilized with grass and planted with
native tree species If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands If successful, the site may be utilized as mitigation for the subject project or
other projects in the watershed
Undue Memo
Project specific comments
N,is% f o ,uu-
1 Bridge No 26, NC 133 Linville River B-4033, RED LIGHT Significant & historic resource
Proposed Critical Habitats Game Lands, Trout clubs National Part. Service Blue
Ridge Parkway, Moratoriums proposed (15 Feb - 30 Mav Walleve and White
Bass, 15 Oct - 31 March. Browzi Trout ), Brook floater (-llasmidonta varicosa)
populations NEW Spanning Bridge
2 Bridge No 51, SRI 424, Parks Creek. B-4043 - YELLOW LIGHT Santee Chub in John's
River, No sport fish concerns indicated
3 Bndge No 251, SRI 128, Hall Creek B-4040 - GREEN LIGHT No concerns indicated
Standard requirements
4 Bridge No 4, SRI 515, Smoky Creek B-4044 - YELLOW LIGHT Moratorium for warm
water fish species
5 Bridge No 57, SR1244, Canoe Creek B-4041 - GREEN LIGHT No concerns indicated
Standard requirements
6 Bridge No 94, SRI 972. East Prong Hunting Creek B-4047 - GREEN LIGHT No concerns
indicated Standard requirements
7 Bndge No 19, SR1736, Camp Creek B-4045 - GREEN LIGHT No concerns indicated
Standard requirements
3 Bndge No 91, SRI 127, Silver Creek B-4039 - GREEN LIGHT No concerns indicated
Standard requirements
NCDOT should routinely minimize adverse impacts to fish and wildlife resources in the
viciruty of bndge replacements Restoring previously disturbed floodplain benches should
narrow and deepen streams previously widened and shallowed dunng initial bridge installation
NCDOT should install and maintain sedimentation control measures throughout the life of the
project and prevent wet concrete from contacting water in or entering into these streams
Replacement of bndges with spanning structures of some type as opposed to pipe or box
culverts, is recommended in most cases Spanning structures allow wildlife passage along
streambanks and reduce habitat fragmentation `
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, please contact me at [phone] Thank you for the opportunity to review and
comment on these projects
Cc David Cox. WRC