20151033 Ver 1_Application_20151002

Corps Submittal Cover Sheet
Please provide the follo�ving info:
I. Project Name Replace Bridge No. 164 on SR 1462 (Woodtiu Ro�d)
2. Name of Property Owner/Applicant: NC Department of Transpoirtation
3. Name of Cousultant/Ageiit: N/A
*Aecnt authorizatio�i needs to be aliacheJ.
4. Related/Previous Aetion ID mmiber(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Svlva
8. County: Jackson
9. Lat: 35.42985° N Long: -83.106335 ° W (Appro�. Project Center)
10. Quadrangle Name: Hazelwood (35033-D1-TF-024)
11. Wateitivay: Woodfin Creek (C Tr)
12. Watershed: Little Tennessee River (06010203)
13. Requested Actia�:
X Nationwide Permit # 1�4
General Permit #
Jurisdictioual Deteiniination Request
Pre-Application Request
Ttie following inforination will be completed by Corps oftice:
AID:
Prepare File Folder Assig�� nwnber iu ORM Begin Date
Authorization: Section 10 Section 404
Project Descriptio��/ Nature of Activity/ Project Puipose:
Site/Waters Name:
Keywords:

PAT MCCRORY
GOVER\OR
�� ��
��...�
STATE OF NORTH CAROLINA
DEPARTIV�NT OF TRANSPORTAT'ION
October 2, 2015
Ms. Lori Beckwith, NCDOT Regulatoty Project Manager
U. S. Ainiy Coips of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
NICHOLAS J. TEI�RJYSON
SBCRETARI'
Subject: Natiomvide 14 Permit Applica[ion
Replace Bridge No. 164 on SR 1462 (Woodfin Road) over Woodtin Creek
Jackson Count��
State Project No. 17BP14.R.129 (DB14B-490164) — Design Build
(DWQ Minor Pej•mit Fee $240.00)
Dear Ms. Beckwith:
The North Carolina Depaitment of Transportation (NCDOT) is proposing to replace tlie subject
bridge. The existing 20' span timber bridge ueeds to be replaced due to deterioration and
insufticient width. Tlie proposed replacement stn�cture will be a 52.75' L x 2T W x 21" D cored
slab bridge. The bridge will be stage constructed downstream to teuiporarily handle traffic.
Enclosed are a PCN application, Preliminaiy Jurisdictional Fonu, NC SAM Form, NC DWR
Stream ID Form, SHPO fonns, plan sheets sho�ving the proposed work, a USGS quad map,
photogcaphs, and otlier pertinent project infoi-�nation.
Tlie Noi�th Carolina Natural I-Ieritage Program database was checked for records oY du�eatened
and endengered species. There are 63 species with federal status tliat are luiown in Jaekson
County from curreut or historical records. Of tliese, eigl�t species, Carolina Northem Flying
Squirrel (Glat�co�n��s sabrinris color�dus), Indiaua bat (iYlyolis sodalis), Appalachian elktoe
(Alnsnridonln rcrnenelicmn), spruce-tir moss spider (i�ficrohe.�ura nrontii�nga), small whorled
pogoniT (Isoh�in nredeoloides), swamp piiilc (Helonins bldlntn), rock gnome lichen (Gyntnodei�nta
linem•e), and northern long-eared bat (Adj�otis septe�ih•ioranlis, NLEB), are listed as either
tlu�eatened or eudangered. Jlckson County is uow considered occupied sununer and winter
habitat for NLEB and Indiana bats.
Appalachiln elktoe are found in some well-oxygenated streams with moderate to fast flowing
�vater and stable, mised substrates of silt, sand, gravel, and/or cobble. Sh•eams that support this
uiussel are typically much larger and waimer than Woodfin Creek. The only records in Jackson
Counry are from the Tuckasegee River. The bridge is over 12 miles upstream of the Tuckasegee
River.
Fburteenlh Dirision Ofticc
Tzlephone: (328) 586-214I 253 Nebsrer Road, Sylva, Nor�h Carolina 28779 Fa�: (828) �86-4043

%J
NLEBs and Indiana bats winter in caves or mines with stable, but not freezing cold temperahues.
Tl�is project only iuvolves a small bridge replacement in a confined valley, so consh•uction work
�vill not extend far from the existing roadway into areas �vhere caves could occur. Tl�ere are no
caves or mines visible near the bridge. And, according to USGS data, the nearest underground
mine is over 1.1 miles away.
In sunmier, NLEBs and Indiana bats generally roost under the loose bark of trees, eitl�er dead
with peeling bark or cavities, or live trees with shaggy Uark such as white oak, ma}�les, sycamore
and l�ickories. There are several large trees uear the bridge that must be cleared for tl�e new
Uridge. Any tree removal will be cornpleted from October 15 to April 15 to avoid the seasons
when either species of bat may be roosting in trees. Also, we conducted a survey of the bridge on
June 16, 2015 and did not see roosting bats or any evidence of bat usage (i.e. staining or guano).
With winter tree clearing, we recommend a"may affect, not lilcely to adversely affect"
deteruiination for NLEB and Indiana bat.
Spruce-tir moss spider only lives on the higliest mountain peaks in tlie Southei•n Appalachian
Mowitains of western North Carolina and eastern Tennessee. The high elevation forests where
this spider is found are dominated by Fraser tir with scattered red spruce. This forest type is
commonly refen•ed to as spi2ice-fir forests. Tfie rypical habitat of this spider is damp, but well-
drained moss mats growing on rocks aud boulders in well-shaded �reas within tliese forests. Tlie
moss mats cannot be too diy (tlie species is veiy sensitive to desiccation) or too wet (large drops
of water can also pose a tlu•eat to the spider). The elevation at the site is appirosimately 3,000
feet and does uot have the required tree species for spruce-tir• moss spider to persist Therefore,
this project will not impact spruce-fir moss spider.
Swamp pink is a shade-toler�nt plaut and has been found in wetlands with canopy closure
vatying between 20-100%. Sites with minimal canopy closure are less vigorous due in part to
couipetition firom other species. Swamp piiilc is often fonnd growing on the hununocks foimed
by trees, sluubs, and sphaguum mosses, and these micro-topograpl�ic conditions may be an
iruportant component of s�vamp pi�ilc liaUitat. The bridge site appeais to hnve a very low
potential to support swamp pink. Records indic�te tlie nearest luio�vn occurrence of s�vamp pink
is approYimately 19 miles southeast of tlie project area.
Small whorled pagoni� generally occurs in open, dry, deciduous �voods �vith acid soil, though
habitats can include slopes along streams aud mesic forest with white pine and f•hododendron.
There are wooded slopes northeast and southwest of the bridge; the slope northeast of the bridge
should not be dishu�bed by construction. We briefly su�veyed these areas, btiit failed to detect any
small whorled pagonia. Habitat is probably too shaded by lierbaceous plaut cover in the area
southwest of the bridge to suppoit small whorled pagonia.
The Carolina northern tlying squiirel, rock gnome lichen, �nd spn�ce-fir moss spider are found in
spruce-fir forests and otl�er isolated high elevation locations in western Noith Carolina.
However, rock gnome lichen is an exception becluse it cau occasionally be found at lower
elevations in deep river gorges with high humidity or on some vertical rock faces that are
periodically wet These species have been found within a fe�v miles of the bridge, but at much

higher elevations. The bridge site has an elevation of only 3,000 feet and lacks rock faces and
other habitat conditions required Uy tliese species.
The project is limited in scope to a bridge replacement. Erosion and sedimentation control
measures will Ue implemented to miuimize adverse effects of the work on aquatic habitats.
Habitats for listed species appear lacking at the project site and uone of these species were
obseived during field visits. For these reasons and those discussed above, we recaiw�end that a
detei•mination of "no effecP' on listed species apply to tliis project, except for NLEB and Indian�
bat.
This project was reviewed by NCDOT's Human Environment Unit in 2013. It was determined
that no historic structures or archeological resources would be affected by the bridge project (see
att�ched forms).
NCDOT best management practices will be used to minimize and control sedimentation and
erosion on this project The construction foreman will review all erosion conU�ol measures daily
to ensure sedimentation and erosion caitrols are being efYectively controlled. IY tlie devices are
not functioning as intended, tliey �vill be replaced inuuediately with better devices.
Impacts to Waters of the United States
Woodtiu Creek (DWQ Class: C Tr) is shown on the USGS topographic map as a peremiial
stream. The chamiel is approsimately 10 feet in widdi and �vell detined �vith a substrate of sand,
gravel, and rock. The stceam has sufficient flow to support fish, includi��g trout, and other
aquatic life. Woodfin Creek flo�vs to Scott Creek, wl�ich the flows to the Tuckasegee River
River. The Tuckasegee River meets the definition of a Traditional Navigable Water (TNW). For
these re�sons, we believe Woodfin Creek is a Relatively Perma�ient Water (RPW) aiid is under
the jurisdiction of the U.S. tlrnry Coips of Engineers. In order to construct tlie project, it �vill be
necessary to impact �vaters of the United States in the Little Temiessee River Basin (HCU
06010203). Specifically, NCDOT is requesting to replace Bridge No. 164 with a cored slab
bridge ou existing location. Listed below is a summary of the proposed impacts.
Net
Site No. �xisting Conditimi Proposed Conditiou Lnpacts
(feet)
1 Timber Bridge 52.75' L s 27' W x 21" D 0
Cored Slab Bridge
Impeivious Dike and Flow
lA Free Flo�i�ing Stream Diversion to Remove Old Bridge 60
Bents
Free Flowing Stream — Wet Ditch Chamiel Relocation - Wet Ditch
2 125 Linear Feet 125 Linear Feet L25
(NC SAM R:ttin — Lo«� Qualih• No Miti �tion Re uired

2A Free Flowing Stream Impeivious Dike and Flo�v I50
Diversion
3 Free Flowing Stream Rip Rap B�nk Stabilization 50
Total Permaneut Stream ancl T�•ibuta�y Impacts fm• Briclge 0'
Total Tempora�y Stream Iinpacts for Impejvious Dike and Flow Diversion 210'
Total Permanent Stream ancl T�•ibuta�y Impact for Channel Relocatiov 125'
Total Permanent Stream Impact for Rip Rap Bank St:tbiliz�tion 50'
Pei•mits Requesteci
NCDOT is l�ereby requestiug autliorization under Section 404 of the Clean Water Act to proceed
with the constraction project outlined above. By copy of this letter, I am asking Ms. Marla
Chambers, Western NCDOT Review Coordinator, of tlie Noirth Carolina Wildlife Resources
Commission (NCWRC) to comment directly to you concerning the 404 Nationwide Permit
request.
I am also requesting authorization under Section 401 of the Clean Water Act fi�om the North
Cai•olina Department ofEnvironmental Quality (DEQ), Division of Water Resources (DWR).
In addition, I am askiug Ms. Chambers and Mr. Ben DeWit, EI, Roadside Enviro�miental Field
Operations Engineer (NCDOT), to conuuent directly to ine concerning this permit request.
If you I�ave any ques[ions or need additional information, please contact Mr. Josh Deyton at
[phone] or me at [phone]. Your early review aud consider�tion will be greatly
appreeiated.
Sincerely, // �
� �v/C//�1- : �-�-�/'�i
Mark S. D1vis
Division 14 Enviraunental Supeivisor
Enclosures
ce: Ms. Anry Chapman, Division of Water Resources — DEQ, Raleigh
Ms. Kristi Carpenter, Division of Water Resources—DEQ, Raleigli
Mr. Kevin Barnett, Division of Water Resources — DEQ, Aslieville
Mr. Jason Mays, Biologist, US Fish &Wildlife Seivice, Asheville
Ms. Marla Chambers, Western NCDOT Review Coordinator, NCWRC, Albemarle
Mr. Josh Deyton, PE, Division 14 Bridge Progam Manager, NCDOT, Biyson City
Mr. Ben DeWit, EI, Roadside Eirvironmental Field Operatious Engineer, NCDOT

O20F W ATF�OG
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? � Yes ❑No
1d. Type(s) of approval sought from lhe DWQ (check all that apply):
� 401 Water Qualily Cerfification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Cerfification — Express ❑ Riparian Buffer Authorizalion
1 e. Is this notification solely for the record For the record only for DWQ 401 For lhe record only for Corps Permit:
because written approval is not required? Certiflcation:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is lhe project located in any of NCs twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located wilhin a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 164 on SR 1462 (Woodfn Road) over Woodfin Creek
2b. Counly: Jackson
2c. Nearest municipality / town: Sylva
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State ��gP.14.R.129 (D614B-490164) - Design Build Contract
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Mark S. Davis, Division 14 Environmental Supervisor
applicable):
3d. Street address: 253 Webster Rd.
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: markdavis(o�ncdot.qov
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Streetaddress: N/A
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. AgenUConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5a Street address: N/A
5d. City, state, zip: N/A
5e. Telephone no.: N/A
Sf. Fax no.: N/A
5g. Email address: N/A
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N!A
1 b. Site coordinates (in decimal degrees): Latilude: 35.42985 Longitude: -83.106335
1c. Property size: N/A acres
2. Surtace Waters
2a. Name of nearest body of water (stream, river, etc.) to Woodf n Creek
proposed project:
2b. Water Quality Classification of nearest receiving water. C Tr
2c. River basin: Liltle Tennessee River Basin (HUC 06010203)
3. Project Description
3a. Describe lhe existing conditions on the site and lhe general land use in the vicinity of the project at the time of this
application:
The site includes a timber bridge on a paved secondary road. Landscape is forested wilh scattered single family homes.
3b. List lhe total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total eslimated linear feet of all existing streams (intermittent and perennial) on the property:
250
3d. Explain the purpose of the proposed project:
To replace the existing substandard timber bridge with a 52.75' L x 27' W x 21" D cored slab bridge on existing location.
3e. Describe ihe overall project in detail, including the type of equipment to be used:
Erosion and sedimentation measures will be installed. Temporary flow diversions will be placed to isolale excavation of
the old bridge abutments and other disturbance from the stream. The bridge will be stage constructed slightly
downstream of the existing bridge in order to maintain traffic on this dead end road during construction. Track hoes,
dump lrucks, bulldozers, paving equipment, water pumps, sandbags, diversion pipe and various hand tools will be used
to accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Comments: N/A
4b. If the Corps made the jurisdictional determination, what lype
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdic[ional areas? Agency/Consullant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list lhe dates of the Corps jurisdiclional determinations or State determinations and altach documentation.
N/A
5. Project History
5a. Have perrnits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which seclions were completed below for your project (check all that apply):
❑ Wetlands � Slreams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on lhe site, lhen complete lhis question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Welland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P � T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
w2 � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts N/A
2h. Comments: N/A
3. Stream Impacts
If lhere are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3 b. 3c. 3d. 3 e. 3f. 3 g.
Slieam impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, widlh (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Bridge Replacement Woodfin Creek � PER � Corps 12 0
❑ INT � DWQ
S1A ❑ P� T Flow Diversion Woodfin Creek � PER � Corps 12 60
❑ INT � DWQ
S2 � P❑ T Channel Relocalion UT to Woodfin � PER � Corps 1 125
Wet Roadside Ditch Creek ❑ INT � DWQ
S2A � P❑ T Flow Diversion UT to Woodfin � PER � Carps 1 150
Creek ❑ INT � DWQ
S3 � P Q T Bank Stabilization Woodfn Creek � PER � Corps 12 50
❑ INT � DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total Permanent Sh•eam nnd Tributnr}' Impacts for I3ridge �,
Tofal Tempm�ary Stream Imp�cts fm� Impervious Dil<c nnd Flow Diversions 210'
Total Permanenf Stream and Tributnry [mpacts f'or Channel Relocation 125'
Tot�l Permanent Stre�m Impacfs for Rip Rap I3anlc Stnbilizntion
50'
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3i. Comments: Site 2— Roadside (Wet Ditcli) Stream Relocation Requires No Mitig�tion becnuse of Lo�s Stream Quality
Rating — See attached NC SAM form and NC DWR Stream ID Form.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, esluaries, tributaries, sounds, the Aflantic Ocean, or any other open waler of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody lype Area of impact (acres)
Permanent (P) or
Tem ora T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, lhen com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond Floode
d Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
5f. Total N/A N/A N/A N/A N/A N/A N/A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no: N/A
5i. Expected pond surtace area (acres): N!A
5j. Size of pond watershed (acres): N/A
5k. Melhod of construction: N/A
Page 5 of 11

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete lhe chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of lhis form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? N/A ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Bufferimpact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name miligation (square feet) (square feet)
Tem ora im act re uired?
61 ❑ P❑ T N/A N/A O Nos N/A N/A
62 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts N/A N/A
6i. Comments: N/A
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The bridge was designed to meet the hydraulic needs and roadway constraints of the site. This bridge will not impede or
impair aquatic life passage.
1 b. Specifically describe measures taken lo avoid or minimize the proposed impacts through construction techniques.
All instream work will be performed in a dry work area using an impervious dike and flow diversion to divert the water
around the project site. Appropriate BMPs according to the approved erosion and sedimentation control plan will be
installed on the project prior to culvert installation and bridge work.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does lhe project require Compensatory Mitigation for ❑Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for lhis
project? ❑ Payment to in-lieu fee program (NCDMS)
❑ Permittee Responsible Mitigalion
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is altached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream miligation, stream temperature: ❑ warm ❑ cool ❑ cold
4d. Buffer mitigalion requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requesled: N/A acres
4f. Nornriparian welland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Commenls: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigalion plan, provide a description of the proposed mitigalion plan.
N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a prolecled riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify lhe square feet of impact to each zone of the riparian buffer lhat requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoratian, payment into an approved in-lieu fee fund).
N/A
6h. Comments: N/A
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Proteclion Rules?
1 b. If yes, then is a diffuse Flow plan included? If no, explain why.
Comments: N/A ❑ Yes ❑ Na
2. Stormwater Mana ement Plan
2a. What is the overall percenl imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If lhis project DOES require a Stormwater Management Plan, then provide a brief, narrative description of lhe plan:
Project is covered by NCDOT Individual NPDES Permit No. NCS000250.
❑ Certified Local Government
2e. Who will be responsible for the review of lhe Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiclion is lhis project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all lhat apply): ❑ USMP
❑ Water Supply Watershed
❑ Olher:
3c. Has the approved Stormwater Management Plan with proof of approval been � Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following stale-implemented stormwater management programs apply � ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requiremenls? � Yes ❑ No
5b. Have all of the 401 Unit submiltal requirements been met? ❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10. 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expendilure of public (federal/state/local) funds or lhe � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to lhe above, does the project require preparation of an
environmental document pursuant to the requirements of the Nalional or State ❑ Yes � No
(North Carolina) Environmenlal Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, altach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violalion of DWQ Welland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Welland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): NIA
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on pasl and reasonably anlicipated future impacts) result in � Yes � No
additional developmenl, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitalive or quantitative cumulative impact analysis in accordance wilh the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This is a rural secondary road. The bridge is being upgraded to standard load limits and width to improve safety for the
lraveling publia The bridge upgrade is not anticipated lo have any significant impact on future development.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacily of lhe subject facilily.
N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Offce you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Database and site specific surveys conducted during lhe bridge scoping process.
Page 10 of 11

6. Essential Fish Habitat (Corps Requirement)
6a. Will lhis project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A—There are no marine or estuarine communities within the Blue Ridge Physiographic Province.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designaled as having historic or cullural preservation � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whelher your site would impact historic or archeological resources?
The bridge projecl was reviewed by NCDOT's Human Environment Unit in 2013 and lhere will be "no effecl" on historic
architecWre or archaeological resources. These f ndings have been approved by lhe Stale Historical Preservation Office
(SHPO) through MOA with NCDOT (see altached forms).
8. Flood Zone Designation (Corps Requirement)
Sa. Will lhis project occur in a FEMA-designated 100-year Floodplain? ❑ Yes � No
Sb. If yes, explain how project meets FEMA requirements:
Sc. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Mark S. Davis ,
Division 14 Environmental Supeivisor �/�lU� /��,� j0'� •%S
' ApplicanUAgenfs Signature Date
ApplicanUAgenYs Printed Name (AgenPs signaWre is valid only if an authorization letter from the
applicant is provided.)
Page 11 of 11

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Woodfin Creek on SR 1462
WBS Number 176P.14.R.129
Site Location Map
Jackson Coun�y, Norih Carolina
o"� Sep�ember 2015
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ATTACHMENT A
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):9-�4-zo�5
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC Depadment of Transportation, Mark S. Davis, Division 14 Environmental Supervisor
253 Webster Road, Sylva, NC 28779 '
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Replace Bndge No. 764 on SR 1462 (WoodM Road) in Jackson County
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC County/parish/borough: �a�kso� City: svi�a
Center coordinates of site (IaUlong in degree decimal format):
Lat. ae.a2ses °N; LOIl9. -83.106335 °�/�/,
Universal Transverse Mercator: 3os�as.a,sszz�si.szo�e»
Name of nearest waterbody: W��ae� c�eek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
zoo linear feet: �o width (ft) and/or acres.
Cowardin Class: R3ug�
.Stf281Y1 F�OW: Perrenial
Wetlands: ��a acres.
Cowardin Class: Na
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: nia
Non-Tidal: nia

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: 9-�a-zo�s
� Field Determination. Date(s):
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should 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
applicanUconsultant: Ncoor
❑ Data sheets prepared/submilted by or on behalf of the
app icant/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: � z4k Hazei��+ood
❑ 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:
� Other information (please specify):

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirernents the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicanYs acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any forrn of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified bv the Corps and should not be relied upon for
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
4
�i� ✓�lJ-/ >�.� % /`�-/S
Si nature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
amount of
aquatic Class of
resource in aquatic
Site Number Latitude Longitude Cowardin Class review area resource
1 35.42985 -83.106335 R3U61 200 linear feet Non Section 10
— non-wetland

O�aft NC SAhI Slream Rating Sheet
Accompanies User IAanual Verslon 1
Rating Calculator Verslon 1
Stream Site Name i] BP14.R.129, Bi6d replacemeni Dale o( Eva'uation
SVeam Category lAb1 Assessor Name/Organ�zation
Nofes of Fieltl Assessmenl Form (V/N)
Presence o! regWatory cons:tleralions (VM)
Atladional stream informationlsupp'ementary measuremenls intlutled (VIN)
NC SAIA (eaWre type (persnnel, intertnittent, Titlal lAersh Slream)
(1) Hyam'o9y
(2) Baseflov�
(2) Flooa Floai
(3) SVeamsitle Area Al�enuation
(4) Flootlpla'n Access
(4) Woodetl Rtparian Buf(er
(411.1icmtopo9rephy
(3) Sveam 5tabllry
(4) Channel Slati 1ty
(47 SedmentTrznspatl
(4) SVeam Geomorphology
(2) SUeamllnteNdal Zone Inleaction
(2) longlWdnal Ttlal Plo:�
(2) Tldal M1larsh SVeam Sleblty
(3) TidallAarsh Channsl Stebllty
(31 Tdal ldarsh SVeam Geomomnnnnv
(i)Waterpua'Ay
�2) easello:i
(2) SVeamttle Area Vegelation
(3) Up!antl Po'btant FilVation
(3) The(moregWaGOn
(2) InO.calors ol Svessors
(2) Aquatic Life To'erance
(2) InteNdal Zone FilVation
(1)Habllai
(2) ImsVeam Hzbltal
(3) Basellow
(3)Subsirate
(3) Stream Stablry
(9) ImsVeam Hablal
(27 SUeam-s!de Habitat
(3) Slrezm-sitle Habilat
(3) Thermoregu�aGon
(2) Titlal IAe�sh IO�S��eem Habi�31
(3j Flow Restnction
(3) Tidel Marsh SVeem Slab',ry
(4) Titlal �darsh Channel Stab�lry
(4) Titlal lAZrsh Slream Geomorpho'ogy
(3) TitlallAarsh ImsVeam Habltal
12) Inlertitlal Zone Habltal
USACFJ
IlSVeam
LOW
IAEDIUM1I
LO W
IAEDIU1d
LOW
LO W
NA
NA
NA
LOW
HIGN
NO
LOW
NA
LO W
LOW
1AEOIUI'
LOY!
IdEDWk
LOW
M1IEOIUId
M1IEONIA
IAEDNIA
NA
NA
fN
�
NA
�
�
inw
NO
YEE
Intermd
NCOWR
llermittent
LOY!
h1EDIU1.1
LOW
IAE�IUTA
IAEDIUM1I
I.IEDII/1.1
IN
LOW
NA
�
NA
Nq
LOW
IdEDNI.I
NA
�
1.1EDIUM1t
ldEONld
IdE01Uld
NIGH
M1IEDIUI.1
NA
NH
iM
NA
NA
LOV!

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2
USACE AID #: NCDWR #
INSTRUCTIONS: At�aCh a SkelCh of the assessment afea antl pholographs. A�taCh a Copy of Ihe USGS 7.5-minUte topogfaphfC
quadrangle, and circle the localion of the slream reach under evaluation. IF multiple stream reaches will be evalualed on the same property,
identify and number all reaches on the attached map, and include a separate form for each reach. See Ihe NC SAM User Manual for
detailed descriptions and explanalions of requested informalion. Record in the "Notes" section if supplementary measurements were
performed. See the NC SAM User Manual for examples of addilional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECTISITE INFORMATION: �7�P/�f. �2. /Z �J
t. Projecl name (if any): �/ 6� 2. Date of evaluation: l� "- /� /�
3. ApplicanUowner name: L Do� 4. Assessor name/organization: A✓c /%%r n A%
5. County: Q�fe„� 6. Nearest named water body ���
7. River basin: �v�lfa se .ri� �Z.vt� L• 7n��on USGS 7.5- inute quad: vv000/ �H Gr�cv
8. Site coordinates (decimal degrees, at low r end of assessment reach): ,�� Q y -$' O/> o
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on at[ached map): � 10. Length of assessment reach evaluated (feet): �. ���
11. Channel depih from bed (in riffle, if present) lo top of bank (feet): o./ ❑Unable to assess channel deplh.
12. Channel width at top of bank (feel): � 13. Is assessment reach a swamp stream? ❑Yes �j�lo
14. Feature lype: ❑Perennial fiow �Intermittent (low ❑Tidal Marsh Stream
STREAM CATEGORY INFORMATION:
15. NC SAM Zone: �Mountains (M) ❑Piedmont (P) ❑Inner Coaslal Plain (I) ❑Ouler Coastal Plain (0)
16. Eslimaled geomorphic � �
valley shape (skip for ❑a � '�6
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip �Size 1(< 0.1 mi�) ❑Size 2(0.1 to < 0.5 mi�) ❑Size 3(0.5 lo < 5 mi�) ❑Size 4(z 5 mi�)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evalualed? j�Yes ❑No If Yes, check all that apply to the assessment area.
❑Seclion 10 water f�c Classified Trout Waters �Water Suppiy Watershed (❑I ❑II ❑III ❑IV ❑�
❑Essential Fish Habilat ❑Primary Nursery Area ❑High Quality Waters/Outstanding Resource Waters
❑Publicly ov+ned property ❑NCDWR riparian buffer rule in eHect ❑Nulrient Sensilive Waters
❑Madwmous fish ❑303(d) Lisl ❑CAMA Area of Environmental Concem (AEC)
❑DOCUmenled presence of a federal and/or slate lisled protected species wilhin the assessment area.
List species:
❑Designated Critical Habital (list species)
1. Channel Water- assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
�A Waler throughout assessmenl reach.
�n�a ❑B No flow, water in pools only.
❑C No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
❑A At least 10% of assessmenl reach in-stream habitat or rifFle-pool sequence is severely affected by a flow restriction or (ill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on Oood or ebb wilhin
Ihe assessment reach (examples: undersized or perched culverls, causeways that conslrict lhe channel, fidal gales, debris jams,
beaver dams).
�B NotA
3. Feature Pattern - assessment reach metric
�(A A majority of the assessment reach has allered pattem (examples: slraightening, modifcation above or below culvert).
❑B NotA
4. F ature Longitudinal Profile-assessment reach metric
�A Majority of assessment reach has a substanlially altered stream profle (examples: channel down-cutting, existing damming,
over widening, active aggradation, dredging, and excavation where appropriale channel profAe has not reformed from any of
these disturbances).
❑B NoIA
5. Signs of Active Insfability - assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instabiliry include
aclive bank failure, aciive channel down-cuUing (head-cut), active widening, and artifcial hardening (such as concrete, gabion, rip-rap).
< 10% of channel unstable
B 10 to 25°/ of channel unstabte
❑C > 25% of channel unstable
vii

6. Streamside Area Interaction — streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
❑A �A LilUe or no evidence of conditions that adversely affect reference interaction
❑B B Moderate evidence of condilions (examples: berms, levees, down-cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited slreamside area access, disruplion of flood flows fhrough sVeamside area,
leaky or intermidenl bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
�C ❑C Extensive evidence of conditions that adversely affecl reterence interaction pitUe lo no floodplain/intertidal zone access
[examples: causeways with Ooodplain and channel consViction, bulkheads, retaining walls, fdl, stream incision,
disruption of Oood Oows through streamside area] or too much floodplainlintertidal zone access [examples:
impoundmenls, intensive mosquito ditchingj) or tloodplaiNintertidal zone unnaWrally absent or assessment reach is a
man-made feature on an interstream divide
7. Water Quality Stressors — assessment reach/intertidal zone metric
Check all that apply.
❑A Discolored water in slream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
❑B Excessive sedimentation (burying of sVeam features or intertidal zone)
❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality probtem
❑D Odor (not including natural sWfde odors)
❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes" seclion.
❑F Liveslock with access to stream or interfidal zone
❑G Excessive algae in stream or intertidal zone
❑H Degraded marsh vegetafion in the intertidal zone (removal, buming, regular mowing, deslruclion, etc.)
❑I Other. (explain in "Notes/Sketch" section)
�J Little fo no sVessors
8. Recent Weather —watershed metric (skip for Tida� Marsh Streams)
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 droughl or higher is considered a
drought.
�A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
8 Drought conditions and rainfall exceeding 1 inch within the last 48 hours
❑C No drought condilions
9. Large or Dangerous Stream — assessment reach metric
❑Yes IS�No Is stream too large or dangerous to assess? IF Yes, skip to Metric 13 (Streamside Area Ground Surface Condition�.
10. Natural In-stream Habitat Types — assessment reach metric
10a. �Yes ❑No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, imstream ha�dening [for exampte, rip-rap], recent dredging, and snagging)
(evaluate for Size 4 Coastal Plain streams only, then skip to Metric 12)
tOb. Check all lhat occur (occurs if > 5% coverage of assessment reach) (skip for Size 4 Coastal Plain slreams)
❑A Multipte aqualic macrophytes and aquatic mosses ❑F 5% oysters or other nalural hard botloms
(including livenvorts, lichens, and algal mats) F� ❑G Submerged aquatic vegetation �
�B Multiple sticks and/or leaf packs and/or emergent o v ❑H Low-tide refugia (pools)
vegetation `" ❑I Sandbottom
❑C Multiple snags and logs (including lap trees) v„ ❑J 5% verfical bank along the marsh
❑D 5% undercut banks and/or root mats and/or roots °� ❑K Litlte or no habitat
in banks extend to lhe normal wetted perimeter
❑E Little or no habitat
.................................REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS"""'""""""""•*"'"`**_"""
11. Bedform and Substrate — assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11 a. ❑Yes �No Is assessment reach in a nalural sand-bed slream? (skip for Coastal Plain streams)
11b. Bedform evalualed. Check the appropriate box(es).
❑A Rif�e-run section (evaluate 11c)
❑B Pool-glide section (evaluate 11d)
�C Natural bedform absent (skip to Metric 12, Aquatic Life)
11c. In ri�le seclions, check all that occur below the normal vretted perimeter of the assessment reach — whether or nol submerged.
Check at least one box in each row. Not Present (NP) = absent, Rare (R) = present bul < 10%, Common (C) _> 10-40%,
Abundanl (A) _> 40-70%, Predominanl (P) _> 70%. Cumulative percentages should not exceed 100% for each assessment reach.
NP R C A P
❑ ❑ ❑ ❑ ❑ Bedrock/saprolite
❑ ❑ ❑ ❑ ❑ Boulder(256-4096mm)
❑ ❑ ❑ ❑ ❑ Cobble (64 — 256 mm)
❑ ❑ ❑ ❑ ❑ Gravel (2 — 64 mm)
❑ ❑ ❑ ❑ ❑ Sand (.OS2 — 2 mm)
❑ ❑ ❑ ❑ ❑ SilVclay (< 0.062 mm)
❑ ❑ ❑ ❑ ❑ DelriWs
❑ ❑ ❑ ❑ ❑ Artifcial (rip-rap, concrete, etc.)
11d. ❑Yes ❑No Are pools filled wifh sedimenl? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
viii

12. Aquatic Life — assessment reach metric (skip for Tidal Marsh Streams)
12a. ,�Yes ❑No Was an in-slream aquatic life assessmenl performed as described in the User Manual?
If No, select one of the following reasons and skip lo Metric 13. ❑No Water �Other:
12b. ,�(es ❑No Are aquatic organisms present in ihe assessment reach (look in riffles, pools, lhen snags)? If Yes, check all ihal
apply. If No, skip to Metric 13.
1
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
>1 Numbers over columns refer to "individuals" for Size 1 and 2 sireams and "taxa" for Size 3 and 4 slreams.
❑Adull frogs
❑Aquatic reptiles
❑Aquatic macrophytes and aquatic mosses (include livenvorts, lichens, and algal mals)
❑Beetles (including water pennies)
❑Caddisfly larvae (Trichoptera �T])
❑Asian clam (Corbicula)
❑Crustacean (isopod/amphipod/crayfish/shnmp)
❑Damselfly and dragonfly larvae
❑Dipterans (Vue f�ies)
❑Mayfly larvae (Ephemeroptera (EJ)
❑Megaloptera (alderfly, fish0y, dobsonfly larvae)
❑Midges/mosquilo larvae
❑Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
❑Mussels/Clams (not Corbicitla)
I—IOlher fish
❑Stonetly �arvae (P�ecoplera �P])
❑Tipulid larvae
❑ ❑Worms/leeches
13. Streamside Area Ground Surtace Condition — streamside area metric (skip for Tidal Marsh Streams B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB�. Consider storage capacity wilh regard to oth overbank flow an upland
runoff. /
L6�8'
❑A ❑A LiUle or no alteralion to water storage capacity over a majoriry of the slreamside area
r� l^' B Moderate alteration lo water storage capacity over a majority of the streamside area .
�C �C Severe alteration to water storage capacity over a majority of ihe slreamside area (examples: ditches, lill, soil
compaclioq liveslock disWrbance, buildings, man-made levees, drainage pipes) ��
14. Streamside Aiea Water Storage — streamside aiea metric (skip for Size 1 streams, Tidal Marsh Streams, andi va$ Iley types)
Consider for the Le(t Bank (LB) and the Right Bank (RB) of the streamside area. '��
LB B
y;l� ❑ ❑A Majority of streamside area with depressions able to pond water z 6 inches deep
B ❑8 Majority of slreamside area with depressions able lo pond waler 3 to 6 inches deep
�C �C Majorily of streamside area with depressions able to pond water < 3 inches deep
15. Welland Presence — streamside area metric (skip for Tidal Marsh Streams)
. Consider for the Left Bank (LB) and the Ric�ht Bank (RB). Do not consider wetlands outside of Ihe streamside area or within ihe normal
welied perimeter of assessment reach.
LB RB
❑Y Y Are weUands present in the streamside area?
�N N
16. Baseflow Contributors — assessment reach metric (skip for Size 4 streams and Tidal Marsh St�eams)
Check all contributors within the assessment reach or within view of and dreining to fhe assessmen[ reach.
�A Sireams and/or springs Qurisdiclional discharges)
❑B Ponds (do not include sediment basins or dry detention basins)
❑C Obstruction that passes some flow during low-FlOw periods affecting assessmenl reach (ex: beaver dam, bottom-release dam)
❑D Evidence of bank seepage or sweating (iron oxidizing bacteria in water indicates seepage)
❑E Stream bed or bank soil reduced (dig Ihrough deposited sediment if present)
❑F None of Ihe above
17. Baseflow Detractors —assessment area metric (skip for Tidal Marsh Streams)
Check all tha[ apply.
�A Evidence of substantial waler withdrawals from the assessment reach (includes areas excavated for pump installation)
❑B Obslruction not passing Flow during low-flovr periods affecting the assessment reach (ex: watertight dam, sediment deposiq
❑C Urban slream (� 24% impervious surface fonvatershed)
D Evidence ihat the sireamside area has been modified resulling in accelerated drainage into the assessment reach
E Assessment reach retocaled to valley edge
❑F None of �he above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspecL Consider "leaf-on" condition.
�A Stream shading is appropriate for the stream category (may include gaps associated with nalural processes)
❑8 Degraded (exampte: scaftered Uees)
❑C Slream shading is gone or largely absent

19. Buffer Width – assessment area metric (skip for Tidal Marsh Streams)
Consider "vec�etated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out
fo the first break.
Vegetated Wooded
LB RB LB RB
❑A �k]A ❑A L�jA z 100 feet wide or extends to the edge of the watershed
❑B ❑B ❑B ❑B From50to<100feetwide
❑C ❑C ❑C ❑C From 30 to < 50 feet wide
D ❑D ❑D ❑D From101o<30(eetwide
E❑E j�E ❑E < 10 feet wide or no frees
20. Buffer Structure – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and ric�ht bank (RB) for Metric 19 ("Vegetated" Buffer Width).
LB RB
❑A �A Mature forest
❑B ❑B Nornmalure woody vegetafion or modified vegeta�ion s�ructure
❑C ❑C Herbaceous vegelalion with or without a strip of trees < 10 feet wide
❑D ❑D Maintained shnibs
j�E ❑E Little or no vegetation
21. Buffer Stressors – streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left 6ank (LB) and right bank (R8). Indicate if listed slressor abuts slream (Abuts), does not abut but
is within 30 feet of stream (< 30 feet), or is behveen 30 to 50 feel of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Met�ic 22: �f
Abuls < 30 feet 30-50 feet
LB RB LB RB LB RB
❑A �A ❑A ❑A ❑A ❑A Row crops
❑B ❑B ❑B ❑B ❑B ❑B Mainlained tud
❑C ❑C ❑C ❑C ❑C ❑C Pasture (no livestock)/commercial horticulWre
❑D ❑D ❑D ❑D ❑D ❑D Pasture (active liveslock use)
22. Stem Densily – streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (L8) and ric�ht bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
❑A �A Medium to high stem density
❑B ❑B Low stem density
�C ❑C No wooded riparian buffer or predominanUy herbaceous species or bare ground
23. Continuity of Vec�etated Buffer –streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along sVeam (parellep. Breaks are areas lacking vegetalion > 10 feet wide.
LB RB
❑A �A The lo�al length of buffer breaks is < 25 percent.
❑B ❑B The lotal length of buffer breaks is behveen 25 and 50 percent.
�C ❑C The total lenglh of buffer breaks is > 50 percent.
24. Ve�etative Composition – Fiist 100 feet of streamside area metric (skip for Tidal Marsh Stieams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes (irst) as il contributes to
assessment reach habitat.
LB RQ
�A R`A Vegetation is close to undisturbed in species present and their proportions. Lower slrata composed of native species,
❑B ❑B
�C ❑C
wdh non-nalive invasive species absent or sparse.
Vegetalion indicales disturbance in lerms of species diversity or proportions, but is still largely composed of na�ive
species. This may include communilies of weedy native species that develop afler clear-cutting or clearing or
communities with non-native invasive species present, bul not dominant, over a large portion of the expected sVata or
communilies missing understory bul retaining canopy lrees
Vegetation is severeiy disturbed in terms of species diversity or proporlions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non-characteristic species or communilies inappropriately composed of a single species or no vegetation.
25. Conductivity – assessment reach metric (skip for all Coastal Plain streams)
25a. ❑Yes �No Was conductivily measurement recorded?
25b. Check the box corresponding to Ihe conductivity measurement (units of microsiemens per centimeler).
�A < 46 ❑B 46 10 < 67 ❑C 67 lo < 79 ❑D 79 to < 230 ❑E z 230
Notes/Sketch: r
/� � \Q�� ��V �/
tiwK L�—, ��� O �by
� �l� 3 r 6 3
-� 5�,1 �
SR ,y`y - - -
�
�
w,�Q«''
h��la�de
� SJ�tfrn uy
/Y.�h
l�f� ���� �
r
�

Date: �1 3p ��-
/
Evaluator: 'v��
Total Points:
Stream is at leasf intermillent
Versimi 4.11
ProjectlSite:
County: +T
Stream Deter
Ephemeral �i
Latitude: 3��2 9 �
Longitude: -g3. �0�3
one) Other
nnial e.y.QuadName:
A, Geomor holo (Subtotal =��' �) Absent Weak Moderate Strong
1a� Conlinuity of channel bed and bank 0 1 Q2 3
2. Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure: ex. ri�le-pool, step-pool, 0 1 L" 3
ripple-poolsequence
4. Particle size of sUeam subsUate 0 1 2
5. Aclive/relict floodplain OU 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recenf alluvial deposils Q 1 2 3
8. Headcuts 0 Q 2 3
9. Grade control 0 0.5 1
10. Natural valley 0 0.5 1 1.5
11. Second or greater order channel No 0 Yes = 3
--------------------•------ --- > _..__.
B. Hydrology (Subtotal =
12. Presence of Baseflow 0
13. Iron oxidizing bacteria
14. Leaf litter 1.5
15. Sediment on plants or debris 0
16. Organic debris lines or piles �
17. Soil-based evidence of high water table? No = 0
C.Biology (Subtotal=�)
18. Fibrous roots in streambed
19. Rooted upland planls in slreambed 3
20. Macrobenlhos (note diversiry and abundance) 0
21. Aqualic Mollusks �
22. Fish
23. Cra�sh (�
24. Amphibians 0
25. Algae
26. Wetland plants in streambed � FAC
'perennial sireams may also be idenlifed using other methods. See p. 35 of manual.
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H[S'1'OR[C ARCHITI?CfUI21s AND LANllSCAPL;S
NO SURVGI' RGQU[RI�D �ORM
'fhis f'orm only perlains lo Hista•ic Architecture and Landscapes for this project. It
is not valid lor Archaeological Resources. You must considt separately with the
Archaeology Group.
PROJGC'1' INF012MA'f10N
ProjeclNo: SIr.4901CA Caun/I�: Jackson
{VBS'No.: 17f3P.14.K.105 Dncr�nre�i! PCE ur MCC
!'ed. fl irl Nu: I N/A
Fu�iding: I � St11c ❑ Pccicral
!'e�lerrd �J Yes U No Permil NWP 3, NWP 14 �� TVA
I'c:rnii! s : — - 7'ype(.�): —
%�/pIPC( PC',SC/'lUhO/i:
Rcplacc [iri�lgc No. ICi4 ovcr Woodlin Crcck on SR 1462 (Wuodl7n Rd.).
SUN1NiARY O1� IIISTOI2IC ARCIIITI?CTURI�, ANU LANUSCAPI?S RP;VI1�,
Uescrinlimt of�•evieiv nclivilie.s, re.s�dlc, nurlconcltrsions:
Rcvicw of 1IPO quad maps, FIPO GIS infonualion, historic dcsignn�ions rostcr, nnd indcxcs was
underlaken on August 20, 2013 f3ased on Ihis rcvicw, Iherc arc no cxisting NR, 51, I.D, DP„ or SS
propertics in Ihc Arcn of Potcntial Hffccls, �vhich is 75' I'rom Ihc ccntcrlinc cnch w�iy �ind ]00' I'rom cach
end of Ihc bridgc. 'I'here are scvcral structwes wiNiin tlie vicinily: ihe area is cluu:ictcriud by
manuG�ctw'ed homes nnd wood fl;une Bouscs from lhe 1980s to early 2000s hased on Jeckson County
GIS/'I'nx informalion. 'fheY +�i� ����dcr lifty ycars ofagc, and lhero arc no slructures over lilly ycars ofogc
wilhin the vicinily uf lhc projcc(. Rridge NO. IGa is not cligiblc lin' Nalion�il Regis(cr lis(ing bused on tlie
NCDO'I' I listoric Bridge Inveniory. "fherc nre no Nntionnl Registcr listed or cligible prupurtics wiihin �he
APL nnd no survcy is required. If design plans cl�auKc, addiliunal ruvic�v tvill be required.
{{9t�� N�e ni�niluGle iulorixnfiou n�'���ides re r�liaGfe Gasis fnr rens�r��n�lV ure�licli��� N�nt llrere
nre iio ��uideiili/ied sit�airc�urt bisloric rrrc%ileclruvd or lni�dsenue i•esoru•ce�• iir IGe n��alec!
m en:
I-IPO quad m��ps and GIS inl'urm+itiun recording NR, SL, LD, DH, nnd SS properlics for Ilic J�icksoii Cuunty survcy,
Jackson Counly GISlfas inl'orm;rtiun, :md Gouglc A4ap5 arc cunsidcrcd valid for Ihc purpous of dclennining �hc
likelihoucl uf hislnric resources bcing prexenL 'I'here are nu National Register IisleJ or eligible properiies wilhin Ihe
APG and nu survcy is required.
�]M��p(s)
�I
SUPPOR'1' DOCUMf:NTATION
❑I'rcvious Survcy Inli�. ❑Photos ❑Corrcspondcncc ❑Dcsign Plans
FINDING I3Y NCDOT AI2CHI'I'LCTURt11, IIISTORIAN
and.Lnndscnue; -- NO SURVLY
��
NCDO'f Archilcclw'al f listorian
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�bm,nr.�„ n,m. n,.r „ud Lnid,r„p; ,,ro surrrin� �u�.Ounrriupum 1,,,�.t �uun� rr,u,po,nnnni rr��r. n u, (].v�dqrcd„i om ma7 rrux„i,ri„e,u� ,�sn�,,,u�,i�.
Pi16C 3 O� .i

Pr'oject Traeking Nn.:
13-08-0043
NO ARCHA�OLOGICAL SURV�Y R�QUIR�D FORNI ;?���'t��
; This form only pertains ro ARCi-TAEOLOGiCAL RESOURCES For ihis project. it is not 1'`I{'I�� ���1
- valid for Historic Architecture and Landscapes. You must consult separately wi[h �he ��- 7�1.��+
�
Historic Architecture and Landscapes Group. �:,fi.�� Lc/
YKOJ�CT INPOI2bIATION
Project No.
IVBS No:
F.,�. No:
Str.# 490164
17BP.14.R.105
NA
Federn! Permit Requirerl'?
Corairy: Jaci<son
Docu»renl: �iinimum Criterin Sheet
Fmirfing: � State ❑ Federal
� Yes ❑ No Pern�it Tjpe: N�VP 3, N�VP 14, .4c TVA
Project Descriplron:
The project cnlls Jor the replaceuient of Br idge No. / 64 on SR 1462 (Il'oodJin Rond) orer !he iVoodf'rn
G�eek rn Jackson Count��. 'L'he mrhneologicnl Aren oJ Potenlin/ EfJects (APE) for 1he project rs deJined
as n 640-(ooi (195.07 m) long corridor rmmnig 320 feel (97.59 nr) ensl nrz�1320 fee� ivest nlong IVoodJin
RondJi o�n Ihe ce�iler of Brirlge No. !6 /. The corridor is approxirualelp I50 feel (d5.7� m) �vide
e.r�e�rdi�zg 75 Jeet (22.86 m) on eilher• side of rhe rocid fi oiir irs presen� cenler.
SU�ID9AR1' OF CULTURAL RESOURCLS RCVIC�V
Brief descriy(ion of i•evreiv «eth�ilies, �•esrd(s of revieir, nnd conclrrsions:
Bridge No. 64 is located northeast of Sylv�, south of the Blue Ridge Pnrk�vay, andjust �vest of B�Isam in
tlie uortlicastern section of Jackson Couiity, North Carolina. The project area is plotted in the western
half of the H�zehvood USGS 7.5' topographic quadrangle (I igure l).
A map review and site tile search �vas conducted at the Office of State .4rchaeology (OSA) on August 20,
2013. No previously recorded nrchneologicnl sites have been identitied �vithin the APE or within a mile
radius of bridge. In addition, no existiug National Register of Historic Places (NRHP), Locally
DcsignTted (LD), Determined Eligible (DE), State Study Listed (SL), or Surveyed Site (SS) properties are
within or adj�cent to thc archaeologic�l APE according to the North C�rolin� State Historic Prescrvation
Oftice online dala bnse (HPOWEB 2013). Topo�raphic maps, USDA soil swvey maps, aerial
phologrTphs (NC One Map), and historic maps (North Carolina maps website) were examined for
infonnntion on environmenlal nnd culhual variables that nmy have contributed to prehistoric or historic
settlemeut within thc project liuuts �nd to assess the level ot'ground dishu�b�nce.
Bridge No. 64 auci Woodtin Road cross Woodhn Creck roughly enst to wesl. Woodtin Crcek tlows south
and is n tributary to Scott Creek. These water�vays �ire part of the Little'I'emiessee draii�age basin. Tlie
APE is situated �vithin tl�e drain�geway with uarrow bcnchcs aud mowuain sidc slopcs ou cithcr side
(P igure 2). A stream contluence within Woodtln Creck and aii uim�mcd tribut�ry is north of the brid�e.
The surrounding area is mostly forested, but residei�tial properties are prese��t in the northwest quadrant
along the bench. Ground disturbance appears to consist of utilities, past road improvements, ai�d
landscaping on the residenti�l properties.
The review of tl�c USDA soil survcy map sho�vs Ih�t the majority of the APE is composed of thc
Cullasaja-Tuckasegee comples (CuC; CuD) �vith the Evar&Co�vee comples (EvE) occupying n small
are� to thc enst (see Figure 3). The Cidlasaja-Tukasegee comples consists of �vell drained sandy lonm
..,A'n dRCHdEOLOGY tiURPE1"REQU/ftED"/rmnJi�r.tlinurTrunspnrtntian /§njceis nsQuoliJicJin iGe _'OOJ Proy annnuric dg�eemenr.
I of6

Piaje<I bncding �\'o.:
13-08-0043
soils with n henvy coiiceiitration of cobbles. Slope along thc CuC variety is bet�veen 8 aud ] 5 percent,
�vhile the CuD is much steeper at I S to 30 percent. Alt�ough the soil map depicts CuC as covering most
of thc APE, tl�e co�tour map indicates that slope is greater than the reportcd IS perceut. Tl�is suegests
that tl�e area described as CuC is exagger�ted. More than likely the mouutain side slopes within the APE
are composed of the neighboring Evard-Cowec comples. This series is typical found along the sidcs of
mouutains, hills, or ridges. It co��sists of well draii�ed loanry soils witli a steep slope of 30 to 50 perceut.
Landforms with a slope of l5 percent or more rarely yicld sigiiificant archaeological sites. As a result, it
is uulikcly a subsurfice investigation will provide positive results for archleological sites and is not
rcconunended.
Tl�e site file review identiticd ouly a fe�v arcl��eological investig�tioi�s iu the iiearby area. Thcse
investigations have yiclded negative results foi archaeological sites �vithin a mile of d�e bridge. Nlore
work is nceded tlu�oughout the area before any finn conclusious can be drn�vu on sitc predictability based
upon tuiown sites, but the current project �vill not provide the data needed as thc soils are stroiigly slopmg
withiu thc APE.
Fii�ally, a historic map revic�v �vas carricd out. Most maps prior to the 20th century provide Cew details
illustratingjust major routes and setllements. The USGS 1907 Cowee topogr�phic map is one of the
carlicst to slio�v the project area wilh any accuracy (Figure 4). This map illustr�tes a road alignment
similar to Woodfin Roacl, but il �ppe�rs to be west of Woodfin Creek liaving crossed the waterway further
downstream. Historic slruclures dcpicted on the map also seem to bc well outside the projecl limits.
Later maps from the early 20th century provide no additional or useful iuformation due to their scalc
and/or schemn[ic niture. Overall, it appears unlikely �ny deposits �ssociated with former historic
structures will be encountercd �vithin the APE
BrieJ'�.���lann�ion af roltl' !l�e rmnilnGle i�tfm uiation prn�ddes n relinGle bnsis for rensnirablV N�•erlicliug
(hn! Iliere nre no n��irle�Nifrerl l�ismric properties in Ilie APE:
The defined arcliacological APE for the proposed repinccment of Bridge No. 164 is locatcd along
mow�tain side slope and benchcs fouud aloug Hie Woodfin Creek [t is unlikely intact and sigiiticaut
arcl�aeological deposits will be present within the APE. This is due to slopc of IS percei�t or more witl�in
tlic AYE and former disturbance �ssociated �vith tl�e residential propertics �long the bench in the
❑orthwest quadrant. Also, tl�e I�istoric maps suggest that no former historic structwes or features are
withiu the APE. As long as impacts to tl�e subsurface occur within t�e defined APS, ��o fiu�ther
archaeological work is recommcndcd for thc replacement of Bridge No. 164 in Jackson County. If
construction should affect subsm-face areas beyond the defincd AYE, further archaeological cousultation
miglit be necessary.
SUPPORT DOCUMGNTATION
See attached: � Nlap(s) ❑ Previous Survey Info
❑ Pl�otocopy of County Survey Notes
rINDING BY NCDOT ARCHACOLOGIST
NO dRCHf1EOLOGY SURVE3' REpUlRED
�__� -- :y --
C. Damon
NCDO'P ARCHALOLOGIST II
� Photos ❑Correspoudence
Other: lmages fi�om historic maps
8/29/13
Da[e
..,A'o dRCHdEO/_OGf'SURI LF'RLOUIRED"JamiJur dlinur7run �rnrrarinn Prnj,eir,�s OmdlJirJin J�r?09J /'rogrenima�ic dgraouenr.
2 of6

Projec! Trnrking No.:
13-08-0043
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Figure 1. Topographic Setting of thc Yroject .4rea, Hazelwood (1941; pl�otorevised 1990), NC, USGS
7.5' Topog�aphic Qu�deangle.
.1V'n :IRC H,lEOLOGpSURI E)' RfQUIRED"�mn fi�r,llinnr Tranqrortoiimi PnJecie na Onoli�uJ in �Lr ?0q9 (Yn¢r✓nmmtic.agrrcn�cm.
3 of6

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13-08-0043
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CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTA8lI5HED BY METHOD II MOD.
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LOCATION: BRIDGE T70.164 OVER li'OODFIIY CREEK ON SR I462
TYPE OF WORIC: GRADING, DRAINAGE, PAVIIVG AND STRUCTURE
WETLAN� AND SURFACE WATER IMPACTS PERMIT
NO` OUiLEf
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'END TIP PROJECT DB14B-490164
-L- STA 14 + 90.00
�1 dR_d9(11
PERMIT DRAWING
SHEET 1 C�F 5
Prep�red /or IN. Nonh Coro/i� Oaparlmenl ((}•D21 UL(CS 6YGLYC&R
GRAPHIC SCALES DLSIGN DATA PROJECT LENGTH c� no�s�nonon m�ra c�ncz o/�
ADT 2074 = 330 �"E ��_'�� ��.�e e,°,Pa ��� F>libLl�ll\ARY PI 1\s Qr
20 10 0 20 40 LENGTH OF ROADWAY TIP PROJECT D814B-490164 = 0.053 MILE$ � ,,: ` o�y
1� I� V = 25 MPH I\C O�iPI i'TI' PI A\'S �
mrz sra.�oaw srcununoss
PLANS DHV = 70 % �ENGTH OF STRUCTURE TIP PROJECT D614B--090164 = 0.070 MILE$ `° ° °� ,; �� ���3°w \
P£
5(4�'ASLRE' �� f
20 10 0 20 40 D= 60 % TOTAL LENGTH OF TIP PROJECT DB14B-490164 = 0.063 MILES DAVID L. WILVER PE `I
I I I _ I� eaoiroscciccere ROADI{'dl' DESIGN ! t
T = 6 % LETTING DATE: � �/
PNGLYL•E2 `�', i
PROFILE (HORIZONTAL) FUNC CLASS = _ IULY 15, 2014 1. MATTHEo 5f6PICKENS PE pRHLIJII\,�RY PLdNS n45r �� p,��.�Op�' ��
2 1 0 2 4 RURAL LOCAL . _ °°'°` "` `�.` `� `""'��'� --
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PROFILE �VERTICAL) rR'�eiiv.icEiii�riA'ii��� -
s�a<in:ae

idOIER 0.EFf¢EnCE n0- SMFR NO-
PERMIT DRAWIN� pB/48-490164 4
� DENOTE$ TEMPORARY SHE�T 2 OF �J a"� s�EEr�:o
DETAII 7 aorm'.vnv oevcr+ Hmvauua
�������� IMPACTS IN SURFACE WATER F�:��:EFa F::���,EEa
°""" ROXIE C. GENTRY
�- ��� INCO�SPL� E PLANS
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PORT � F � .: `
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SR 1963 /6'GR
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� BEGIN APP. SLAB '� � �� � o� 4
1 p= 2433•235VRT1 p= 2534'235•2r1 TEMPORARY IMPACTS •�.� ���
%� -L- STA. 12+77.99 j D = �500'Ln.O' D = 2d38'52.a' �.�.q, � ......�\ �� \ 'o� �
Po � = i537r i - E22B' IN SURFACE WATER �� � - � � \
�'p R = 381�' R = 4�A0' \
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SE = 002 SE � -002
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TYPE llI I3.4' � TYPE lll OS - ExiSr, os =£x�si.
- - -- - PI Slo /4+1233 PI SIO 15+3925 1'700DS .- � ...���•..\� . N� �
END APP. SLAB �= 2654'OOOtarl o= 2250'OOO'ut7l EIP
\
q -L- STA. 13+57.00 0= 2838'52.4 D= 2ZarP0.P .'� ' o
L = 93�' G = 10J79'
B T= 4183' T= 5257 � �� ` y
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T�PE TL�2 7YPE lll l 3.4'\,—== TYPE lll � `
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TYPE TL-2 'f'�.
\�\��� END BRIDGE NOTE: yO�
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-�BEST�n. izR� a9 99 � SEE SHEETS S—1 THRU S—? FOR STRUCTURE PLANS
NOT TO SCALE

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