20131010 Ver 1_Application_20130918

Coi•ps Submittal Covei• Sheet
Please provide the follo�viug inio:
l. Project Name: Ret�l�ce Brid�e No 72 on SR 1143 (Frozen Creek Road) over Frozen Creek
2. Name of Property Owner/ApplicanL•_North Carolina Departmeut of Trans��ortation (NCDOT)
3. Name of Cousultant/Agent:
'Agent aulhorization needs to bc nttnchzd.
4. Related/Previous Actiov ID uumber(s):
Site Address: N/
5. Subdivision Name:
6. City: _Rosmau
7. County: _ Transvl
8. Lat: 35.10002 N Long: -82.87737 W (Decimal Degrees Plense)
9. Quadrangle Name: Reid (35082-A8-TF-024)
10. Water���ay: _Frozen Creek (DWO Class: C, Tr)
11. Watershed: Savamiah River (HCU• 03060101)
12. Requested Action:
X Natiomvide Permit # 14
Geueral Permit #
Jurisdictional Determination Request
Pre-Application Request
The follo�ving information will be completed by Coips office:
AID:
Prepare File Folder Assign immber i�i ORM Begin Date
Authorization: Section 10 Sectiai 404
Project Descriptioi�/ Nature of Activit}�/ Project Pin•pose:
Site/Waters Name:
Keywords:

P�'r MCCKOav
GOVE16\02
� a�SfA][ob
`Y�2��
�� �
.�
STAT� OF NORTH CAROLINA
DEPART`MENT OP TRANSPORTATION
September 18, 2013
Ms. Lori Beckwith, NCDOT Regulatotry Project Mauager
U. S. Army Corps of Engineers
151 Patton Aveuue, Room 208
Asheville, NC 28801-2714
An� � �oNY J. Tn ra
SECREIdk}•
Subject: Nation�i�ide 14 Permit Applicltion
Replace Bridge No. 72 on SR 1143 (Frozen Creek Road) over Frozen Creek
Trausylv�nia County
WBS �lement No. 17BP.14.R.d9
Dear Ms. Beckwith:
Tl�e Nortli Carolina Department of Trausportation (NCDOT) is proposing to replace the subject
bridge. The purpose of the project is to replace a hiuctionally obsolete 20' L x 19' W single span
timber bcidge with a new 18' W x 4' H s 88' L"bottoniless" reinforced concrete culvert builC
with reiuforced concrete heaclwalls ai�d �viug�valls. The footiugs of tl�e proposed botto�nless
cuh�ert/bridge �vill spau Frozen Creek on a 135 degree skew. A staged construction process with
temporary travel lanes will be utilized to m�intain traffic duriug construction. No mitigation will
be required for this pcoject since this is a sp�iwing bottomless structare.
I am enclosing a PCN application, Rapanos Jurisdictional forin, SHPO forms, plan sheets
showing the proposed work, a marked couuty uiap, � USGS c�uad map and photogrlpl�s.
The North Carolina Natural Heritage Database was checked for records of tlueatened and
endangered species. The database lists 49 species for Transylvania Count�� that have federal
stah�s. Tl�e bog turtle (G/�l�lemys ��rirhlenbergii) is listed as fln•eatened due to similarity of
appearance to the listed northern bog turtle. Eight speeies, C�rolina Northern Flying S�uirrel
(Gln:�conrys subrinus colornius), App�lachian elktoe (dlasnrrrlontn rcrnenelimzn), mountain sweet
pitcher p]aut (Sai�rnce��in ri�brn ssp. jo��esir), small whorled pogonia (I,soh�in medeoloides),
spreading avens (Geann rndint�mr), swamp pink (Ilelonins bidlatn), Virgiuia spirae� (Spirnea
virgi»in»a) aud rock gnome lichen (Gynmodernui linem�e), are listed as either tlueatened or
endaugered.
Small �vliorled pogouia and eock gnome lichen are laio�vu to occur within five miles of the
project are�. The endangered Appalachiau elktoe does not occur in tlie S�vaunah River Basin.
Founeenth Division Odice
Tcicplmne: (82R) SR6-2141 253 1Vebster Rond, Sylva�, North Carolina 23779 Fas: (R23) 58G-40d3

Bridge No. 072 Page 2 September 18, 2013
The Carolina �iorthern flying squirrel, the rock guome lichen, and spreading avens are species
that require l�abitat found at relatively liigli elevation. Altholigli most rock gnome licl�en
populations occtu• near oi• above 5000 feet elevation, it does occur at lower elevations witl�ui
deep river gorges. "1'he elevation at tlie site is appro�imately 2020 feet and tlie sarroundiug
liabitat at the project site is witliin the ] 00-yeai• floodplaiu and vertical rock substrate required by
the rock gnome lichen is lacking. Therefore, tliere is no suitable l�abitat for tliese species.
The small whorled pogonia generally occurs iu open, dry, decidiious ��voods witli acid soil
according to tlie U.S. Fish and Wildlife Service. I-lowever, it is also kiiown to occur iii a variety
of habitats in Nortl� Carolina, including along streTms. The habitat at the project site is
floodplain and maintained road riglit of way. The habitat consists of deciduous trees, such as
black walnut a��d tulip poplar. The area is also heavily impacted Uy invasive species that include
privet, Japanese honeysuckle, nmltitlora rose and periwiiilcle. Habitat at the bridge site appears
to have a very lo�v potential to support small whorled pogonia. Records indicate the nearest
known occurreuce of small whorled pogonia is approsimately 2.25 miles uorth���est of the project
area.
This project is limited in scope and habitat appears to be lacking Yor aquatic 1ud terrestrial
tlu•eatened and endangered species. For these reasons aud those discussed above, we reconunend
a"�io effect" determination for tlu•eatened and endangered species.
Tl�is project was reviewed for historic and ctiltural resources by the NCDOT's Human
Enviraunent Unit in 2013. It was detcrmiued that neither historic �rchitecture nor arcl�aeology
required � survey (sce attached forms).
NCDOT best ma��agement practices will be used to minimize and conhol sedimentation aud
erosiou ou this project Tl�e conshvction forem�n will review all erosion and sedimentation
control measures daily to ensure erosioii and sedimentation is being effectively controlled. If tlie
devices are uot fimetioning as inteuded, they will be replaced inunediately witli better devices.
Impacts to W�ters of tLe United States
Frozen Creek (DWQ Class: C, Tr) is shown on the USGS topographic map as a peremiial stream.
The chamiel is well defined with a substrate primarily composed of cobble, gravel and saud/silt
and is approaimately 7-13 feet in width. Frozen Creek flows ap��roaimately 1.6 miles to
Toxa���ay Creek, with theu flows 2.5 miles before joining the Tosaway River, which tlien flows
into tlie Lake Jocassee Reservoir. To�s���ay River meets the detiuition of a Traditional Navigable
Water. For these reasons, we believe Prozen Creek is a Relatively Permanent Water aud is under
tl�e jurisdictioii of tlie U.S. Ariny Corps of �ngineers. In oi•der to construct the project, it will be
�iecessaiy to impact �vaters of tlie United States in tlie Savamiah River Basin (HUC 03060101).
Specifically, NCDOT is re�uesting to replace Bridge No. 72 with a new spamiing structiue. Tl�e
impacts are listed in the table below.

Bridge No. 072 Page 3 September 18, 2013
Site No. ���stiug Cmidition P�roposed Cmiditiou Net
Statiou Im �acts
Site I Single Span Timber Bridge � 8•38' W s 4' H x 88' L"Bottontless" 88,
Reinforced Concrete Culvert
Site IA Free Plowing Sheam lmpervious Dike and Flow Diversion 150'
Site IB Free Flowing Stream Floodplain Bench and Riprap Bank 30'
Stabilization (Inlet End)
Site IC Free Flowing Stream Floodplain Bench and Riprap Bank Z5,
Stabilization (Outlet End)
Total Pe�•manent Stream Imp�ct — Bottouiless Cuh-crt 88'
Total Pm•manent Impaet fa• Floodplain Beuches and Bauk 5tabilizatiou 55'
Tot�l Teu�pm�a��y� Impacts for Impe���ious Dilces and rlow Diversimi 150'
Permits Requested
NCDOT is l�ereby requesting authorization uuder Section 404 of the Clean Water Act to proeeed
with the constraction project oudined above. By copy of this letter, I am askiug Ms. Mai•la
Cl�ambers, Western NCDOT Review Coordinaror, of die North Carolina Wildlife Resources
Commission (NCWRC) to comment directly to you concernu�g tlie 404 Nationwide Permit
request.
I am also requesting aufhorization under Section 401 of the Clean Water Act fi•om the North
Carolina Departuient of Enviroiwient aiid Nataral Resoui•ces (DENR), Division of Water
Resources (DVJR). In addition, I am askiug Ms. Chambers a�id Mr. Ben DeWit, Roadside
Environmental Pield Operations �ngineer (NCDOT), to conmient directly to me concerning this
permit request.
If you have any �uestions or need additional information, please contact me at [phone] ot
Mr. Josli Deyton, PE, at [phone]. Your eTrly review aud consideration will be greatly
appreciated.
Sincerely,
///f//�'/ ///�//// / /
/ �/Y�V �,�. � /'Zth�/
Mark S. Davis
Division 14 Environmental Program Supervisor
�nclosures
cc: Ms. Amy Chapmau, Division of Water Resources — DENR, Raleigh Office
Mr. Jason Mays, Biologist, US Fish & Wildlife Service, Aslieville
Ms. Marla Cl�auibers, Western NCDOT Review Coordivator, NCWRC, Oakboro
Mr. ]osliva B. De}�tou, PE, Division 14 Bridge Mai�agement Engineer, NCDOT
Mr. Ben DeWit, EI, Roadside Enviromuental Field Operations Engineer, NCDOT

o�oF W ATF9QG
� �
> y
o �
�
Office Use Only:
Corps aclion ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Coustruction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. Has ihe NWP or GP number been verified by lhe Corps? ❑ Yes � No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certificalion — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Wa[er Quality Certification — Express ❑ Riparian Buffer Aulhorization
1 e. Is lhis nolification solety for the record For lhe record only for DWQ 401 For the record only for Corps Permit:
because wrilten approval is not required? Certificalion:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for miligation � Yes � No
of impacts? If so, attach the acceptance lelter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmenlal Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 72 on SR 1143 over Frozen Creek
2b. Counly: Transylvania
2c. Nearest municipality / lown: Rosman
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 17BP.14.R.49
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: [e-mail]
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. Slreet address: N/A
4e. City, slale, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. AgenflConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5a Street address: N/A
5d. Cily, slate, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N/A
5g. Email address: N/A
Page 2 of 11
PCN Form — Version 1.3 December 10. 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latilude: 35.10002 Longitude: -82.87737
(DD.DDDDDD) (-DD.DD�DDD)
1 c. Properiy size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Frozen Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: DWR Class: C, Tr
2c. River basin: Savannah River Basin (HUC 03060101)
3. Project Description
3a. Describe the existing conditions on lhe site and ihe general land use in the vicinity of the project at the time of this
application:
The general landscape is forested.
3b. List the total estimated acreage of all exisling wetlands on the property:
N/A
3c. List the total eslimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of lhe proposed project:
The purpose of lhe project is to replace a func[ionally obsolete 20' L x 19' W single span timber bridge wilh a new 18.38'
W x 4' H x 88' L"boltomless" reinforced concrete culvert on existing localion.
3e. Describe the overall project in detail, including lhe type of equipment to be used:
Erosion and sedimentation control measures will be installed. A staged construction process wilh temporary travel lanes
will be utilized during construction. The new culvert/bridge will be conslructed on the same location. Track hoes, dump
trucks, bulldozers, cranes, paving equipment, water pumps, sandbags, diversion pipe and various hand tools will be used
to accomplish lhe work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or slream determinalions by lhe
Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown
projecl (including all prior phases) in the past?
Comments: N/A
4b. If the Corps made the jurisdictional determination, whal type � preliminary ❑ Final
of determinalion was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdiclional delerminations or State determinations and attach documentalion.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
5b. If yes, explain in detail according to "help tile" instructions.
N/A
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wellands � Slreams - tributaries ❑ Buffers
❑ Open Walers ❑ Pond Conslruction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each welland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland 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, olher) (acres)
Tem orar T
W1 ❑ P❑ T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
WZ � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ Na ❑ DWQ
W5 ❑ P 0 T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impncfs N/A
2h. Comments: N/A
3. Stream Impacts
If lhere are perennial or intermiltent stream impacts (including temporary impacts) proposed on lhe site, then complete lhis
queslion for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 sUeam lenglh
Permanent (P) oi intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? olher) (feet) feet)
S1 � P❑ T Bottomless Frozen Creek � PER � Corps 10-12' 88
Concrete Culvert ❑ INT � DWQ
S1A ❑ P� T Impervious Dike and Frozen Creek � PER � Corps �0-12' 150
Flow Diversion ❑ INT � DWQ
Floodplain Bench � pER � Corps
S18 � P❑ T and Bank Frozen Creek 10-12' 30
Stabilization (Inlet) ❑ INT � DWQ
Floodplain Bnech � pER � Corps
S1 C� P❑ T and Bank Frozen Creek 10-12' 25
Stabilization (Outlet) ❑ INT � DWQ
S2 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Totnl Permanent Stream and Tributn�;y impacts —"I3ottomless" Culvert gg'
Total Permanent Stream Imp�ct fm• Floodplain 6euches and Banlc Sfabilizatim� 66'
Tofal Tempm�a�y Sh�eam Impact for Impe�vious Dilces and Plow Diversion 1b0'
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water hnpacts
If there are proposed impacts to lakes, ponds, esluaries, tributaries, sounds, the Allanlic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type 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 watcr impacfs N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, then 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
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
Sf. Tot�l 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 surface area (acres): N/A
5j. Size of pond walershed (acres): N/A
5k. Methad of construction: N/A
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require miligation, then ou MUST fill out Seclion D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Tem ora T im act re uired?
B1 ❑ P❑ T N/A N/A ❑ Nos N/A N/A
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer imp;icts N/A N/A
6i. Comments: N/A
Page 6 of 11
PCN Form - Version 1.3 December 10. 2008 Version

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 is being replaced with a spanning "bottomless" culvert structure lhat has a grealer hydraulic capacity and minimal
maintenance costs. Floodplain benches will also be installed at lhe inlet and oullet end of the culvert to maintain proper
stream width.
1 b. Specifically describe measures taken to avoiQ or minimize lhe proposed impacts through conslniclion lechniques.
BMPs will be inslalled to minimize effects on aquatic habilat. An impervious dike and flow diversion will be used during
construction to provide a dry work environment during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No (Bottomless "spanning" Culvert)
impacts to Waters of the U.S. or Waters of the State?
26. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Co�ps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program
❑ Permiltee Responsible Mitigation
3. Complete if Usiny a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (altach receipt and letter) Type N/A Quanlily N/A
3c. Comments: N/A
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Slream mitigation requested: linear feet
4c. If using slream mitigation, stream lemperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Usinc� a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of lhe proposed mitigalion plan.
N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitiyation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a prolected riparian buffer that requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impacl to each zone of lhe riparian buffer that requires mitigalion. Calculate the
amounl 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 mitiyation 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 restoration, payment into an approved in-lieu fee fund).
N/A
6h. Comments: N/A
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does lhe project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Commenls: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A %
2b. Does lhis project require a Stormwater Management Plan? � Yes ❑ No
2c. If lhis project DOES NOT require a Stormwater Managemenl Plan, explain why: N!A
2d. If this project DOES require a Stormwater Managernenl Plan, lhen provide a brief, narralive description of the plan:
The plan is covered under the NCDOT General Slormwater Permit No. NCS000250.
❑ Certified Local Government
2e. Who will be responsible for lhe review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiclion is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
❑ USMP
apply (check all lhal apply): ❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented slormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwaler 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 requirements? � yes ❑ No
5b. Have all of lhe 401 Unit submittal 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 lhe project involve an expenditure of public (federal/state/local) funds or the � yes ❑ No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental docurnent pursuant to fhe requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes � No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Welland Rules (15A NCAC 2H .0500), Isolated
Weiland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is lhis 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 viola�ion(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacls) result in � Yes � No
additional developrnent, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quanlitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project consisls of lhe replacement of a structurally deficient 6ridge. The road infrastructure is not being upgraded.
The secondary and cumulative impacts from this routine maintenance project would be expecteci to be insignificant.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment melhods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 lhe USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your sile would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Database Program and a site visit during lhe field scoping process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this projecl 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 Essenlial Fish Habitat?
N/A--There are no marine or esturaine habital wilhin lhe 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 designated as having historic or cultural 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 hisloric or archeological resources? The
project was reviewed for historic and cultural resources by the NCDOT's Human Environment Unit in 2013. It was
determined ihat neither historic architecture nor archaeology reyuired a survey (see aitached forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year (loodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Mai'k S. D�vis �,�/J �� �' ���
Division 14 Enviro��uiental Supervisor `�,;,�,�j � � �/� -/ �
ApplicanUAgent's Signature Date
AppIICBnUAgent's P�inted Name (AgenCs signature is valid only if an authorization lelter from the
applicant is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

\
\rl \
\ \' .\
•� \
4�
\S�.
\�
?e
���
S
�
1,
�
ti
\' V'1
ti N
1 ` �� �
I �
^0 �.�
,�
�
�
Z�
�
�
7
�
l
1°��/
_
u
� m
�?
�� �
� �ZB
aJ
��0
w
ON
v
n. _
� n�F
K �
F- . �
Z _ w
w • w 33
NJ M�
� g� �u
N
�OVUO pw�°n
Z?NZC� N��
OW��N ��II
Z�N� �OY
�ZpMM dfON
MUwww
y a Q
�/ •Cn. i
��9
e
V
�
y`i
�^
l
a°
o`'
o°
-r -
Z�
.00_ .. :
•° �N 1
H b
O+ a
n�. � u
w z ��
1 O ta- > ��
f-N O �
� � e.
N
�I N[i
� a! 4i
� `� U
M 7
�
o ,
F E
O
� �'
L'I
O � d
a_
o a
e N
�I O
�
r
�
,_ .
� M
� �
���
(- N
O
mF�N
�N�
I W
J
m W
8 59;L
�
�
�
� �
� y
Q� �
J � W �
w+ �`o �
o�, ,
W `
y� �j �
Op � �
� � �� �
U \
H O
O � O O
L;�
W
LL
H
0
FI
�o�
x
U �
� m �
Z � �
� g z =
� W J
� N F
� O �> Sw
O JOrUO
uJ. F'dU w
O��Z(�
oww°�
�Z�NN
N= Ni~/lN
c4Uwww

Y
�
N
�
U
c
N
N
O
1L,
LL
L (Q
� �
i=
0 0
L
� �
�U
o ,�
� �
Y o
�Z
N �
U �
� �
� o
N U
O �
li �
.� �
c� >
� a
� �
� c
� ��
c
�
N
�
N
�
�
ML
W
Z N
3
� �
N N lV
o a
� � c
o � y
a. Z` O ..
N N �7 (n
� � E .T. N
� C
� E ° � � a
�. d iA in U [0
�^, ' I
� I � l�
v
�
■�
�
�
N
O
�

Y
�
�
L
U
c
�
N
O
1L1
L.L
L (6
� �
i =
0 0
a �
�U
0
��
Y o
�Z
N �
U �
c �
NU
o �
� �c
� �
M >
� >+
� �
� �
� ��
C
O
N
�
�
�
�
/L�
W
Z N
3
�
�} �
N
O �
� � m
D �. a
v ro C m`
�a �
N �
W
O
� � (1
M J
N
N
�
� N
I�
lo
N
N
O
�

� ,r�( .
� _�� . �\ I .� 4 �.
r: c .. , ti -sp `�`
.�+�w ���� �',�
� �
N E 'rii� . - �?
—� - . ���
� -,—,r' `� � n�� t
\� 4 � �
�� Jy
, �i�.�;
♦-�.. i y `-ut
�'�
i � -r , ..
� �;�ti
: �
tS }� r : �°
's��r�' '�;' _ , lrti���� ��,
M � �L 6i�W`� � . (` � L`Y - ' 1 . ° N
� �Y} �.�' �� F� . T �- � P'�P �` TY Y� ♦ � t '� }' lL O
(� '��' #a� � ` '..� ':,?9�1�1� . . 'T;�.�`S • V
� �i ' �i!'%�. � 4 � , _ Y�.
a� 'i': � � �% "'�
,. �
N ' �; , n „ -• y- _ -
o ; r.j�` �s�. ' ��:
L ✓ - �
� . �' � �..'�� � �'�� -"�.� � ��1.t��1 . _ �.
�. ca " `• yl. - . _ r' � � 's ;
�. r. ��.'. .
N C �_ �' t a �� . T�� �: y" FW,"'< r �.
> • ��u>:r y :'{" a . ac '_ � �ir� r ..�>�
O LO �t• , � y: j � ° �I ���,y�e�3 ' t�.�� ' s x� ;�,s `
��l .'� ..: � L.:, � -
�S
(6 U � � � ' t e� �'iS. � dR",� •"y — ~ a `1 b-. .'
O � ~ � Mjf ^3 � � !ls 1' .. � r''a}6,
� O "�,1r . y�+%,� r,�ii K `Ck � r� !r•., ���♦ , t ;i
� � �� � �
� � � �� � } ,;�' . �!����� - ����." � -
L T - f t
� .
U� 3- P cy'.?Sy��--.�' P
� � , �,�i• ,_ - F � •.' --
N (� . .+'� "- �.�,A� : 4�t„ � � '
� � '��'" � .�' ` T` � ��L- � . ��- '
� � �.,.� �
> � -,'�i -."�� :�.z ..-�' .�`'
C'7 ` � - � -` �, ��.�t�. ._�� $ i� * -9 � . .
� T �y- a�. il
� (n - .�+ � k. ti4 ���� � ~�� . . ri
�
T � �� � . -; iFx � a �v� .c.�.� �•. r � � � . �i„�.... � � `.
� °c_ r�i�� �} `.�� S '� �1P �` L e�- .-�, .
� % j - -,' � ��� � f � 1�_� ,�"� �� ����
� _�.^ ,.ai?-•' �... n r,: ♦.�. 7�t i S'�. � ���, t'+, g .. .
Y�
O a:� Y� S•_ . 1 "" }� � .� �5"t .' �f,'�. ''ti � .5:, y� ;.\''.�, �
: � _ `tr �_ � i � .. . �µ
N .. � � v- _' �a J � y� +���y " •r `!' '�
� es ��: t < 1 -�i ,> � �°�Tii.�+TM*� .
a� �. r �' : , � � �; ; � � �,� i a ! � a,►„�� {;
� -_�,l�-a: ", =-� °w, `.; . :` � ';
..- ,: i. . v ' fi . �
m . �'-�.�� . -�s ., `�' ,�``.'�v, r� � ':,, ��r
. .;� •.
�.
�:.
4
w
z �
3
�! .. �-
.
� 1 , •
�Lc{i _� . �� �,1 �, t� �,� �
,� „ �
�i. , - f ��� YNr `' �,�1 �- �"`uk ,� ; '
.. � - �.1�'�:� .� ':� � "�iE:_���.. �t�+�"�...1,
� h �
C f S.
�°"����� � N'". .ni ;�. ? . >s����;i��
's �y^ 4�,t�� H,T �' �;��'�=,y`�„a;��,}, '�
��Y _ tr e.'r.� . � .i
N
�
N
� �
a
� m
�
�
� :�
J
0
M
0
N
°o
0
0

Structure 870072 Counly TRANSYLVANIA Date: 07/04/2012 Structure Photos
LOOKING NORTH
ss�..__.. > �' � � �e+"
t° �,�'� V _� �1 •: � �'.. '�' ' £�_w w
a� .� r
n �.
Y"�.",r.s' .�a. �-, ���v` f ,.. � . . ,,�
r
�� \ � �:.�� �� 4 � .�
v �
'�s` �i<:.'� �•, � y � �..�� .
�f� N��l�r�{.�.\ „aa�{� H "
�V'� .sa�V < u���uAJ� M 1 -.tiy `,` ` .
.li,�IIr� .t `, .5 �,�' . ��.� 1 ; ,d 4 !' �
rr`rcµ . i �-..i `. t�Y:y` ,M1-r � 1 \� _4.. Y .
�'. ��� 1 _
R .ar�r'i.y �� . � >�� � �ar„;.
�. � ]� �,t �r s
. 1'"� -- 5f� e,,,,,y`"-� � . ."�{ � ..
'�.�•_ + f �� � �p) ��.. �i4�'� }5r n�`�
s �� �- � \ .. ��� �+, �� � . , . . ..
� � � � �. :+�°�-��� - � � , . .
j� �' '��,.'�' `*'?'rt� a� _ �41�s � ' -
l'�.Y v.'�)-�yrr'�j}�y�� . . . . , � .
a! la� %.' �� J.li�. 1'ij��i��• •- w.�'� ,���
�y'iL5 �Y �. � , !�v'l� d ' r . a'i.. f
r,�p yl `Ef ♦ d 4 \ ,
..�4�S��F�� -• �t� ���r,, � kw ..�''!h .i
�
v� � . --c 4n.'� � {� !� �y
!n•" �
� r .. ' . �'. � .
� _ yl i - �'y�� .;i� ' /,:
� •a.
» p � , ' � �; �r?�f, .
I -,iy},,,_ , � M1 _ , «'C,. 's� \ . �' .
.�, 31� .:�, � . .
s� r, � �' ,
,a
�
c- '
LOOI<ING UPSTREAM

Structure 870072 Co�mty TRANSYLVANIA Date: 07/04/2012 Structure Photos
� - ' . � �,`t ` � :'� ti � , < ,�.
, � ' �,, ,, Q . _= ; �� �
� • �;
�yn��} �'�R �f: � � � S� � . DII :j. _ �� .
��� �� y�• ,1`r` �`\ 1� i• ...' .�. . _
��TF��" �y s � � *: ` ' n ✓
c�. � o � ' i . r , . ��.V. �ri1. y r •z �.
p���y,13 P7 �J ° �v5' .,t' v r > :7C q,�S�„ �:-�.2'
� <
����'r ���t,tl� t 'i� � rh � i
. ,` , `� . ` ` ' . f , . � � _ ,.
� ].� �
},t�� )''"•i4%e�. .%itik ��i`' � i � I'r�,'� ��f �r� SEJ?' 4 t�' "\'SyR�y: � c F�
S� �4 � %yY' . � � c. \ i� � � � t r � ,, T 9� L - � iA`-.
/ LhV� y � S ..' .. ,F9tp. � :. A , !� !
�y� -.) "a`ee�y � 1.1i ") r �!� .�i :
h }, � .
if r ` �-7 � ...`�,{Fil� . �� �( f '.'l ) �Y�"Y 1' ' r' y�l^l ' � �
(�. �' <����I t�� 1*.k�'�� 1 L � ` vtFt %# q
t �ril �j� * I 1��1� ` i{l.� ' C .`. -� �., b �- + �
L
`'�f���{ 1�/��'�`ik� �S �` �T�! D�(I�.,Y�,� �'�y.1; 1 1�'.' .�
'Yy s .- / r1 �'r:' , � ��� .:` "d't I���� I �.� "l�_��•
... . i $�� .� ar .�S � '.e kf' ,�� z�
e
�� � � �? ,yv � .': o i' 1/ \ _- -'..\ � h�`�$.5� .% `
R
1 .:t� ,�A'[ .FF/ Y�f � �N1a
.y�j�4�a` `b�iir' �"�-�'+�N -.. � i 1
' °��"#'i .',� ! t; a : � �
���
' � K�La W ° Y _. � �� .*}��•'. �, wt ��. R � \\ y�� .
�, � %
i t. 51�.� r� J,. .
k r ' w �±
J�'i' .; s , x , . . .
�.. : r "' M � Si� %, r .
i i �;�b
r � � ��` , - t . �
LOOI<ING DOWNSTREAM
.%�'���� � � -
� � � r� �.F�� 1,�
�
� ` ` � 'i
, � =.
, � .
,� . . . ,,._J..
Y� '�
. � �' , '� �s ,� r . 9'r�O i
�
� ''� �-�.n i � 4i � �d..
�, r - :�: , �' �'�y�4 5i,:.'� ; f,��.
�, i r. . . ' j {r �«y.Y�, ` � � �:.
P._ Si y�: q�) ,S Z,A .•� �'ea
� ..,i iIM1 � � `` ��! �L� � .
'} �� � � .�i _ � `' �(,rl ,`yo '♦
i { �N y
.s � li i. 6 � w� 2!" :
� �' '�� �,li L - . . . +�� ��} �R\���,Y � `;
YR�, a
3 �d�i e
�� � ' '��� - � _ 1�� ,,,�.<���..;
� , ° � �. r � � iJ6`v � � 5� �,.
� �;' '�:,� I �� , �- ( / �r Ii°� 0 a1 {y'.
� � _ '�' -ti; � � ' � r t1' i. ' �,
J� !. ', ...;�� I ! ��� �ig A_�
! �� � ' � i I � '. i .. � : ; � , t ��r,.
P _ + 1 u } ` � `. 1 � i :
. � iL
. � � �: �*j)� � �� ��..
� ��
' ..� ¢ I , � � ! 1 �,.✓/�
�`%� � � . � � 4 , l 1\..
..s���a ��� J�`�'fi�} '1r� �n �� l� 1 ��: r ' " .t?
'� � , i'€ � ( r?9�}.,� b �'��.y� wyy.r � �. � � ( p ��` ` r .
�F� '�'.M/{ .1/'�.j "`A �PlC% r`�� �'�,'�/ k.z�1 ? y\ 1a: � _'.
Mu ,+. �2� � �' � � �5,.�� � 1% i��., li � , .; *, .
-` �. � j�� t t� 1 7:
NORTHEAST WINGWALL

Structure 870072
Counly TRANSYLVANIA Date: 07/04/2012
r;:�-� c � ;'s+ , , : - . -
J.'"' ._�,`, y` �r
.�� ' y .'�; .
� ' �� : ' / tr i/�:
�•. "� �. � . � r✓ T
�.� ( '. ���i r t . : f/ � �-:
. .. ",Pfu � � �
F
��5
j' � ' .
�/
Structure Photos
,i � : i � 1
,; • -
- ,� ' �
,-
'�f,�,' . �
`fq i
� v�
. i' � �� �': /.e , ..
J�af � � r M' � �� .
�_...'. � . i t t r ..`�� '. -.
�x �'"
i�_ i
i vE �,:� i���.� '=i
!�. +Y
'� . �� � . , �� � �..� .S 1 .� . � ' r .
�yR
DOWNSTREAM PROFILE
1�11.91:7�_1��i��:Zily I �q

Structure 870072 Co�mty TRANSYLVANIA
#.
, e.-,.�^ �- . �' �--
_ J:.:_ . � � . - ,•� �
: 1�;� � _ �� - - �;;
� � -
: ,.
.= _ � i
..�� i" . _ i .
i�+M'� �"'r�"'I�a� ." - -. ,
Y:�.. ':s, � !. � `. _
. � �. I .. . �! y�
. .� 1 . �./.� �$
� t� � ,i-''_''L,.y"rY!.
Date: 07/04/2012 Structure Photos
�. '. _
x
�- s � ''
i _i ' ��
�� y�
' - fi - �"M4d�
END BENT 2 PROFILE
�
�, _:
_:,�
���
. �
�
_ Y ` `i„_
� 1 ,
�f � ; =;
, �� _ , ,
��
i� �� � ����
,
�} ` y 1�.j � : :,�;
� �: , '-
,
. _ 7f
� ��
' _�^�+�1" ,
�;y 'V�` '`ft�� � '. �� '�� :i�.>
F-�'y � � - . i � . .
� . �•�.�`..' .
��t
�
END BENT 1 PROFILE

APPROVED JURISDICTIONAL DCTCR�IINATION !'OR\I
U.S. Army Corps of h:nginccrs
'fhis form sl�ould be completed by follo�ving the instructions provided in Section N of the 7D Form Instructional Guidebook.
SECTION I: BACI<GROUND INFORnIATION
A. RCPORT COi�II'Ll:'I'ION UATE FOR APPROVED JURISDICTIONAL DGTCR�IINATION (JD):
R. DISTRIC'I' OFF[CE, RILE NAAIE, AND NUD7BGR:
C. PRO.IECT LOCATION AND BACI<GROUNU INFOR�IATION: Bridge No. 72 on SR I IA3 over Frozen Creek
Sla�e: NC Coun[y/parish/borough: Transylvnnia Citp: Rosinnn
Center coordinates ofsi[c (lat/long in degree decimal forma[): LaL 35.10002° N, Long. -82.87737° R'.
Universal Tmnsvcrsc b(cmator:
Nnme of nearesl ���aterbody: Frozen Cceck (D\\'Q Cinss: C, "fr)
Name of nearest Traditional Na��igable \Vnler ("IT'\V) ]nto which the nquatic resource Flows: 'I'osa�vay River
Nnme of watershed or I-lydrologic Unii Codc (HUC): 03060101010010
� Check if mnp/diegram of review area and/or poten�inl I��risAic�ionnl arcas is/are nvnilable upon requcs[.
❑ Check if other sites (e.g., ottsite mitigation sites, disposal siles, ete...) ore ass-ociated �vith this action nnd arz remrded on a
dilfcrent JD form.
U. RCVIE�V PERrORDIED �OR SITC EVALUKCION (CHEC[C ALL THAT APPLl'):
� Oftice (Desk) Determinalion. Date: September I6, 2013
❑ Picld Dctcnnin�tion. Date(s):
SECTIOY II: SUi�IDIARY OI' �INDINGS
A. RHA SCCTION 10 DCTCR\IINATION OF JURISDICTION.
Therz Are no '7mvignble irnters oJ!lre US." wi�hin Rivers nnd I-larbors Ac� (RI-IA) jurisdiclion (tis defined by 33 CFR parl 329) in the
rzvie�v area. �RequiredJ
❑\Vatcrs sublec[ to Ihe ebb nnd Flon� of Iha lide.
❑ Naters are presently used, or have becn used in tlie pasL or mny be susceptible for use [o Imnsport interstate or foreign commercz.
8splain:
B. CAVA SECTION 404 DETERDII�ATION OR JURISDICTIOY.
'Ihcre Are "x�niers o�dre U.S." �rithin Clean Nnter Act (C�\'A) jurisdic[ion (as detincd by 33 CfR pnrt 328) in �he rzvie«� nrea [Reqt�ire<l�
l. \Vnters of tlic U.S.
n. Indicate presence of waters of U.S. in review nrea (checl< nll thnt npply): �
❑ TNV1's, including tcr�ilorinl seas
❑ \Vctlnnds aAjacent to'fN Ws
� 2clati��ely permnnent �veiers� (RPAPs) thnt tlo�v directly or indirec�ly into TN�Vs
❑ NomRPAVs that Ilo�v directlp or indirectly into'INV1's
❑ Nc�Lnnds dircc�ly abutting KPAVs Ihat lloo� directly or indirectly inio TNNs
❑ VVetlnnds n�li��ent to but not directly abutting RPVVs Ihnt tlo�v dircefly or indircclly into "CN1Vs
❑ \1�etlnnds ncjj�cent to non-RP\\'s that Ilo�v directlp or indircetly inlo TN\Vs
❑ Impoundments otjurisdictionnl wa�ers
❑ Isolatcd (interstnte or intrastale) waters, including isolated �aetlands
b. Identi(y (estimnte) size of waters of the U.S. in thc reriew nren:
Non-�reUand waters: 200 linear fect �vidth (tl) and/or nerzs.
Netlands: acres.
c. Limits (boundnries) of jw�isdiction bnsed on: Established by OHN'\I.
F,levation of established OH\Vbl (if kno�cn): .
2. Non-regulated �vatershvetlnnds (elieck if npplicnble):'
❑ Potentially jurisdiciional u�atecs and/or �vetlands «�ere assessed �vi�hin Ihe review area nnd detennined to be no� I��risdic�ional.
E�plain:
� 6o�es checkcA 6zlo�r shnll be supponed by compleling �he appropriate sections in Sec�ion Ill below.
' For purposes of �his (orm, an RPN is' detined as a lributaq� thn� is not n'fN W m�d Ihat typically flo��s yearround or hns continuous flo�r n[ least "seasonally"
(e.g., typically 3 months).
' Suppor�ine documen[n[ion is presented in Sec�ion III.F.

SEC7'ION III: CAVA ANALI'SIS
A. TNR's AND R'ETLAYDS AD.IACCNT TO TN�Vs
The ngencies �rill assert jurisdietim� over TN�Vs nnd wetlnnds ndjnceut to TNR's. If the aquntic resow•ee is a TN�S', mmplete
Secfion III.A.I nnd Secfion 1[I.D.1. only; iP the nquntic resource is n�vetlmid ndjncent to n TNVV, complete Seetions IILA.1 and 2
and Secfion III.D.1.; otherwise, see Section III.f3 below.
l. 'I'NR'
Identify "IN�V:
Summarize ralionnle supporting tietermination:
2. R'etlmid ndjncent [o TN�\'
Sumnmrize rntionnle supporting conclusion that wetland is °a�lacenl":
B. CHARACTERISTICS OP TRIBUTARY (THAT IS NOT A TN�V) AND ITS ADJACENT \VETLANDS (IF ANl'):
This section smmm�rizes infm�inntion regnrding chnracteristics of the tributnry and its ndjncent wetlnnds, if niq•, mid it helps
determine ��•hether m� not tlie standards Por jurisdiction estnblisiied under Rapanos hm�e been mef.
The ngencies will nssert jm�isdiction over non-nm�ignble tributaries of TNR's ���here the iribufnries m�e "relatirely permnnent
watcrs" (RP�Ys), i.e. tributnries th�t h�pically ilo�v year-rowid or have continuous ilow nt Icnst sensonnlly (c.g., typicnlly 3
mouths). A�vetlnud tha[ directly nbuts nn RP�V is nlso jw�isdictionaL If the:iquntic resow�ce is not a TN\V, buf hns year-round
(perenninl) (low, skip to Seclion III.D.2. If lhe nquntic resource is n wetlnnd directly abutting a tributnry with perennial Oow,
skip �o Scction III.D.J.
A wetlnnd thnt is adjncent ta but ihnt does not directly nbut nn RP�V requires n signiPcant nexus ernluntion. Cm�ps districts nnd
GPA regions will include in thc record nny avail:�ble informntion thatdocuments the esistence of n significnnt nesus behrewi n
relntively permanent tribut�ry that is not perenninl (nnd its adjacent wetlands if nny) nnd n h�nditionnl nnvignble wntm�, even
thmigh n significant nexus finding is not required ns m m�ttcr of Inw.
IP the �rnterbod�' is not nn RPR', m� n�retlnnd directly nbidfing nn RPR', � JD will require additional datn to detennine� if the
���aterbody hns n significnnt nexus with n TN�V. If tlie tributnry hns ndjncent wetlnnds, the significant nexus eraluation must
consider the tributnry in combinntion witli nll of its adjacent wetlands. This significmit necus evnluntion Ihnt combines, fm�
analyticol purposes, ti�e tributnry and nll of its adjncenl wetlnnds is used whether the review area identified in the JD request is
tl�e tributnry, ar its adjncent �retlnnds, or both. IPthe JD covers n tribufnry with ndjncent wetlnnds, complete Section III.B.] for
the� tributary, Section 111.6.2 for aip� onsite wetlnnds, and Section III.B.3 for all wetlands �djncent to thnt tribufnry, both misitc
and offsite. The determination whether n signilicnnt nexns ecists is determined in Section III.0 below.
I. Chnracterisfics of non-TNR's tlmt Flow direcHy or indirectly into "I'NR'
(i) Genernl Aren Conditions:
VVntcrshed sizc: Pick List
Drninagc nrea: Pick List
A��erage annual rainl'nll: inches
Arcrage annual sno�ciall: inchcs
(ii) Plq�sical Characteristics:
(a) Relationship �vith TNW:
❑ Tribulary flous directly into "I�\V.
❑"I7ibutary Flo�+•s through Pick List tribumries before entering'IN\V.
Project �caters are Piek List river miles tYom T'N�V.
Projec� �vators arc Pick List rivcr miles Bom RPAV.
Project waters are Pick List aerial (straight) miles Gom'PNN'.
Project �ca�ers nre Pick List aerial (s-traighQ miles Crom RP\V.
Prolecl �valers cross or sen�e as s�ate boundaries. Bxplain: .
Idcntif}� Flo�r route to "IN W': .
Tributnry s�renm order, if knou�n:
' Nole �hat �he Ins�nictional Guidebook conlains atldifionnl infommlion ccgardine swnles, dilches, �c,uhes, and e�osional (e,llures generally and in �he nriA
Nes�.
' Plo�c route can be described b}� identitying, e.g., Iribulary n, e�hich Oo��s Ih�ough Ihe rerie�r are,�, �o �low in�o Iribulary� b, n�hich �hen Flo�rs inlo'I�N\V.

(b) Gcncrnl Tributan� Charnc[cristics (check nll tl�nt ap�}l �]:
Tributnry is: ❑ Natural
❑ Artificinl (mnn-mnde). F,xpl�in: .
❑ binnipulnled (man-allered). Espinin:
Tributary properties �vith respect to lop of bnnk (estimale):
Average width: @et
Avecage dop�h: fcet
Average side slopes: Pick Lisf.
Primnq� tributnry substrate composilion (check all Ihnt applr):
❑ Silts ❑ Sands ❑ Concrctc
❑ Cubbles ❑ Gravel ❑ �4uck
❑ Bcdrock ❑ Vcgc[�tion. Typd%coacr:
❑ Othec Hsplain: .
"fributary condition/stability [e.g., highly eroding, sloughing banks�. E�pinin:
Presence of rwilrif0e/pool compleses. 6splain: .
Tributaq� geometq�: Picic List
Tributap� gradicnt (approxim�tc nvcrn�c slopc): °/a
(c) Flou:
Tributaq� pmvides for: Pick List
Gstima[c avcragc numbcr of flo�v cvcnts in rc��ie�v �ren/ycnr: Pick List
Describe Flow regime: .
Other infomiation on duration and rolumc: .
Surfncc Flow is: Picic List Chnracteristics:
Subsudace tlow: Pick Lisf. C�plain findings:
❑ Dyc (or othcr) tcst pertornred: .
Tribulnq• hns (check all that npply):
❑ 13ed and banks
❑ OHVPM6 (check all indicators that apply):
❑ clear, naturol line impressed on thc bank
❑ changes in the charneter of soil
❑ shelving
❑ vcgctntiom m�ticd Ao�vn, bent, or nbscnt
❑ le�f Iitter disturbed or �vashed n�any
❑ sediment deposition
❑ �ratcr staining
❑ other (lis[):
❑DiscontinuousOHWNI.� Expinin: .
■
■
■
■
■
■
■
the presence of litter nnd debris
Aestruction oftcrrestrial vege�a�ion
the presence of wrack line
scdimcnt sorting
scour
multiple observed or prcdic[ed flo�s evcnls
abrup� change in plant communiq�
If fxctors other than ihe OHIVbI ���ere used to determine lateral estent of CAVA jurisdiction (check all tha( apply):
❑ High "fide Line indicated by: ❑ n4ean I ligh 1Vater Mnrk indicntcd by:
❑ oil or scum line along shore objccts ❑ sun�ey to availnblz dalum;
❑ tine shell or debris deposits (forzshore) ❑ physicnl markings;
❑ physicnl markings/characteristics ❑ rege�ntion lines/chnnges in vcgetn�ion [ypes.
❑ tidal gauges
❑ other(list):
(iii) Chemicnl Chnracteristics:
Chawclerize tribu�uq� (e.g., waler color is clear, discolured, oily film; �cn(er qualily: general �antershed characteristics, ete.).
8�plain:
Idcntify spccific pollu�ants, ifknown: .
6A naturnl or mmrmnde discontinuity in Ihe OI I\YM does no[ necessarily seeerjurisdic�imi (e.g.. �vhere Ihe strcam tempomrily ilo�cs undergmund, or o�here
Ihe OHIV\4 h:�s been removed by developmen[ or aericul�ural p�attites). Where Ihere is a break in �he OI I\\'\4 [ha� is wirela�cd �o Ihc watcrbod�'s Ilow
regimn (e.g., Oo�e ovcr a mck outerop nr tlirou�h n culvect). tlic agencics will look for indicamrs of Ilo�e above and belo�c tlre brsak.
'Ibid.

(iv) I3iologieal Chnracterisfics. Chnnnel suppa�ls (check nll Wnt nppiy):
❑ Riparian corridoc Chnrncteris�its (type, aremge widlh): .
❑ R'etland ��in�c. Chnrac�eris�ics: .
❑ Habitat for.
❑ Pedcrollp Listed species. Explain findings: .
❑ Pish/spmvn areas. Esplain �inAings: .
❑ Other environmentally-scnsitive species. E�plain Gndings: .
❑ Aquatichvildlil'e diversity. Cxpinin fndings: .
2. Charncteristics af wetl�nds ndjncent to non-TMV t6nt Ilow directly or indirecUy inro TN\V
(i) Physicnl Chnrnctcristics:
(a) Grncral \1'etland Characleristics:
Properties:
�1'elland size: acres
�Vetltind type. Bxpinin: .
Wetland quali[y. 6xplain: .
Project �vetlands cross or sen�e as state boundnries. Explain:
(b) Gencrnl Flo�a Relationship �ri�h Non=1N W:
Flo�v is: Picl<List Bxpinin: .
Surfncc flow is: Pick List
Charncteristics: .
Subsurfncc [lo�v: Pick List Esplain findings:
❑ Dye (or oiher) lest performcd: .
(c) �Vetland Adiacenev Determinntion witl� Non-'I'vV1':
❑ Directly nbutting
❑ nbt directly abutting
❑ Discrete �vctland hydrobgic connection. E�pinin:
❑ 6cologicnl comiection. Explain: .
❑ Sepnrated by bcrn�/bnrriec F.xplain: .
(d) Pro�imitr(Relationship)toT'NVV
Prqlect ���eUands are Pick List river miles Gom "I'uN.
Projec� a�a�ers arc Pick List nerial (s�raight) miles from TNN.
Flo�v is from: Pick List.
Estimate approsima�e locntion of �cetland as �sithin lhe Piek List Iloodpinin.
(ii) Chemicnl Chnracteristics:
Characlerize �retland system (e.g., �vnter color is clear, bro�rn, oil �ilm ai surfner, �cater qunlily; general �calershed
charactcris�ics; ctc.). F.xplain: .
[Aemilp spccific pollutnnts, if kno�vn: .
(iii) Biologicnl Chnrncteristies. �Vetland supports (checl<nll thntnpply):
❑ Ripnrian buffee Characteristics (typc, nveraee �vidlh): � .
❑ Vegcta�ion q�pe/pertenl covee 6�pinin: .
❑ Ilabitat for:
❑ Federally Lis[cd species. Ezplain lindin@s: .
❑ Pish/spa�an areas. E�plain �indings: .
❑ Other environmentally-sensitive spccies. h:xplain findings: .
❑ Aquntic/�vildlite divcrsity. 6xpinin findings: .
3. Chnrncteristics o( all a•etlands ndjncent to the tributary (if any)
All �vetland(s) bcing considerad in the cumulatire nnalysis: Pick List
Approximntely ( ) acres in �otal nre being considere� in ihe cumulative analpsis.

�or cach ���ctlnnd, spccity the follo���ing:
Directly nbuts? (\'N) Size (in �cresl Directiv abuts? (1'/N) Size (in acresl
Summarizc overall biologicul, chemical and physical funclions being perFormed: .
C. SIGNIRICANT NEXUS DCTCR�IINA7'ION
A significmrt nexus anel,ysis will nssess the ilow chnrneferistics nnd funetions oS the tributnry itself nnd the fimctions performed
by miy �vetiands ndjacent to the tributnry to determine iP H�ey significnnHy n[fect the chemicnl, physicnl, mid biologicnl integrity
of a TN\V. For each of the follo�ving situntions, a significant ne�us esists if ihe tributnry, in combinntion with nll of its ndjncent
wetlnnds, hns mm�e thnn n speculntive or insubstantinl etfecf on the chemicnl, physicnl nnd/m� biologicnl integrity o[a T��V.
Considerntions ���hrn ernlunting significant nexus include, but m�e not limited to the rolume, duration, and frequene}� of ihe ilow
of wnter in the tributm•y and its pro�imity to n TNV1', nnd the funetions performed by the tributnry nnd nll its ndjncent
wetlnnds. It is not nppropriate to determine significnnt nesus based solely on any speci�e tl�reshold of distnnce (e.g. behvicen �
h�ibutnry and its adjneent wetlnnd m� behreen n tributnry nnd the TYVV). Similnrly, ihe fnct nn ndjncent wetland lies �rithin or
outside of n Ooodpinin is not solely deterroinntire of significmit nesus.
Drmv comiections behveen the fentures documrnted nnd the efTects on Hie TMV, ns identified in ihe Rapnims Guidm�ce nnd
discussed in the Inslructional Guidebook. f nctors to consider include, for esmnple:
• Does the tribulaq�, in combinelion �ciih its adjnecn� �ce�lands (ifunr). have the ci�pacity to carry pollulanls or flooA �vaters to
TN\Ys, or to reduce the amount oCpollumnls or flood �vnters reaching n'fNVV?
. Does the IribWary, in wmbinntion �cith i�s adjacent �retlands (if nny), provide habita� anA lifecycle support funetions Cor fsh and
other specics, such ns Iccding. nestin�. spa���ning. or renring young for species thnt nre present in the "I�N\V?
• Do�s the tribWaq�, in combination with i�s ndlacent �vetlands (if any), hnve thc enpnci�y to trnnsfer nulrien�s and orgflnic carbon tlmt
support Ao�vnstream food«�ebs?
• Does the tributaq�, in combination with its adli�cent �cetlands (iCmry), have other caLnlionships to the physicnl, ehemicnl, or
biologicnl intcgriq• of the 7NN'?
Note: the abore list of cmisiderntions is not inclusive and other functions obscrved or Icnown to occur shoidd be documented
below:
1. Significnnt ne�us findings fm� non-RPW fhat has no ndjncent wetlnnds nnd ilows directly m� indirectly info TN\Vs. Esplain
findings oCpresence or �bsence of significant nexus bclow, bascd on the tributnq� itself, �hen go to Sec�ion IIID: .
2. Significnnt nexus finAings fm� non-RP�V and its nAjncenf wetlnnds, whcre the non-RP�V ilows directly or indireetly inta
TNR's. Expinin findings of presence or absenee of significnnt nezus belo�v, bused on lhe tributaq� in combination �rith alI of its
adjncent �rcU�nds, then go to Seclion III.D: .
3. Signifieant nexus findings for wefimids ndjncent to nn RPAA' buf thnt do not directly nbut the RPW, E�plein findings ol
presence or absence ofsignificant nesus belo�v, bnsed on �he Iribu��q� in combination o�iUi all oCits adjacent �setlands, Ihcn go to
Scction IILD: .
D. DGTCR�I INAT[OYS OF JURISDICTIONAL �INUINGS. TH� SUBJ�CT \\'ATERS/1VGTLANDS ARE (CHCCIC ALL
THAT APPLI'):
1. '1'N�Vs nnd Adjncent �Vetlnnds. Chztk all Oiat apply nnd provide size es[imates in review area:
❑ "I`N11's: linear feet �vidtl� (fi), Or, acres.
❑ Netlnnds ndjacen[ ro'I'N\Vs: acres.
2. RP�Vs thnt Ilow directlp or indirectly into TNR's.
� Tribu�nries of'IN\Vs �vhere tributaries q�picnlly Flon� yeao-rowid are jurisdictional. Provide data and ralionalc indica[ing thnt
tributnq° is perenninl: "fhere is a o�ell-de�ined ch�nnel and tl�e stream is sho�vn as a perennial s�ream on �he USGS topogrnhic
mnp.
❑ Tribwaries ot TNN �vhere �ributnries have continuous Flo�v `seasonnll}" (e.g., typicnlly three inunihs each year) are
jurisdietioneL Dnta suppor�ing this conclusion is provided nl Sec�ion III.F3. Provide rationale indicating �hat tributap� flo�cs
sensonal ly: .

Provide estimates for jurisdic[ionnl wnters in the recie�v area (check all lhat apply):
� Tributaq� wntcrs: 200 linenr feet widlh (fl).
❑ Other non-�vetlmid o�aters: acres.
Idcn[if}� q�pc(s) of �enters: .
3. Non-RP1Vse that flow direetly or indirectly into TNVA's.
❑VVaterbody thut is nul i� TN W or mi RPVV, but flo�vs directly or indirectly into a'I'DlVV, nnd it hns n significant nexus �vi�h n
'I'NN is jurisdic�ionul. Da�a supponing �his conclusion is providcd at Scction llI.C.
Provide estimates forjurisdictionnl wnters withio the revie��� area (check all that apply):
❑ Tributnq� �vnters: linear feet �cidth (Il).
❑ Othcr non-wetland �njlers: acres.
Idcntify [ype(s) of wijlars: .
d. �Vetlmids directly nbutting nn RP1V that (low directly or indirectly inta TN�Vs.
❑ Wetlands directly abut RPVV �nd thus nre I��risdic�ional as n�jacent weUands.
❑ Wetlands dircetly nbutting an RPVV a�here Icibutaries q�pically tlo�v yeao-round. Proride data aud rationale
indicnling that tribwaq� is perennial in Scction III.D.2, nbore. Provide rntionnle indicn�ing �hnt �aetlnnd is
directly abwLing an RPN: .
❑ Wctlands dircctly nbutting nn ItP1V �vhere tributaries lypically Ilow "seasonnlly." ProriAe data indicaling that tribatam is
sensonnl in Section III.B and mtionalc in Scction ]II.D.2, �bovc. Provide rntionale indicating �h�t �ectl�nd is directly
abutting an 2P1V: .
Provide acaagc estimntes for I��risdiclional ���etlands in Ihe rerie�r erea: acres.
5. AVetlnndsndjncenf to but not directly nbutting nn RP�V ihnt tlo�r direcfle ar indirectly into TN�Vs.
❑ 1\'e�lnnds thnt do nol directly abut an 2PW, but whcn considcred in combinn[ion ���i�h Ihe tributmy to which they ara adjacent
and �rith similarly situatcd ndjncent wetlnnds, have a significant nesus �vi�h a TNIV are jurisidic�ional. Dsta supporting this
conclusion is provided iU Section [[LC.
Proride acreage es�inmtes Cor jurisdic[ional wetlnnds in �hz review nrea: iacres.
6. �Vetlands ndjacent to non-RPR's tlint Oow directly m� indirectly into TNR's.
❑VVe�lands ndjneent to such �vaters, and have �vhen considered in combination ��°ith tlie tribulary ro�vhieh �hey nre adjacent nnd
���ith similnrly situaled adjacent �retlands, hnve n signifiean[ nesus n•ith 1'IN�1' are I��risdictional. Dnta supporting this
conclusion is proriAcd n� Section IILC.
ProviAe estimntes for jurisdictional a�etlnnds in �he revic�v nren: ncres.
Z Iinpoun<Iments ofjm'isdictionnl �vaters.'
As a general rule, lhe impoundment ofnjurisdic�ionnl tributary remains I��risdictionnl.
❑ Demonstre(a Uiat impoundmen� �vas crcnted from "�vnters of tlie U.S;' or
❑ Demonstraro Ihnt �snter meets the criteria Cor one of �he categories presented abore (I-6), or
❑ Dcmonstr�te Ih�t �raler is isola�ed with a nezus to commeroc (scc C bclo�e).
E. ISOLATCD �INTERSTA"I'C OR INTR:1-STATE� R'ATERS, INCLUDINC ISOLATF.D \VGTLANDS, TIIE USE,
DCGRADA'I'IOY OR DESTRUCTION OP �VIIICH COULD A�f ECT INTGRS7'A'I'E CO\Ii\IERCE, INCLUDING AN�'
SUCH \5'ATERS (CH6CK ALI. Tt1AT APPL\');�o
❑ which nre or could be used by inters�ate or forcign travelers for reeren[ionnl or other purposes.
❑ Gom �ehich Osh or sl�cllfish nre or could be �aken nnd sold in interstate or foreign cominerce.
❑�vhich arc or wuld be used for industrial purposes by industries in in(crsta[e wmmcrcc.
❑ Interstate isola�ed �vaters. Esplain: .
❑ Other fnctors. E�plain: .
"See fao[na�e k 3.
' To complctc �he mmlysis cefer to �he key in Sec�ion III.D.6 of thc Instructimml Guide600k.
�" Prior to asserling m� declining C�Y:\ jnrisdiclion based solely on Ihis cnlegar��, Ca�ps Dislricts ���ill elerale �he nrlion lo Corps nnd EPA IfQ fm�
revierr consistent �cith fhe procev describe� in Ihe Corps/GPA A/enmrnndum Regivdiug CII:I .I c( huisdiclinn Follo�ving Rnpnnos.

Identify wnter bod,v and summorize rationnle suppating determination:
Provitle es'tima�es for I��risdictionnl wn�crs in the revie�v nre� (check nIl �hat applp):
❑ Tributaq� a�aters: linear feet �t°idlh (ft).
❑ Olher non-wetland �vaters: acrzs.
Iden�itp lype(s) of �vaters: .
❑ \Vctlnnds: acros.
NON-JURISDICTIONAL �VA7'ERS, INCLUDING R'E'PLANUS (CHECIC ALL THAT APPL\'):
❑ If potential �eetlands «•ere assessed �rithin �he revie�v area, these nrens did not meet tl�e criteria in tlie 1987 Corps of Lneinecrs
Wctland Delineation bfanunl ancVor appropriate 2egional Supplements.
❑ Rcric�e �ren included isolated �vaters �vi�h no subslan�ial nexus to interstate (or foreign) conuncree.
❑ Prior to �he Jan 2001 Supreme Couct decision in `Sli'�li\'CC," the revie�r area would ha��c been regulated based solzl}, on the
"�ligrntoq° 6ird Rulc" (b]BR).
❑ Wnters do not meet the `Signifiennt Nesus'� stnndard, �chere such n finding is required Corjurisdic�ion. F,xpinin: .
❑ Other: (explain, ihiol coaered above): .
Provide acreagc estimntes lor non-jurisdictionnl ��°aters in tha revie�v aren, wherz Ihe sole poten�inl basis oCjurisdic�ion is the IvBR
factors (i.e., presence of migrntoq� birds, presence oiendnngered species, use ol �vater for in�ieated aericulture), using best protessional
judgment (check all lha� apply):
❑ Non-�vetland �vaters (i.e., ri��ers, slreams): linear feel n-idth (ft).
❑ Lakcc/ponds. acres.
❑ Other non-�retlnnd �calers: ncres. List type of nquatic resource: .
❑ \Vetlands: acres.
Provide ncre�ge estimntes for non-jurisdictional �vn[crs in thc revic�r nrw thal do not meet Ihe "Signifiennt Nexus" standard, �vhere such
a linding is required for lurfsdiction (check nll tliut apply):
❑ Non-�setlnnd watars (i.e., rivers, streams): lincar Ceat, �vid(h (R).
❑ I.nkes/ponds: ncres.
❑ Otlier non-�vetland ���aters: ncres. I.is[ tvpe of �qim�ic resauree: .
❑ Nctlnnds: ncres.
SGCTION IV: DATA SOURCGS.
A. SUYPORTING DATA. Data reviewed Cor JD (check nll that apply - checked itcros shall be included in case file nnd, where checked _
nnd requested, appropriatcly rofe�once sourees belo�v):
� binps, pinns, plots or pinl submittcd by or on bch�lf of thc npplicnnUconsul�anC August 2013
❑ Data shee�s przparecUsubmitted by or on beholf of the applicant/consult�nt.
❑ Oftice concurs �vith da�a sheets/delineation report.
❑ Of[ice does not concur with dntn sheets/delineation rzport.
❑ Data sheets prepnred by the Corps: .
❑ Corps navigable �vaters' study: .
❑ U.S. Geologicnl Survcy Hydrologic A�las: .
❑ USGS NI IU daUi.
❑ USGS R and 12 digi� I IUC mnps.
� U.S. Geological Sucvey map(s). Cite scalz �C quad mm�z: I/24,OOD: Eas�aloe Gap
❑ USDA Nntural Rcsourccs Conscrvntion Scmicc Soil Survcy. Citntion: .
❑ Nntional �ceUands inventoq� mflp(s). Cite nama: .
❑ State/Local �setland inventory mnp(s): .
❑ PG�9rVPI2n4 maps: .
❑ 100-year Floodpinin Elevation is: (Nntional Geodectic Vertical Datum of 1929)
� Photographs: ❑ Aerinl (Nmne R Dnte): .
or � Other (Nnme & Dale): November 201 I -
❑ Prerious detennination(s). File no. and da�e ol response letter. .
❑ AppGcable/supporting cnsc law: .
❑ Applicable/supportingscientifieli�ernture: .
❑ Olher informxtion (please specify): .
6. ADDI"I'IONe\LCOi�LUCNTSTOSUPPORTJD:

Davis, Mark S
Fram:
Sent:
To:
Subject:
Attachments:
Mark,
Husband, Katherine L
Tuesday, September 17, 2013 2:08 PM
Davis, Mark S
Transylvania Bridge N0. 72, 10-03-0123: No Survey Required (Historic Architecture)
Transylvania Bridge 72.pdf
I took a look at the location ofTransylvania Bridge No. 72 on Frozen Creek Road. With an APE of 75' from the centerline
each way and 300' from each end of the bridge, there are no properties over fifty years of age within the APE. HPO GIS
information shows no listed, eligible, or surveyed properties within the APE for this project, and Transylvania County GIS
information/Google Maps show no structures within the APE. There are no National Register listed or eligible properties
and no historic architecture survey is required. If design plans change, additional review will be required. This email
serves as the updated "No Survey Required" for this project.
Kate Husband
Architectural Historian
Human Environment Section
Nor[h Carolina Department of Transportation
[phone]
Bnail correspondence to and from Ihis senAer is sul�jecl lo the N.C. Public Records Lavi and may he discloseA to third parties.
� ` - •-• i t : _ �.
SCP1%2013
�IVI�I�N 14

-...5 �y �' s T��'J' ' 1� t1� 'L.
i.�. � ��Y. �,r�l � �' �` i µ r' f. � N � ��` , w
���ci�' �r s �.�•y{ ;�'W— h � ♦ �� �� �:.
���` ��yM�� .,.- Y_ lyS�i ,..i �A- aY/
�1 '�
��. � �< ..j ajt =,?tr. �"'S"ItS � � !� �;
rl sR � " `�°t...yF r � �"` J � � t�nc �� 4.-
� �r'_ �S�:T�G1�l � � . I A �
1 v. . �.,.,( � - _ � . `� 1•
ti Z 2
'S���f� _ `�' „ �'t��!}'a} _'}i�
l `
. � ''��""�. -,��,: +,' ,� v �.
,V• � 4 `��` `�- h ^'�.� -�
� . � Y ' . , --�` , ""a�:!`' ..� ' '.' i �
�^'�._ •
�. �� � � 4. k . � _
�i Y�=.-t , � . . + � �:� 5 �. . •_' y �, �;.,
, '..Z3` � �„',M����; �7�r " _-s �•_. �,�yJ ..j .
- �.dr �• (,�Q� ��`r t "t` — ;.!'ti ri"'�'7 .c r
:� � �s.., ^'��..1e.i .,2°`i.�;:y ae `� ,.< .,,�•�,�4��
�_ �,ra :���.. � N"�?'1`�. �=_ .�� �t�:. T-1
�Cfi . �I �. rY3.' .� vi� ` ; � ^
f �.. . � ' `.�, 1�, S 4d�' . .
� +7�
r ��� . � . _-_
� � i
�l. �.' _ �. � . r �'s .��.� +�.ti..�___�. _
F �` �� � • -��` _
�; �� ��; ��., ''"�. '�' .y :`;i' � S -
„+ �. �"''� : s r
`�. s�* � ,. "
set r:� a�«a b �`Y : -
, } ,� �, �` . � .
b�� .d °fri'ti� '>>`�. � i 7�' �y 's�.�
, ,- .;: �° 1., T s,. r '��'.a,�'� � $
. ���D� '� � _* �_j4� ,�- 1� '1 `x, \ Q'.� �eL'�4�•
�.... ' .` 3 , . "� ' ,� 1� �.
.S l � 4 �T"�-1 �•� fii
A .-���y t . � ♦ � X.
� "- . 1, ' � ' �° � �� � ' �` F--
� ` , �'
�' • , ` � .' �' ,� '?-
`b y'a -.. :t>,i `... ` .. . �y
<, sf �'.a * '�t�' T 1� ��`t''�w
,z
, . • � � ,� r ..�;,r, ��� �{.,,�� Y .
,�" = Y4 � , ; � .�.,,,ic,4��.� '� �fi�.
�fi �_ � .� �� � ,� t _ ti '`f4t it
1 :. .F. . �� " 1�� �. � �ri *pr�• [ 1�;�1 � ���.��
� t '� � t`� � ' � r �.� V .
,r p , : `;�r.� .�-. , t �� ' ;{�!�" .'g F.
_ /{-� , Z` r ''; 01 ��`�4 ±�;I.t� '���� .
r r . �._4 tY .�'N.• � ' ",} ; L•
., tl �;'� ��c ��y-` � t e� ,jy iA:
.4,� .. �i '`t�``l S f / � '; t kS _ ^
� - i �� `Y� �\ � 'll I t..�
"'-� � t, ;t:r, . .✓i � r � I . t: � o
- � � �v . � � .,�{ r 'Y. `J� + Z
i• !• !6 �- . . � i � � � �' ` �r� �� v
.f• � �] � � S �, ���� /'�r'+ ' . � , � r ,� �
�� �T,1�� I r+'�'.1. y. � µ."
�. . �U �
r`. } �f� ro m
� . � ,` q'L� . � °.,,� � �: "_Q� �t ,. a �o
,� � ; � y. � �,5 .r �, �� ��
� �'Se� > y ;' , . L r; : -*`' >
: lt �,,�.� t.�. �,,
; j c �,a -�� �'t.Ly.�,.' �.- �� � c
�c- -"�.� :�- _ =%>.: F

�J ri� � �� r � . ' � 1.� AI r - ' �
� amp� , �' V �� �:.� �) 1"li �i' � ' t„�{ , � �r 1 V'4,TIy1\>�l'{d•'OIi1';J'C � �� i:� � �:�.i'
� , � � � l. � � ���,�' � . � � � �
+ � w� � f � i � 1� , i. FS� u: 1 �, � .� F, i j: � .
� � �. � � . �. , � �,SF , � �, . oy�o / r � �
i , t - 1 � �' %, i � ; ! . F� �
.. w'l"/ i : � ���• � ii�.�. ' �� E'� . i � : � � , <
�' • . � i � . � - � � ;.�.� ' . . � ���n � 1� �
I i o5
�I : � ` �',.. r 1' il i � / ..�}� , ) . ��� . ' � l, � � � ' � . i . � I ����
� i (I �, � _� ) ./ � � / r .' � 1 ��
�� r� � � , � y, .. i � i. � i .f7 `� I �u�
�;.1 � �J �,, � , �. � , � �,�,�� � �,
i � � ' �p � � �� ���q�� � � 7�. � ' �� � . ew;cs � ��'� r ���� � � ��I.,� ��.')
� � i ) / ,i � -� � ' y.-5 / � 1� � .�u ' . J � i � �, � ��. Fro2dD � �' �' Tl
� . �f� li � ��5� /�l I � . � �,{1' ��� � _,z Knob ! ��+
� � � :� � = �' ��, i �/j�� , %ii � � :
1 f �� ��� � y � � �� � i iatt � �V � �1 � r � �
. • i' ��� � r -.. � ` ,�' :..�} � � - . .� �
f i �� j� '_1 1 If_� �. i � ri.'� h�,��'�� �.� �� �• �n�Y...�� � � �•' ( ,�,.
�1 "" /j
n , y'. , �i ' . "(G -� �..'. . i �� ( ,�� , ���� .���i
i �/ t . , \ ii- 1� I 7
r % . � S E a , r �. \ .�' .
) i . a Zt . . , , �
� l � � I' , � r ` � l . . �[ •, i � . L
�1 fi., �)��: -�1 / . - � . ,' . k� , .. � � _ �r:�� . ( .
=�� , 1 . . r � l i . � �v -� 1�� .
I 4 ) i. _ �'. i�-� lJ` �.�_��
f - '1l l � ,�_' � !� 'i 2 '� � _ ,� � it '� i'
�
�) v'. � t _-�I %a'. � r � ir'., i _ I �i 7 . \'j �.
/ 1, �1 .� � �� ' , , �� - � , : i ��� .,� � . )
5 (� i i' . �( l,-'��..I i � r\'. �� �f.. il '�� �i.,- �//�
6� �.-5 .� '. . I � -. � t �� . ; � � l � I°/'�,�
��� , �, , ,, . , � , _ � � � ,
� ," — �;, '; � -i , � , � , � , , Z1,�';r
� •c , / � ,
� t .' . .. . , $ - � .; .'r Ivii
� � t I, ; i , , rr � �.n i�
4 � i ,I . , � �J,r. ,�� �
� � � � � [1 � 7� T �.(� 1�� � ji'' I � �� .. �� � ��t � � .t ' � kj
,. .. . �.i - � . . ��.. �'� �� 1`. f.�� ]` �(` .�i' i; +, � i. � �' � 1;°,
i ♦ 1 i r
�� . ,' ' ��. .. . 2,a , � . .i ,1..
� 1 II.T 1
1,. j' �
���� il f _ � �'N� �'1� V 'I� 1 `� �1 ' / ' ♦ -!';� ,�
� l. � � 0 ' - l. � . ' �( , i� A � . 1
I� ' �;', � _ .�; } J _. i ..� +, v .,; - . . ' '- . ' ���,;; � �� ,'•, !'
� ) - . f � �'`.i i �t' �1 i , r r1 �` 1�• _
4 ` , ,,.,: '� , � � � � . `, , � , , ' � ' , ` ; �' ,d r�-» �-
II�71�i:_ ., - �� � __ J . i �:� ��.. ...i _ . � .. .'�� ..._ . i �. ,li� ./���\ �.... �. . .i�. . �.� .

NO SURVGY REQUIRGD �ORNI
PROJGCT [NFORD1A'190N
Prnjecl No: Str. # 570073
11'6S No: 42603. l.ST I 4
Cou�+l��:
Documenl.
Prnleel7i'aeFinS Nn.lGue��ml Uxrl
Transyh�ania
PCE
10-03-0123
I�ED
AUS p � pQl2
F.A. A�n: Fundriig: ❑ State � Feder�/�V�(�,0� ��
V
Federul (USdCE) Permil Requirc d? ❑ Yes ❑ No Perntil Type:
Projecl De.ecripliun:
Replace Bridge No. 870072 nn SR 1 143 in kind �vith off-si(e detours, There will be minor ditch-line
impacts. Area of potei�tial effects (AP�) is 40' eitlier �vay from the centerline of the bridge and 200' fi�om
eilher eud of Ihe bridge.
SUMMARY OF CUL"TUI2AL RCSOURCCS KIiVILW
Brie/��le.�rrrption uJ�rcrietr «clirilir.e. re.r�dLe o/)�ei�icir, und cunchr.eion.�':
Review of HPO quad maps, his�rn ic clesignations roster, and indexes was widertaken ou 22 March 2010.
61sed on this revie�v, there are uo esisting NR, SL, LD, D13, or SS propertics in the Are�i oC Pote�tliTl
Effects. The CRS also revie�ved Trnnsylvania Couuty G[S aerial pholographs and tax records and lhere
nre no propeities ovcr tiRy years of age located within the speciGed APE. According lo thc NCDOT
I listoric Bridge Sun�ey, Rridge No. 570073 is a 1993 bridge that replaced an carlier 1952 bridge; as such
it is not eligible for Nalional Rcgister lisling.
Brief E.ip/nnu/inn o/lrlrn Ihe urui/ub/e ui/brnmliat provides u re�/iuble hasi.v %or i'easana/�1�� prec/icting
Ntul there rrre ��o turidenti/ied /ri.clnric prn��er/ies in Ihe APE:
Transylvauia Counq� GIS indicated that there are no properties over fifty years of age in fhe specitied
400' APL-: corridor.
I� INllING 61' NCDO'f CULTUReU, RIiSOURCi,S PRO�ESSIONAL
NO SURVEY REOUIRED - Hisroric Architeehu�e
25 M�RG+� �2� � o
list
'.,A'n Sw rcr R, ynii�rA" Ini m lur-.1 /inor- Prunsponnrluu /Ozyi cls nc Onnl(lia[ (u �Lu `Un" Pm�,�ruunmii� d erromrni.
�P( UOT.Ir-d�n.vlu�r d' llirwnr.bilrl�.�unr (irnu/�c
Date

on nrn � °� ���! '�';j.: '� r)i.��� .:li,'I . . �y�yZ:lli, V4TIy��isi1�',:--1'UIi1�:S'C-.-�4 � �.�-�r �.�����
� p� �__ , ,� �� , �,��;1 � -�,� . ;
� � ' � Il r �+�', i�2_ � �_ � � �� -� t- �
�, � �,,
� j _ i , .i' . ` 'L ��> � , � � � �
� � : F ° 1 i
i � I.� ( ' � � . � �SS n�id . � (: ���P � �" i �
�',� . , ) 1 / i I i �, � • � � FR� . � 0� , �;.. 7 r 1;1
� 1 . � �. i� \ . L.� 1 4 / 1 '/
� • \ 1 /' � / I � � �,-1 /� . ' • ` . ' � , -y
% 91
�� ��'�� ! �� �,'1 ��. ��� . p �I�"� � •. ! 1 'C �� . - �� ir i, �� ������
�i ' a � ,� � �� �� � ; � � � l� � � S�- i � :
. ,.� _ ;' / �� � y �� . .
f�V �/. . i\ �. (`.. ..-.i ..t
'•. � � 1'� I� 1 li��t '"j � _,. � `I ' 1 '' � rri'.3 � , c �� �1'��l
- � ' °�r; . ��.( � � 1.' „ � � �� �roxdn � i I ,-
i� � ��� � .�. , A`d / �� c_ i .. � : l � ._ �' _ ic,ob :
I i �< � � ' �. . 1 pl� f .�., �
1 ( /1 r 1 S �1� f y •�{ r� - � •1 ,.J 1a�y�t � / �, �}�' ❑'I �, �.
., e 1
� 1 �P— j� 7�� �,!) � , � �1 ,�_ ��i -���� � C:.�� ��i -U.�_ �� - =, i i;�
' 1�� / . � �` _ / � �1' b ,1 � ) � i �\ \ �ii'�t � � � � ;�. � � i� �
,� - i � �_ . � ,� ,�i F -FG -' ..i � ���. �� � � ,,- - ���,�, � �L
� � � � ' +' � � -- L� R � ' '� (— �
�'�� ; ,� � ;.;� � , . i ,. � . � �; �, ,� ��
� � ��j �� �S �� � � �` l�, A � � � ' i , � � `'�
� S�l i , � ♦ l„ �, r (_':t' ' �� �, ���'�
i a � ' :`S'� I � ,
/ - t � I. -��!_�.11t'lP' :' 1� t ���� �.,. � �.��1 1� ti 1 I_.�) , i� � '�� � 1�` �
.� 1 I ) { � �
�' ' � �� i :� � , . i i' . �' V' - _ � �. ' t '� ' I - �
'!� � . ' I i � �' \ i � - �' �' �l ?.{ � ' ' � /, •
_ , � � . .� i -;i _ �` � _ � �,r i _ . i . , i r,7,.
.. . . � � . _ �,
t-' _ - . _ y-�� .. � � � - � . �-i,
i i � ' �c� .- � � l_ - � ) I �, . .
�� . ��' r .-�'` � ,i 1 ' _� . , � F' ��
J �� 1 � j i c�l �,y' � . � 1 r� rt .r�`LM�1 7,
� �� � ' \_' � " : �ta ' b' '
� 1 �i
� !.' N`<a`7' I O \' ,� I;�:, , 1T' O,lt.I„�' 1 ,r. , t' .� � ,; �_.
�'1 '•_ ,' � P � , y , , � :
p J �( _ I fm 1�
� 1 1 � - - �.e�F \ . � � i . I 1 , � . � � % _.
�i i �,� � t . � � �`3e �1 � ` ''� , : � . < < �!; } ' .:�� � . �\' r,d
�,, , -.;.,{> .,� �+ � ; , � �� j ,�� ,� f��
'�i � - ! '�. .� 1(,,� ,i..'.,� � ,�. � .�� � . 1� ��.i ,� i�1'..
1.t,i ii- i _ � �I.. � i(.� R.
_ ,� — , �,,. � � �• < t 1 � . �c tl Q —
n_.�, r _ � �!���., �.d �r:.. � __ .., .�:��� �'�..:�. %�,.-_. `i `'�c.'�` ,�_, �. . �l��f
. . _ _. . :��! .. .

� 10-03-0123
';, t�'<�� NO ARCHA�OLOGICAL SURV�Y R�QUIRED rORM ��Rt�R
v UB..! ��?j This forin only pertains to ARCHAEOLOGiCAL 2ESOURCHS for this projecl. It is not �, ,� QI�,�
o., p��i� vnlid for Historic Archilech�re nnd Lmidsenpes. You must consult sepnralely with iLe y����p 'o�
'..4",�CS� Historic Arcliilecture nnd Landscapes Group. �,4�_Q��
PROJECT INrORMATION ����°�q���
17
Project No.•
lV13S No;
13ridgc 72
42608.1.ST14
Com�ty:
Docinnenl.
'Prausylvania
MCS
RA. No: ��/n Fundi»g: � State ❑ Pederal
Federn! Perniil Reqttired? � Yes ❑ No Permi! 7ype: NWP3 or N WPl4
5F.P 1 0 2013
�IVlSI�N .�4
Pr�oject Descriptrorc Thi,s project proposes /o replrrce Bridge No. 72, ivhicl� enrries SR1143 (Froze�+
Creek Rd) over I'rnZeu Creek in Trn��srylvnurn Cnunty, North Cnrolinn. Acca•ding 10 Nie
enviro�imen/n! inpiM re�uesl, t/re midertnking iuvoh�es !he in pince repince�iieiit of Ihe slrnclra•e n/ong
the exisling «lig�inie�d, lhereby nirniniiz�ug polentia/ srufnce nnd subsu�fnce dislnrbn��ces n! lkis
location. Aie aff-site r!elorn� ronle is nnliclpnlerl, Tl�e archneologicnl Area ojPoteiNin! Ejfects (APL) is
ceuterer! upon Bridge 72 end wensures 600ft i�i /eugt/i (300f1 fi�n�u encli brirlge end poiiN) nrvr! 150ft rn
ividtli (75ft fi•o�u enc/i srde of flte SR1143 cenfer-li�ie).
SUMMARY OR CULTiJRAI,I2�SOURC�S R�VI�W
Brief�lescrip�ion of revieiv nctivilies, resrd�s of revieo; nr+r1 conc(i�sions:
7he project area is located in the soirthem-most portion of Trensylvania, a(ew miles north of Pickens County, South
Carolina and southwest of the Rosman community. Frozen Creek constitures a second order stream trending south
to north through the project area. It tums northeast about two miles north of the project area and continues
flowing at thls orienfaflon until i[ empties in[o the West Fork Fren[h Broad River west of Rosman. This section of
the counry has excellent-drainage through the Toxaway, Horsepasture, and Thompson rivers and their tributaries,
which form the headwa[ers of the Savannah River Dralnage Basin. The topography is characterized by hilly, Inter-
mountain terrain exhibiting elevations ranging between 2100ft AMSL ancl 2800f[ AMSL. The Bridge 72 APE is
typified by frequently (looded and poorly drained land surfaces bordered by 30% to 509� sloping hillsides.
A map review and site file search conducted at the Office of State Archaeology (OSA) evidenced no previously
documented archaeological sites within or immediately adjacen[ to Ihe study area. An inspection of National
Reglster o( Historic Places (NRHP), State SWdy Listed (SL�, Locally Designated (LD), Determined Eligible (DE�, and
Surveyed Site (SS) properties employing resources available on the NCSHPO website demonstrated that none of the
above designated property lypes were located in the vicinity of the project area. Historic maps of Transylvania
County were appraised for evidence of former structure locatlons, land use patterns, or other confirmation of
historic occupation at this locale and archaeological/historical re(erence materials were inspected as well. In
general, the historical review established an absence of NRHP listed properties, archaeologkal sites, or cemeteries
withln the APE.
In addition, topographic, geologic, environmental, and NRCS soil survey maps (Tn, TaF, CeG) were re(erenced (or
the evafuation of ecological, geomorphological, hydrological, or other elements that may have resulted In pas[
occupatlon at this location. Conslruction design data was examined for determining the potential Impacts to [he
APE ground surtaces. And, aeriai photographs (NCDOT Spatial Data Viewer) and the Google Street View map
application (when amenable) were examined/utilized for supplementary assessment of hydrological, agricuitural,
modern earth-moving, and other erosive disturbances that may corrupt intact archaeological subsurface deposits.
"No dRCNAEOLOGY.SUftYF.Y REQUIRED"forn�for AfinarTrnmparmlia� P�oJrrh ne Qunlifitd in Ihe 1007 Prog�nrxumlic Agreenm�nl.
I Of 2

Ilrief L��laiintion ojivley Ihc nvnilnGle infa•iimlion provides « relinGlc Gnsls for rensoi7nGly prerlicliiig
tlmt tGere nre no rinide�ilifrer! Gista•ic properlies in the APB:
The proJect area contains no NRHP Iisted historic properties, previously documented archaeological sites, or
cemeteries. According to topographic mapping, soil data, and aerial and other on-ground imagery, the APE consis[s
of poorly drained land surfaces, sinall areas of erosion, and cut hillsides. Therefore, archaeological site
documentation is considered remote at the Bridge 72 project locale.
Because the bridge replacement is diminutive in scope, state-funded, and proposes no alteration of undisturbed
ground areas beyond the existing ditch-lines, meaningful archaeological sites/deposi[s eligible for NRHP inclusion
are unlikely to be affected by the effor[. No further archaeological input or work will be necessary for this NCDOT
Division 14 bridge replacement project.
SUPPORT DOCUMLNTATION
See atlached: � Map(s) � Previous Stu vey Lifo
❑ Pliotocopy of Cowtty Survcy Notes
TINDING BY NCDOT ARCHA�OLOGIS'P
NOARCHACOLOGYSURVGYRLOUI D�
��. _.
� Photos ❑Correspondence
Othcr:
9 I� ,2D/S
•.;.�� . - �
'SVo ARC/IAEOLOGYSURVEI' REQU/RED"foim for Alirmr T nmportnllo�i Projeatr ni Qunlffird in Uie 21A'll PiogrnrinnnOC.lgreemutl.
2of2

.Y.
N
N
�
U
C
N
N
O
�
I.L.
... N
N C
� —
O O
�
a ro
�U
LL �
�
uz
��
U �
c �
o V
�.. �
� '�
�
ch >
d� �+
� �
�- C
� �
�
C
O
N
�
N
�
a
.`
m
w
Z N
�
�
�
d
J
N
V
N
a
�
N
E
�
a
�
a
m
O
�
a
N
L
c
O
U
N
�
z
m
V
C
� �
� ,�
,� m �,
E 2� w
N C ❑
� U m
� (�
�
�
ev
M
N
in
0
0

Y
N
N
�
U
c
a�
N
O
L
�
L (�f
� C
� �.
� �
$U
ro
fY �
0
mZ
N�
U �
c �
o U
L (Q
�.�.. �
�i �
M >
d' T
� �
r �
� �
C
O
N
ti
�
�
�
.M`
W
W
2 � N
3
�
^�,
W
�^,
W
J
�
�
�
m
a
�c
m
�
0
I�
O
0
lo
N
�
0
CJ

Y
�
�
U
c
N
N
O
�
LL.
� ro
N c
> _
O o
� ro
�U
0
� L
yi O
N Z
��
U �
c �
oU
� c�
�'c
ro
M >
d' �,
r N
� C
� �
C
O
N
�
�
�
a
.`
m
w
Z N
�
v
N �
o p�
�" �^ V
� ~ Y� m
N N
IY. Q �
� �
' (� C1
J
N
N
S
yo N
� .�
IN
d
N
lo
c

@
t ; �
:.t
.�p: t
i y r. il
e
� /F f i 4 ..�A' i�'��i� . _ .�
� �K' � r �.�y M �yi�q'�%{s+�
� r �
� � � ! � i �tl �'4{� .F . . - `a,�Ai a�
y �
• s� rA 1 a �yy '��k�'�r��s
�?x � '�,A'T �&TMf*. J� � �^ .
.. . .+'S�_ .. �!6 : �1�� fAir/��+i��..
�'ki4 � � ..� x ,� ,� -
i j i'}�, i� ��/HHj�f�7 . i` i z' ...
�y4'� � �}��. �-� fJ� � > eSi
q�;y µ 4 3 r"( +��j
' �T`�"'�'��.a.��.4'ti .:;it.t.:..� a,.a.c F. , "..,V,"�:
.. , �.
,:,... � _
a. -4�
/ / '� n; �t�' � t �} i �.5,
� �T � f -:�;�
F
��� �.
S 4 ' ..� i � .i
�f . 'i._ • )t�,e�i
to ':.`x,�� �.,! -3
� J. ),� 1 p `�
l •� �
s y . � � A.
,t:�.�'��; �`,�!�
J.
.. �, ..p ,snL. j%�'°-x
!('♦ '�:4f�"..
y4�.a�!'k.
� t�
� 1"{
y'� �.,�aF�� I
f.� 4 .: �¢ ,
. �N'M
�t�
� '�' st �, a��
h94 ; .1,�
M1c �..,v'� ' Yi
�,.,,f�:
�
6
't�'�'.t` �1.. ��Y L .•
F
,_.f "�'�d�7C ��:{ }-'f i
� i� J' ix
e�� f"� �t p �,` _ °r �.:'
^a° tsa� � �7 Y ;;�,� .
. r � { `. � �.::
,•� 1 ` y . � � ?i
..�,-� . r ;� � . , r;
�a' �1..M� s�(' � i. !
.,��� e � S �l' �
p4}� t.'�yy'qqyy `,� tu .
" '` ��s'..►F�"x���tat .,
t
s �
+ir � � AZ � "�.Ra � C �.►' t ��!
.
�_ . � � F
,
' {� -x i � � ,,�b I� ��t�� '�:
��v
�h . r ,� . .�'C � t �"` : • a

. Avnilnble wnter copacity: Moderate (about 8.1 inches)
Interpretive groups
. Farmland classiJication: Prime farmland if drained and either protected from flooding or not
frequently flooded during the growing season
. Land capability (nonirrign[edJ: 4w
• Hydrologic Soil Group: B/D
Typical profile
• 0 to 2G inches: Loam
. 26 to 80 inches: Stratified sandy clay loam to sand
Description of Toxaway, Undrained
Setting
• Landform: Depressions on ilood plains
. Down-slopeshape: Concave, linear
• Across-slopeshape: Concave
. Parentmaterial:Loarnyalluvium
Properties and qualities
• Slope: 0 to 2 percent
. Depth to restrictive feature: More than 80 inches
. Drainage class: Very poorly cirained
. Capocity of the most limiting layer to transmit water (KsatJ: Moderately high to high (0.57 to
1.98 in/hr)
• Depth to water table: About 0 to 12 inches
• Frequency of flooding: None, Frequent
. frequencyofponding:None
. Available water capncity: Moderate (about 8.1 inches)
Interpretive groups
• Farmland clossi/icntion: Prime farmland if drained and either protected from flooding or not
frequently flooded during the growing season
• Land capability (nonirrigatedJ: 6w
• Hydrologic Soil Group: B/D
Typical profile
• 0 to 26 inches: Loam
• 26 to 80 indies: Stratified sandy clay loam to sand
TaF—Junaluska•Tsali complex, 30 to 50 percent slopes
Map Unit Setting
. Elevation: 1,200 to 4,310 feet
• Mean annual precipitation: 52 to 68 inches
• Mean annunl air temperature: 46 to 57 degrees F
• Frost free period: 100 to 17G days
Map Unit Composition
• Junnluskaandsimilarsoils:65percent
• Tsali and similnr soils: 25 percent
• Minor components: 10 percent
Description of Junaluska
Setting
• Lnndform: Mountain slopes, hillslopes
. Lmidforrn position (two-dirnensionalJ: eackslope
. landform position (three-dimensional): Mountainflank, side slope

• Down-slope shape: Convex
• Across-slopeshape: Linear
. Parent muterial: Residuum weathered frorn phyllite and/or slate that is affected by soil creep in
the uppersolum
Propertfes and qualities
• Slope: 30 to 50 percent
• Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
• Drninage clnss: Well drained
• Capacity of the most limiting layer to transmit water (KsntJ: Moderateiy high (0.20 to 0.57 in/hr)
• Depth to water table: More tlian 80 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Avdilable watercapacity: Low (about 5.0 inches)
Interpretive groups
• Fnrmland classificotion: Not prime farmland
• Land capubility (nonirrigatedJ: 6e
• Hydrologic Soil Group: C
Typical profile
• 0 to 5 inches: Fine sandy loam
• 5 to 21 inches: Sandy clay Ioam
• 21 to 36 inches: Stratified fine sandy loam to sandy clay loam
• 36 to 80 inclies: Weathered bedrock
Description of Tsali
Setting
• Landform: Hillslopes, mountain slopes
• Landform position ([wo-dimensional�: Backslope
. Landform position (three-dimensionalJ: Mountainflank, side slope
. Down-slope shape: Convex
• Across-slopeshape: Linear
• Parent rnaterial: Residuum weathered from phyllite and/or slate that is afFected by soil creep in
the upper solum
Properties and qualities
• Slope: 30 to 50 percent
. Depth to restrictive feature: 10 to 20 inches to paralithic bedrock
. Drainage class: Well drained '
. Capacity of the most limiting layer to tronsmit water (KsatJ: Moderately liigli (010 to 0.57 in/hr)
• Depth to water table: More than 80 inches
• Frequency of flooding: None
• Frequencyo(ponding: None
. Available watercapoci[y: Very low (about 2.6 inclies)
Interpretive groups
• Farminnd classificotion: Not prime farmland
• Land capabiliry (nonirrigatedJ: 7s
• HydrologicSoilGroup: D
Typical profile
• 0 to 8 inches: Channery loam
• 8 to 13 inches: Channery loam
• 13 to 18 inches: Channery loam

CeG—Chandler-Micaville complex, 50 to 95 percent slopes, stony
Map Unit Setting
• Elevation: 2,600 to 3,800 feet
. Mean annuul precipitation: 40 to 80 inches
. Mean nnnual air temperature: 46 to 57 degrees F
• Frost-free period: 124 to 176 days
Map Unit Composition
• Chandler, stony, andsimilarsoils: 50 percent
• Micaville, stony, and similarsoils: 30 percent
Description of Chandler, Stony
Setting
• Condjorm: Mountain slopes, riciges
• Lnnd�orm position (two-dimensionalJ: Backslope
• Landfonn position (three-dimensionnlJ: Upper third of mountainflank, side slope
• Down-slopeshape: Convex
• Across-slopeshape: Linear
• Paren[ materinl: Affected by soil creep in the upper solum over residuum weathered from mica
scliist and/or micaceous gneiss and/or other micaceous metamorphic rock
Properties and qualities
• Slope: 50 to 95 percent
• Surface area covered with cobbles, stones or boulders: 0.1 percent
• Depth to restrictive Jeoture: More than 80 inches
• Drainage class: Somewhat excessively drained
• Capacity of tiie most limiting layer to trnnsmit water (KsatJ: High (1.98 to 5.95 in/hr)
• Depth to water table: More than 80 inches
. Freryuency of flooding: None
• Frequency of ponding: None
• Availoble wa[er capocity: Moderate (about 7.5 inches)
Interpretive groups
. Formland classificntion: Not prime farmland
• Land capability (nonirrigated): 7s
• HydrologicSoil Group: A
Typical profile
• 0 to 3 inches: Gravelly loam
• 3 to 26 inches: Gravelly sandy loam
• 26 to 80 inches: Loamy sand

��v � \� �.6t V ° �i;V �� � � n �� 7 1'. l� 1\� �Al�_
%�-� �) ���,� i. ��� �A�� ll i`V� l,� ��� c�'�� �� ��1L���'���� �'
'� i���_�_i� �I �� � �"� ��� ��.� ���%i`� % ° �Vt.l�o A ��E88
�- ��+��i--�(r,l�/I��e���/ � . �����y��\���`1��1�\�•a����� . .
r� Cv �' � 1 �,<.. � > .0 � I +� �, Pi L00� /1 �. °� �
\'
.' �� ° ,"1 � ,
�
r�i
er ��. c.
G�_^�i' -
�g7
��:.> � .
. c;
✓ il � �o:
�i86
's85
's84
5'
Ifi,,-
,3g3
c^ v�—, e .i:-i -. � � �
0 .J .i ;. � `` , i �/> � � �i,— \ �r�, e ' „�, . ' _
rr,� r � %� '�� � � i ��. f � `—�-f���,"-�j��� i~�.ti i�+' ° j' �` yC�`/l,�?�/� � �eeE
,�� ,. � �� �� �, ,� ������, ,1,� . � �>��1� ,��J�� �2�
� , ,� , , . -� r , , ; �� i r � � u
. o .y��� �. , �/��� � �7l ��� ����' 7� o ���. ��+��i��'� �x.fy '
.:���n � ��'t �-�\� �\��J� i/ // �.� �r �A,� ��%
�!'��.�'..`.�.1 ll» i I -��CC��� \�� l��l.�,'I�_iJ � �\\�' .�/ .���IIre�ce �I! r-�'ir//t �C'7�.i���� ti

��
'i� jl
,C' '
41
��I
��.1
fY �'
u
�"
�.,
�
i.� �
/s � y,
i U1�
� i ��Q I
� ��i , ij i )ii
�:� 1'
�9
� %1
.`
;n �
,i�) ,�
� � k
� � . E, rc
� Si
I � u
j F n
Ip g:.,.
rc �,
i � >
' x_
�
.t
3
J �
�
�
�
}.
�� ,.., u
l�
r �,
a� yx
� �
�
��a� q �
r.. �
� �...� ��-1�4. "{
)�
7 '� \��51r
��Y ' tpn �
c9.�i, t9
id +•,�c � _�
� � '
�
�� �
1 - �b/� �j ff 7
;'Ii {� N
U
,. I �� � � �. �
i. � 'Y
���F < Jluvd
n <<°° �
� �
, � �; _ ee
I � ���••I '• J % r
i °��
i r
� `'i..
I �'::,�II +If: , � . . .
1:. �
U� �
�. �
�4
�
�
�
Iz
, �;
r-
a .
.� � lu/ UI.pJ<:
� �
""L
� �n
1�
>' �
� �
z ^ G
� � n
y. ,� �
� •
s
�
°oi
�"�,
�
,
� •",
v
r
q Ir11 �l �:I'%11
� i\.�
�
ti „S
N �
°_
� ��n �
' `��
� ,.
nl�d
6
a
�
�
n �;
�;i� �
,
� �� �
, � � �Xa#� ���
Z�m �
ni��,
a
N��.rq1411
i,:� r'..,,...�.`°
h
[
S`
a
>
�E
r
�:/.��
�;n
,^ V)
�
�
I
I

, �
_,,�,
i`
4 �,x..e . � `� -. .e...�� .
�ti". � � ' 7T �w .'R�> ''.
• �.` r �
t?'�' . �,sf' .. ,�:.� .. �
1�� • � `��
�. �
�' . �. � �
�Q. y'� ..�•- ..
� ~ .� ��
.
w, �� �
_ '��■
� v.
:�
.�'-' � �;�' '�
�• .. , •�j.
i �' :.�'' �-.t'-.
w� ` j� •
f . � V
��: . - . ' .,H .� `K�+i
. _ . " . J!� � J_
� � • /f I �. �' 7�
��
w
♦ � '�. �� r.'
�, : . � .,, t M ' .i .. w�L � •..�
�
����{y�c �•�• ...
S !_ }'•/ f I � ,f
v `x .��� A"�,+����
�i'A'C .. � ''� , .)�
[+y; �. .� � .+ : ,
�� '� .fr1�;��. . _ •�� �
.�'r� � t � . I .Ir�� i - .1
� � �
� y's4S�;y +� .I �� �,
..'., .y i
� � �'!G�.�'':.;33§i:.,,�.. . :�}� .'
�� ��;�- :.,• r"�
�;.y.. '� '
• `��_.�

Ou\��
V
�
�
�
�
�
V
W
0
�
�
�
�C �
C�
O
U
See Sleet 1-A For Zneex of Sl�eets
See Sleet hB For Co�entlorro! Sym6o/s
THIS PROJECT IS NOT WITHIN ANY
MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT
SHALL BE PREFORMED TO THE
LIMITS ESTABLISHED BY METHOD III
GRAPHIC SCALES
�0 �0 p ?�0 90
PLANS
2�0 ;0 Q ?�0 90
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2013 = 630
ADT 2033 = 1,230
DHV = WA %
D = WA %
T = 6 % '
V = 25 MPH
' TfST = WA DUAI �
FUNC CLASS =
LOCAL
SUBREGIONAL TIER
�7C A°lC]� �lF I�T��$7C1H[ �Afl$�]LII�TA
][�I�����I�T �l� IE�I�I['��VA�Y�
TRA1�lSYLVAI�IA COUI�TY
LOCATIOI�L• BRIDGE 1V0. 72 O1V SR 1143 (FROZEIV CREEK ROAD)
OVER FROZEN CREEK
TYPE OF WORK: PAVING, GRADIIVG, GUARDRAIL, DRAINAGE A1VD CULVERT
� rtm nace �wmv an
�• 17BP.14.R.49
R�if RN14 A�AOt14
PROJECT LEIYGTH
LENGTH ROADWAY PROJECT 17BP.14.R.49 = 0.095 mi.
LENGTH STRUCTURE PROJECT 178P.14.R.49 = 0.000 mi.
TOTAL LENGTH PROJECT 176P.74.R.49 = 0.095 mi.
Prepared !tr N(N�T /n Ne Q7Iw A�
��, moffait A nlchol
:oiz srnxa�xn
WGHT OF IyAY DATE:I TIM REID. P.E.
MARCH 7, 2013 Pxo�ccr c��cmxcx
L&TTING DATB: 7RENT HUFFMAN. P.E.
JANUARY 27. 2014 P"o�ccr nssrcx aec��ex
ROAD{VAY DESIGN
HNGINEER
90% PLANS
�1
0
PRSLIMINARY PLANS
0o nox cse rox mrsrnnmov

,�` s
��
tO�u
S
NA� SR�--S Z�
��]
\�
TOE PROTECTION, SEE DETAIL
STA 12+45 TO STA 12+62 LT
DETAIL A
TOE PROTECTION
I H>� n xctl
�4� �
Navrol M1.`F�`y\a
Grovnd y
vsv+�
d= t r�.
Tryeefl3ner= PSPA1
\��
TOE PROTECTION, SEE DE(AIL A
STA 11+50 TO STA 73+20 LT -L-
c4� �
��+o
��a
O `
— � TflOUT BIKFER��
fi. G. & NL�REO GALIONAY
63 350 PC 6A9
FLOODPL11N BENCM
25 LF OF OUTLET
CHANNEL IMPROVEMENT
EST DDE=13 CY
EST 28 70NS CL455 'll' RIPRAP
EST 25 SY GEOTEXTILE—
DETAIL B
TOE PROTECTION
(tb�a Sml.�
0.
\� A
44W D E��
b d
d� 0.5 H. m1
b= 3 N. StOes
irne olWier� PSPM
O
R(CIIAkO PLEASANfS G J'ASCOYT
02 2i2 Fc S6o
�
30 LF OF INLET
CHANNELIMPROVEMENT
EST DDE=25 CY
E5T 35 TONS CIA55 'll' RIPRAP
EST 31 SY GEOTFXTIIE
PROPOSED 18.38'W x
BOTTOMLE55 CULVERT
SKEW=135°
� ♦ .�A�
�
�����
�
, �i�i���
�= ♦[' eQ �
.. _���', � � ,�� , ,
�-'� �;,i •
� i'' / �
�
>�
TROUT
BENCH
G
�s,�
�
:�pz
, �N
e�'I JACK & STACOY VANOENPOL
-BL- STA ia68,iP 00 202 PC 525
21.63'Ri
ELEV. 202i.83'
PROTECTION SEE DETAIL A
12+90 TO �TA 13+15 RT —L—
\
��<�
f�
\
6��
��s
w
\/
HALTEA k EYEIYN 6flA!A2L5tl
Gd J92 PC tl2 _
PROTECTION SEE DEfAII A
13+40 TO �TA 15+20 RT —L—
JEFFERY & ES11{EN TAILEY
D2 2i1PC F9
NN SHFFf
DWAT OFSWN
ux.o-,eu
4
W!E f04CR
!O. LSHF
Qk�w
r,
\ -L- POC S(A I6+50
TOE PROTECTION SEE DEfAII 8
STA 15+Y0 TO STA 16+50 RT —L—
\ JOHY G SM'URA PASON
U3 2G8 FO 351
\
�
\
�
\
\
\
P! SYO 13+08A1 Pl Sto 14+I4J8 Pl Sta 15+84A7
0= 65'07'297'(LT) �� 8'03'03G(LT! 0= l2'9'98'fftTl
D= 38'lY 49.9' D a l2' 43' 56B D= B 48' 53A'
L = (/0.50' L = &323' L = 1M33'
T= 9579' T= 3/b7' T= 7094'
R= I50.00' R= 450,IXY R= 650IXY
0.S 6 2a l�oh QS 5 25 �h QS 4 25 rtqh
fNWNEFR