20140125 Ver 1_Application_20140205

Corps Submittal Cover Sheet
Please provide the following info:
1. Project N1me Brid�e 23 on SR 1152 (Upper Wl�itewater Road)
2. Name of Property Owner/Applicaut: NC De��arlment of Transportation
3. Name of Consultant/Agent: N/A
*Agent aulhoriza(iun needs lu be a��achcd.
4. Related/Previous Action ID number(s): N/A
5. Site Address: N/A
6. Sttbdivision Name: N/A
7. City: Cashiers
8. County: �Transl'Ivania
9. Lat: 35.10697° N Long: 83.00033° W (Appros Project Center)
IO.QuadraiigleName: Cashiers (35083-A1-TF-024)
11. Watern�ay: Burlin�auie Creek (Class C)
12. Watershed: Savaiuiah River
13. Requested Action:
X Nationwide Permit # 14
General Permit #
Jurisdietional Determination Request
Pre-Application Request
The following information will be completed by Corps office:
AID:
Prepare Filc Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Aetivity/ Project Purpose:
Site/Waters Name:
Key�vords:

PAT MCCRORY
Govew�orz
.+e� �
�
� F��
�����
STATC OP NOR7'H CAROLINA
DEPAR'1`MENT OF TRANSPORTATION
Februairy 5, 2014
Ms. Lori Beck�vitli, NCDOT Regulatoi�� Project Mauager
U. S. Ar�uy Corps of Engineers
151 Pattou Avenue, Room 208
Asheville, NC 28801-2714
ANTHONI' ,I. Te1Tr\
SECfIEIARI'
Subject: Nationwide 14 Permit Application
Replace Bridge No. 23 on SR 1152 (Upper Wliitewater Roacl) over Burlingame
Creek with a Bottomless ReinCorced Concrete Box Culvei•t
Transylvania Cowity
VVI3S �le�uent No. 17I3P.14.R17 (DWQ Minor Permit Fce �a2d0.00)
Dear Ms. Beckwith:
Tl�e North Carolina Department of Transportation (NCDOT) is proposiug to replace the sabject
bridge. Tl�e purpose of the project is to replace a fimctionally obsolete 20' W x 19' L siugle span
timber bridge witl� a 24' W s 3' H a 40' L Uottomless reinforced conci•ete box culvert (RCBC)
on existiug loc�tiou. The ctih�ert will be �t 1 105 degi•ee ske��� �i�ith � slope of zero. Floodplai�i
benches will be coustructed on the iiilet and ontlet end of the culvert as well as tln•ougli the
culvert in order to maintain proper sh�eam dimensions and aquatic life passage, especially di�riug
periods of low flow. The project will be phase coustructed. Au onsite temporai}� detour will be
constructed do�vnstream of tlie e�istiug bridge in order to maintaui traffic daring construction.
The project will also include some minor approach work on the existing roach��ay. This project
will not require uiitigation due to the installation of a bottomless culvert.
I am enclosiug a PCN application, Rapauos Jurisdictional form, SHPO forms, plan sl�eets
showing the proposed work, a marked count�� map, a USGS quad map and photographs.
The North Carolina Natural Heritage Datablse was checked for records of threatened and
endangered species. The database lists 49 species for Transylvania Couuty tliat have federal
status. The Uog turtle (Gl�ytemys nnJ�lenbergri) is listed as tlneatened due to sirnilarity of
appearance to tlie listed northern bog turtle. Eiglit species, Carolina Northern Flying Squirrel
(Glni�coin��s sabrint�s colorahrs), Appalachian elktoe (Alrismidonta rovenelituur), mountain sweet
pitcher plattt (Sm•rncenia rtrGrn ssp. jone,sii), small ��vhorled pogonia (Isoh•ia nredeolordes),
spreading avens (Ge:nn rarliatum), swauip piuk (He/o�rins buAntn), Virgiui� spiraea (Spiroeo
i�irgininnn) and rock gnome lichen (Gynmodermn linenre), are listed as either tln•eateued or
endaugered.
Pourteenth Division Oflice
Telephone: (S28) �8G-2141 253 VA'ebs�er Road, Sylva, Norlh Carolina 2R779 fas: (82S) SS6-4043

Bridge No. 23 — Trlusylvluia Page 2 Februar}� 5, 2014
There are records for the rock gnome licheu anct for the small whorlecl pogaiia witliin a five mile
radius of the project. There are multiple locltions for the rock guome lichen and rivo locations
for tlie small �vhorled pogonia.
The nearest rock gnome lichen record is found �pprosimately 3.0 miles li•om the project at
approximately 3800 feet elevation. Other records within the five mile radins are at lower
elevations, but iu aieas of relatively steep terraiu. The rock gnome licheu is limited priiu�rily to
vertical rock laces ���hcre seepage water fcorn foresl soils above flows only at ve�y wet periods. It
appears the species needs a moderate amoiiut of light, but cannot tolerate inteuse solar eYposure.
The species appears to be restricted to areas of lugli hiuiiidiry, either Tt high elevations, where it
is frequently bathed in fog, or in deep gorges at lower elevations. The elevatiai at tlie project site
is approximately 3150 feet witliiu relatively gentle topography. Rock sabstrate on relatively
steep slopes is lacking at the projecl site.
The nearest small whorled pogonia record is approsimately 2.9 miles from the projecL The
small whorled pogonia gener�lly occurs in opei�, d�ry, decidnous woods ��vith acid soil according
to the U.S. Fish and ��ildlife Service. However, it is also laio�vn to occlir in a variety of l�abitats
in Nortl� Carolina, includ'u�g along stre�ms. The small ���horled pogonia is also found iu miYed
harchvood-coniferous forest clominatecl by eveigreen species includiug white pine and henilock.
The project site is within a mixed hardwood-coniferous forest type. The area is dominated by
rl�ododendron and dog liobble aiid appears to be a more mesic type forest and l�as a closed
canopy. There was no small whorled pogonia observed during t�e field scoping process.
The Appalachian elktoe is found in the French Broad River Basiu in Trausylvania Caunty.
Burliugame Creek is within the Savaunah River Basin. The S�v�nnah River Basin is not
considered witl�in the range of the Appalachiau elktoe.
The Caroliva northern flyiug squirrel and spreading avens are species that are found iu habitats at
relatively high elevation. The elevation at the site is appro�imately 3150 faet and the liabitat is
not characteristic of the Caroliva flying squirrel or spreadiug �vens.
Swamp pink �ud mountain sweet pitcher pl�nt are species that are found iu h�Uitlt tl�at 1�1ve
saturated soils. The project vicinity is highly disturbed. Wetlands were uot found at the project
site. Habitat is lacking for tlie swamp piiilc �nd mouutain sweet pitcher plaut.
Virgiuia spiraea is found along rocky, flood-scoured riverUanks in gorges or cauyons. Flood
scoiiring a�pears to be essentiaL It l�as been kno���u to occur along highwa3� rights of way.
However, in North Cai•olina tlie kuown populations of Virginia spiraea are associatecl �vith
streams and rivers much larger th�n Burlingame Creek. Additionally, there are no records of
Virginia spiraea within tl�e Savannah River Basu�.
The project is limited in scope and haUitat is l�ckiug iu the vicinity of the Uridge for threatened
aud endaugered species. No threateiied or endangered species were observed duriug tlte field
scoping process aud subsequent field visits. For these reasous and those discussed aUove, we
recommend a"no effect" determination for tlueatened aud endaugered species.

Bridge No. 23 — Trausplvanie Page 3 Februairy 5, 2014
This project was reviewcd by NCDOT's Humau Environment Unit in 2012 for potential effects
to l�istoric architecture and archaeology. It was determiued that no survey was required for
archaeology. A survey was conducted for liistoric arcl�itechire with a determination of no effect
iu 2013 (sec attached S[-IPO fornis).
NCDOT best management practices �vill be used to control aud mu�imize erosion aud
sedimentation on this project. The construction foreman will review all erosion aud
sedimentTtion coutrol measw•es dail�� to ensiu�e erosion and sedimentation are being controlled
ef£ectively. If tl�e devices are not fiinctioning as inte�idecl, they will be replaced inuilediately wit�
better devices.
Iuipacts to Waters of tlie Uuited St�tes
Burlingame Creek (DWQ Class: C) is shot��n on the USGS topographic map as a perennial
stream. The chaiuiel is well defiiied with a substrate primarily composed of bedrock, cobble,
gravel and sand and is 14-17 feet in ��vidth. Biirlingame Creek flows approsiu�ately 0.5 miles to
the I-Iorsepasture River. Tl�e Horsepasture River theii flows approaimately 6.5 miles to Lake
Jocassee. Lake Jocassee meets the definition of a Traditional Navigable Water. For these
i•easons, ���e believe Burlingame Creek is a Relatively Permanent Water and is uuder the
jurisdiction of the U.S. Army Corps of Engiueers. In order to construct the project, it will be
necessary to impact waters of the United States in the Sav�unah River Basin (HUC 03060101).
Specifically, NCDOT is requesting to replace Briclge No. 23 �vitli a bottoivless RCBC. Tl�e
impacts are listed in the table below.
Site No. ���Stiug Cmiditim� Proposed Cmidition Net
Station Im �cts
Site 1 20 W��� L 24' W s 3.2' II x 40' L Bottoniless RCBC 40'
Timber Bridge
Site lA Free Flowiug Stream Tloodplai�i Bench & Ripiap a Bank � �,
Stabilization Inlet
Site 1B Free Flo�viug Stream Floodplain Bench & Riprap Baiilc 12,
Stabilizatiou Oatlet
tmpervious Dike �nd Flow Diversion for
Site 1C Free Fla�a�ing Stream L�st�llation of RCBC aud Temp. Detour � 00'
Site 2 Free Flo��ving Stre�m Relocate Free Flowing Stream 110'
Roadside Seep (Ditch) Roadside Seep Ditcli)
Site 2A Free Plowing Stream Impervious Dike a�id Flow Diversion to 120'
Construct Chauuel Cliauge
Site 3 Free Flowu�g Sh•eam 4 a 36" a 20' Tempora�y CMP's for 20,
Onsite Detour
Tot�l Permanent Stream Impact for "13ottamless" Culvert 0'
Total Per�uauent Stream Iuipact for Ploodplain Benehes & Banlc Stabilization 31'
Total Permanent Strcam Impact for Relocation of Ro�dside Seep 110'
Total Temporn�,ry Stream Impact fm• Tempm•aiy Pipes and F'low Diversion 240'

Bridge No. 23 —1'rans}�Ivania Page 4 Pebruary 5, 2014
Permits Requcsted
NCDOT is hereby requesting authorizatiou under Section �404 of the Clean WTter Act to proceed
with ilte coustraction project ouUiued above. By copy of this letter, I am asking Ms. Marla
Chambers, Western NCDOT Review Coordinator, of the North Carolina Wildlife Resources
Comn�ission (NCWRC) to conw�ent directly to you conceruing the 404 Nationwide Permit
request.
I�m also requestiug authorization under Section 401 of tl�e Clean V✓ater Act from the North
Caroliva Department of Enviromuent and Natnral Resources (D�NR), Division of Water
Resources (DWR). Li addition, I am asking Ms. Cliambers aud Mr. Ben DeWit, Roadside
Euviromnental Field Operatious Engineer (NCDOT), to comment directly to me concerning this
pernut request.
If you l�a��e any queslions or need additional infonuation, please contact me at [phone] or
Vir. Josh De}�tai, PE, at [phone]. Your early review and consideration will be greatly
�ppreciated.
Sincerely, ,
l '
���-j-�/� ;�
Mark S. Davis
Division 14 Environmental Supervisor
Euclosures
cc: Ms. Amy Chapman, Division of Water Resources — DENR, Raleigh
Mr. Kevin Barnett, Division of Water Resources — DENR, Asheville
Mr. Jaso�i Mays, Biologist, US Pish and Wildlife Service, Aslieville
Ms. Marla Chambers, Western NCDOT Review Coordinator, NCWRC, Albemarle
Mr. Josl�ul B. De}�ton, PE, Division 14 Bridge Management Engineer, NCD01'
Mr. Ben DeWit, EI, Roadside �nvironmental Field Oper�tions Engineer, NCDOT

o�op wnrF9oc
h y
� r
P `_- ' ~c
Office Use Only:
Corps action ID no.
DWQ projecl no.
Forin Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. A � licant L�focivatiou
1. Processing
1a. Type(s) of approval sought from the
Corps: � Seclion 404 Permit ❑ Section 10 Permit
tb. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certitication — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Qualily Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because wrilten approval is not required? Certification:
❑ 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 (rom mitigation bank or in-lieu
fee program.
1 g. Is lhe project located in any of NC's lwenly coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1h. Is the project localed within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 23 on SR 1152 over Burlingame Creek
2b. County: Transylvania
2c. Nearest municipality / town: Lake Toxaway
2d. Subdivision name N/A
2e. NCDOT only, T.I.P. or State ��Bp 14.R.17
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if Mark S. Davis, Division 14 Environmental Supervisor
applicable):
3d. Street address: 253 Webster Rd.
3e. Ciry, state, zip: Sylva, NC
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: [e-mail]
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Olher, specify:
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Street address: N!A
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5a Slreet address: N/A
5d. Cily, state, zip: N/A
5e. Telephone no.: N/A
5f. Fax no.: N/A
5g. Email address: N/A
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property idenlification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude 35.10697 Longitude: - 83.00033
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Properly size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to gurlingame Creek
proposed project:
2b. Water Qualiry Classification of nearest receiving water: DWR Class: C
2c. River basin: Savannah River (HUC 03060101)
3. Project Description
3a. Describe lhe existing conditions on the site and the general land use in the vicinily of �he project at �he time of lhis
application:
The general landscape cover is primarily mixed deciduous-coniferous forest. The land use is primarily rural residential.
3b. List the total estimated acreage of all existing wellands on the properly:
N/A
3c. List the total estimated linear feet of all exisling streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of lhe proposed projecC
To replace a slructurally defcient and functionally obsolete limber bridge.
3e. Describe lhe overall project in detail, including the type of equipment to be used:
Erosion and sedimentation control measures will be installed. Water will be diverted around the consiruction area. An
onsite temporary detour (pipe) will be installed downstream of the exisling bridge in order to maintain traffic during
conslniction. The bridge will be removed and part of the culverf will be constructed. Traffic will then be detoured onto lhe
new culvert seclion. The temporary detour (pipes) will then be removed and lhe remainder of the culvert constructed.
The bridge will be replaced with a 24' W x 3.2' H x 40' L boltomless reinforced concrete box culvert. The road section will
be reconstructed. Equipment to be used includes a trackhoe, bulldozers, graders, crane, dump truck, paving equipment,
pumps, and various hand tools.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determina�ions by the
Corps or State been requested or obtained for lhis property / � yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If the Corps made the jurisdictional delermination, what lype � preliminary ❑ Final
of determination was made?
4c. If yes, who delineated lhe jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinalions and attach documentation.
N/A
5. Project History
5a. Have permits or certi(ications been requested or obtained for � Yes � No ❑ Unknown
lhis project (induding all prior phases) in the past?
5b. If yes, explain in detail according lo "help fle" instructions.
N/A
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is lhis a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Weflands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complele lhis question for each welland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
nuinber — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (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
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Totnl wetl�nd impacfs N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or inlennittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all sUeam siles impacted.
3 a. 3 b. 3 c. 3d. 3 e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Pennanent (P) or intermiltent DWQ — non-404, Width (linear
Temporary (T) (INT)? other) (feet) feel)
S1 � P❑ T Bottomless Culvert Burlingame Creek � PER � Corps 15 40
❑ INT � DWQ
Floodplain Bench & � pER � Corps
S1A � P❑ T Bank Stabilization Burlingame Creek � INT � pN/Q 15 19
(Inlet)
Floodplain Bench & � pER � Corps
S1 B� P❑ T Bank Stabilizalion Burlingame Creek � INT � p�/�IQ 15 12
(Outlet)
S1C ❑ P� T Flow Diversion Burlingame Creek � PER � Corps 15 100
❑ INT � DWQ
S2 � P❑ T Roadside Ditch UT to Burlingame � PER � Corps 1 110
Channel Relocation Creek ❑ INT � DWQ
S2A ❑ P� T Flow Diversion UT to Burlingame � PER � Corps 1 120
Creek ❑ INT � DWQ
S3 ❑ P� T Temporary Detour gurlingame Creek � PER � Corps 15 20
Culvert (Pipes) ❑ INT � DWQ
3h. Totnl Pcrmnnent Sh�eam and Tributnry Impncts — Bottomless Culvert 0'
Totnl Pcrmnnent Strenm Impact fm• C'loodplain Benches nnd Bn�dc Stnbilizatiou 31'
Totnl Permnnent Sh�enm Impact for Relocntion of Rondside Sh•enm (Ditcli) 110'
Totnl Tempornry Sh�enm Impact for Temporary Detow• Pipes nnd Flow Diversions Zqp�
3i. Comments:
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, lributaries, sounds, lhe Atlanlic 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 Temporary
T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4C Totnl open weter imp�cts N/A
4g. Comments:
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. Tofnl N/A N/A N/A N/A N/A N/A N/A
5g. Commenls:
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 watershed (acres): N/A
5k. Method of construction: N/A
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the charl below. If yes, then individually list all buffer impacts
below. If an im acts re uire mili ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Bufferimpact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigalion (square feet) (square feet)
or Temporary impact required?
T
B1 ❑ P❑ T N/A N/A ❑ Nos N/A N!A
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Totnl buffer impncts N/A N/A
6i. Comments: N/A
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe ineasures taken to avoid or minimize the proposed iinpacts in designing project.
The minimum length culvert to meet secondary road standards was designed for lhis site. The culvert will be bottomless and
there will be floodplain benches at the inlet and outlet to help maintain channel dimensions and aquatic life passage.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
In stream work will be pertorrned in the dry using an impervious dike and pipe to divert lhe water around lhe work area.
Appropriate BMPs according to the approved erosion and sedimentation conirol plan will be installed on ihe project prior to
culvert inslallation.
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
impacts to Waters of lhe U.S. or Waters of the State? ��gottomless" culvert does not re uire miti ation.
26. If yes, mitigation is required by (check alI that apply): ❑ DWQ ❑ Corps
❑ Mifigation bank
2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program (NCEEP)
❑ Permittee Responsible Mitigation
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
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments: N/A
4. Complete if Making a Payment to hi-lieu Fee Program
4a. Approval letter from in-lieu fee program is altached. ❑ Yes
4b. SUeam mitigation requested: linear feet
4c. If using siream mitigation, slream teinperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigalion requested (DWQ only): N/A square feet
4e. Riparian welland rnitigalion requested: N/A acres
4f. Non-riparian welland mitigation requested: N/A acres
4g. Coastal (lidal) welland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigation plan, provide a description of the proposed mitigafion plan.
N/A
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact wilhin a protected riparian buffer lhat requires ❑ Yes � No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires miligation. Calculate lhe
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required miligation
(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 miligation is required, discuss what rype of mitigation is proposed (e.g., payment to private mitigation bank,
permit[ee responsible riparian buffer restoration, payrnent into an approved in-lieu fee fund).
N/A
6h. Comments: N/A
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. 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 (low plan included? If no, explain why.
Comments: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is lhe overall percent 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 Slormwater Management Plan, explain why:
2d. If this project DOES require a Stonnwater Management Plan, then provide a brief, narralive descriplion of the plan:
Project is covered by individual NPDES Permit No. NCS000250.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Prograin
� DWQ 401 Unit
3. Certified Local Governrnent Stormwater Review
3a. In which local govemmenPs jurisdiction is lhis projecl?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all lhat apply): ❑ USMP
❑ Water Supply Watershed
❑ Other.
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counlies
❑ HQW
4a. Which of the following state-impleinented stonnwater inanagemenl programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Manageinent Plan wilh proof of approval been
atlached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwaler Management Plan meet lhe appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submiltal requirements been met? ❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplernentary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does ihe project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or Stale ❑ Yes � No
(North Carolina) Environinental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has lhe document review been finalized by the
State Clearing House? (If so, altach a copy of the NEPA or SEPA final approval
lelter.) ❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violalion of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an a(ter-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): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will lhis projecl (based on past and reasonably anlicipated future impacts) result in � yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a quali[alive or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project is limited in scope and involves the replacement of an obsolete limber bridge. The road is not being widened
or paved; the potential for secondary and cumulalive impacls are minimal.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly delail the ullimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacily of the subject facilily.
N/A
Page 11 of 12
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 wilh federally protected species or � Yes � No
habitat?
5b. Have you checked with lhe USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicale 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 Crilical
Habitat?
North Carolina Natural Heritage Database and 2 onsite field investigations during ihe field scoping process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this 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 Essenlial Fish Habilat?
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 lhis project occur in or near an area that the state, federal or lribal
governments have designated as having historic or cultural preservalion � Yes � No
status (e.g., National Historic Tnist designation or properties significant in
North Carolina history and archaeology)?
7b. What dala sources did you use to determine whether your site would impact historic or archeological resources?
The project was submitted to lhe Norih Carolina Department of Transportation's Human Environment Unit for review in
2012. It was determined that no survey was required for archaeology. The project was surveyed for historic architecture
with a determination of no effect in 2013 (see attached forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
8b. If yes, explain how project meels FEMA requiremenls:
Sc. What source(s) did you use to make the floodplain determination? Norih Carolina Floodplain Mapping Program
Mark S. Davis, J � �
Division Enviroimiental Supe�visor � �,�j� �� ��� , j ._ �
' � ApplicanUAgenPs Signature Date
ApplicanUAgent'S Pfinted Name (Agent's signature is valid only if an authorization letter irom the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

v
\ � �� m�
\ �
O °�i
��
� � �
�� \
��a�
\
Z 1
� g �
� �a � �
Oi z0 - o
Zow � �
C 6LLa -�+
� �o ���
O �a� UO�
° �`z o�uo
u, owz z �
�+ fOVO�a
m �OU��rvo
� "'Fmwww�
� ^
� J�
� � m i�i
V � �3
� �
bn
C
L �,
/�.�
I"�1 ^J
i. V
C�
O q
rl '
1'H �
� ~
�I
o �
N
O
z
`�`i/
a} \
ai
��
�o r
w.
�M
0� dor�
FF
WO
��
ON ,
o�
�Pj
�� .f"�
�q��
a3
�`�
H
o]
�ow
a
e ro
`��'
V1
1s\ ��
S �
��/
8
9 \
� ��
8 �
���
\\ 7
�
�
�
i �jA� i N�
i ±"�'��2��^\ ��i�o 1
p��8���� �n��i
ygBBYO
RQOJh�O� ����
'a4o�i
� G ��� � 3
�� ro ��b�w�qg
">_ o J �, „� �u
Q � i �q0�0opt�
p YQOJhCOo
� u d
L "
NN�
����;
�tl��
ad0�1
+
.-� Q x v
Q = c
N v o O o .
�, 3 .-m :� �
.. ,. ��o o ; P P
�a� >
(/� ry f. + 0 ci m in
y U�m W
�� ��h
/ z �
g �
a � �
.�p
t� ZO�+ � o
� N U ZLL� —Wm
G ip '���
w � UZ� FF
� �F�wQVO�n
�OO .p ZwZ�ZC�V
�� �. w�V�HQ
wm O �OUm°NO
i O ''�m���w
� P wwwN
Q �
�.�a /
�
b�� /� G� �¢ �` 9�`'
O�8 �n� �
� � � / r 2
mT' �$ $�
�
��W �
_ -s.a� ao = i �'�V�� �'`�„ '',ox �
o ., > , z i � � � = o / � � ���''£ ..
/ ��
Oma
��
C
�
v
�
�
.N
v
�
O
0
m
�
� � o
P
N
41 �
9 B
W
N P m ^
� � n P
L � r �
o N N
z
Y
C N
O
a
� �
L
�
1�
V
�
\.
�[�� �
\ V
� \
� \1v
O \
\
O O
S
N�

i ��
� � ��
�.
o t'8 �, h
�� �
� o
�
\ �
\ o
q
�
�
°"�_�s` �
\ �
W
O �
\ �
L
7
O
C �qc
�, M
L �
O
G
�' �
F
I �I
M
v
w
�. °' �
� m
L o m
'V NJO
Q a S6iV" �
Z m ;m�
�^J
�� J W
Q. m
2
n
:' � p'�!E
GW'�E .
.w�o
°�o
l
m�,
�"
o� o
w
°o
�J ^\
W
\ '6
V
�a
�
i-
��
o�
�
�
IJ �
�`
0
°o
✓ �{ I
V
��w
r`
� �
0
a
C
�'
`o
c
E
F
M
r� /
I
� ��`' /
� `\ 4�i,
� �� ��.
�a"_ ��'�? \�
�o � baN'
, s.
'
�
��
°s
I
u :'
� 0.
J
o m p
�f)
�
�".'_� �//
FJJC2EEK�E _ J
�
�\
�
�v-1 �1
U ^
� �l
\� �
�V `\ �
U 1�
� O
��
Ox�
\
QG
�
h

�
�
9)
�
CJ
a�
�
�
�
c
.�
/��ry
6.6,1 �qq
L `v
� �
� �
L
�a (a
� �
�
� �
� �
�1 �
W �
d�
� �
��` �
W �
� �
� o
� �
W Y
�^ �
�.L �`
� ^
� �
6� ryV �s`�ue
MJ �
� �
�
�
�
�
M
N
W}�q�
VJ
�
.�
W
W
Z �(n
�
a �'
,� m m
a ° � u
m CC � N
o L �
� o �o
N y m p_
� _c° E �' �
� E ° ac°i � -°
� d cn in U [0
� I � �
�
�
J
N
d
�
� �
M
�
P
M1
O
�

�
�
�>
�
�
�
�
�
�
�
.�
�
�
� ��
� .�
� �
S-.
� (�
� �
�
o �
� ��
�
� �
�
�^� �
W �
i� �
� �
� �
WP� �yyQ
Y6. lV
� �
� �
!� �
N�ry �
VJ �
� I�
�
�y�
�d
�
�
�ry'
6 V
�g�
4�1/
�
.�
1��
w
z� cn
�
�
i
d
�
a�
J
�
�
�
O
�
�
�
�
d
�
�
�
� U
� �
L O
�
� N �
C � N
o � �
U i7 "p
(� (� m
c�
N
N
�
a �
N
h
�
N
O
�
N
O
N
r
O
O

Bridge 23 on SR 1152 (Upper Whitewater Road) over Burlingame Creek
Transylvania County, North Carolina
Looking East across 8ridge
� � � . _...,� ,. �-
. �' �` � `1
� w � V `.` . ' �`'
�-'y. � i�l� ��\ i �yt ' �+^� ��,
� ��� � � . „� . v � . ' y> e " r
�� � � ' v�;� �� � � � ���.i��i
�
, .�-o � � i .
��,r i
� ,�t,-,a°'' ` ,' i
� � �
J , � i y `..� � :, ` a �� :..
�,��' F 1 � �.- � i� � q � � � '�.
1 � .�
I �\�' � ',i �1 �.:�{ ' ��', � .
� ����, --�.� .%� �'�,_„ .�t '��, � i'��I
4
� Y�..
�;
i
�
ing West across Brid,
�, a
'�� � �
� �i t�
��j vp� � I ������
\� � 1
q I
=,!.=a'� ft )
�� k �. ' .
. s e
= mi ? C
�r M1I I• F..�'
I ' r .��,:����
i
� ' !
�
I ��Ipi� 1� 1 1.>;i
I . I� � ��I�7�� 1i )�� �i��i
i- I
J1l U�� t
- `�
t������ - - . . r�i• -' I � ' .
;.RL�1 ��
� pl ,
. iI ' r,:;
- _ ' 1.. ,'�is
. a...�i
� E � ti�;'; i �� � ��$��y� �
} f �� � !� 5:��,.
� � � � �4 � �
� t �
�� � � ` F � t
� � ,,
i' i ! �-�'i' J � ��� '�{
� � i 6 ` ,
� `�I 4 � } �ic ..f::y_:.
� M . -`q i � I � 's ` i.a... ,
L � � _ � !
,� � �
� � �.� qi,. � \tis' '..
� '� ��
f � � �l
�d � �
� i 1 :. I
� �� � I
�
� � i.'�i � > � .. _
�t 11 1�1,� '.I.�
I
�;
f .: � ��. . �. 1� �
� 5 I�
*� �
�� P )
I ' /,1
�
q�x:,�,1,6.:
��i � :
K{� � �� �� :.-
\'
r � �
,
�' K?�
� :
/ C�
',
� �'�, � P; �i
' o.
i
1 t /(
4 �',
F {f r :1�
I
�
1 y dr _ �._ .' I ,;; .,, Y i I
b �- " ; �, � ��
I i�. r. _ - - -,� ' "-�-�'�.,. vk . '' 1 � -.�
I � � 1 �Y - -t. i < 'v1 �����
„ „ p+ �
� � �
[r� � a.n�r,. � r
� � _r � -.n. _ � . ��` -� _ -'pn''°b.r
�E i�'<— ' ;-_. �.<,.� .
� !Rr_ f '_`.__ _ _.
a- _. 1�1�

Looking Upstream of eridge
� _ � 1 «� ��,�, ��. �,� � ��
, �i� ' �, , � ' , ,��b , ;,
, � .'1 � � ;I ,,? �a ,,^� , ;�� t � ,
� ; 1 , � .�'
, „(�1 , I '' r , � � � AI �, , � � � �� �
� , i ? � � �, � �i�i �� , � � ��
� r�� ,1 ,�
� t �� i� , ,,;�� �� , � ;
,A: � � 1 � �� ) A� /'. �i f i� �. �i � . ii � � � e
i(, ��� ;��1 , f .I
�� ,� �
���. ,� �� ' i � � � �� +� ' � ��
� ' �) �' �i �Y i �� � � , ,,,I
� �i ,t, �
,�.. � 1 `�.,
�
.
, � � �„
l '', , • ` �,� { ;`� ;• ,�: ; + '
� , •� ,� < < ..�a „ �„ �
� � a �`>', ;� � i���' � r�,. � �;+ �
� � " � � � , ,, • ��, i � , �' r:
ii'+'��� � ;1, � _.� �:i > e _
I` �,. , ' � ty `�� y � `. . �` .' I
� � ( ( 1 � � \ I \ � 1- I � .
� �{ �:i� � ' L ' � L ' '� .,;�� �7 -`4:,�
� V A� -,S: ' � � � i - .
.✓i 1 : � � : � .. �- --;E.'� `.�
� ,. ','.� i � ! � r � A� `� �� l., t - _' d
� � �� �1;� �� .
I r� 6 1 �� ,+J,� � h ,.
�:� '� � t �-11� �
�'r'.,'..� i. !;i,�i ` �:: �`` ;i,_ �
. � 1 ��, ���� �;�.•.y, . -
I' i .. .� �. - ' _'� - :j
I '.� 3ys �i 1�(�:+�r 1 ��1�.1 i tl.' '-i w -:: ..1
'q `4�kr , f i a . /� ��4P., i . � n�.r�.� z-i
I t'F ���-' � �v�y .�, i:�� 'Zitt +
{�. Y� '� 1"-ii� . ` \ \�� � 1
� ��A�u��� �� ' � . �., .=a y'.
_ ' a '� i�t'+isc � 1 /,S �, u � ''
-. . , ;,i. v �;�N� �
Looki
ib:, �
g Downstream of
� . - �,,.I��,
�'\li� � e
���
,
�,
� �-.qt., � � "?t �:
t -�,:k i � ...�
� i� ,
,�,�.n�
::i: �
i
�

Roadside Ditch to be Relocated —
��i'�'-'� � ; �7°
iY •`�:/.
I 3,�� ' �
..� ��� . 1� ��� s � ���`
�� . , �,- �� . N'�ii.�.�{ r'�'�i�:� .1.-'�?�i
4r �')`�y� r._�..
�'.
�q -��/ �)
i ' ! G �: t
, : .jJ
�,k ysy '.
\
�� � { � .
V ip�•`. �r v�l
I r rg�
� � .' �,y�4�(� i` '( , ..
'..:p � � �/a ✓ a a ir;>. ,
r� Y
��� f�' J?
' � y'�1 �:•'.(� �'�.: , ..
� ..Y � L
� ( �.�/�
{: �'.)�ti11'rl \ \ �'� '
� " ' `'� '.
I . � ' �.� ,��1,� .
�
� • + i .�� s9 y �, �, �,
; �y�i i'j,'/�wI', .�'` '�;�Y1
' ,
i ' •t ,�
f !l,�� I f y��.
�.� r
�. . 6..�a. • )' �
r�. � .� � •:y-. R �
i, � , y b4 i
f� , ����
;� : a`� :
✓' �` ' ��� =�i fp {'ti.
1 7°' �if
��d :'�V. � i _ _' `_ _
4 l _ �f
' '.3 ��f.�.
^:�i' j`,:. .
�
s� �� � _.._.. _
East
i

Roadside Ditch to be Relocated — Look
. _ .. �'."�?s�iils'i'< < ... � : n � ;�'
\�Q ^ �f ��, � .
p. :
S t y,
�.;. . i
!�+.:�zq � "
, �
�`• , .
�n� _
� 4 -1
fy �
�
�:
y :1
9
♦ �' �sr
Yt l�,_
i �
�t
-. . . �
Downstream - West
._ '
� ' �! f r.''. - . . . .
�A n
� Er
. -IY • r
. 1�... � ����'
, .�+f,�':i
I-
`4 �
I
� �1 w
�
�. ��I �
. , V ±.. S� '.
S
k �� t ' �
� ��. �� i 4 , � �.. } r ,.
�.�it � '.i., ' .,S :7
.._ti� � �,�}�'� � ..
�5�1q�`� r��.
Yi9 ,� I^L,1
J f' ♦ i f 'I ���i.` /�
.� .q � j,� w, ..�1�
!r {�' 4}+ � �� i. �.-.i
q � � :,
'� �` � :.!'�
� y4 +' V � �.
I 9 �
c ���� 1`raS_,.'Z+i '
.w
t�t � "'',�, °`,�a �
� ;,•'�r �', � c� _ ��

APPROVCD JURISDICTIONAL DETERi\11NATION FOR�I
U.S. Army Corps of Engineers
This 1'orm should be complctcd by lollo���ing the instruclions provided in Scclion IV of the ID Form Inslruc�ional Guidebook.
SEC'f10N I: BACICC20UND INGOR�IATION
A. REPORT CODIPL�TION UA'PE ROR APPROVPD JURISDICTIOYAL DCTGRMIYATIOY (JD):
6. DISTRICT OFRICC, I'ILC NADIE, AND NU�IBER:
C. PROdEC'1' LOCATION AND BACKGROUND I�TOR�IATION: Bridge 23 on SR I 152 (Upper R'hite�vater Road)
Sla�a:ilC Counry•/parisl�Uorough: Transylvania Ciq�: Cnshicrs
Centcr coordina�es of site Q�t/long in degrec dccimal fommQ: La�. 35J0697° N, Long. 83.00033° �V.
Universnl'frnnsaerse blercn�or:
Name of ncnrest �caterbody: 6udingaine Creck (Clnss C)
Nnmc of nearest Traditionel Nm�igablc \V�tcr (TN\V) lnto �chich Ihe aquotic resourec llo�vs: Lnke locnsscc
Nnmc of �ratcrshed or Hydrologic Unit Codc (HUC): 030GOIOL010020
� Check if map/dingram oCrevie�c aren nnd/or poten[ial jurisdie�ional areas is/are nvnilablz upon rec�uest.
❑ Check if olher sites (c.g., oti'site mi�iga�ion sites, disposnl sites, ctc...) are associated �vith this action and nre recorded on a
di0�erent ID form.
D. REVIE\1' PER�OR�ICD G'OR SITE EVALUA'f10N (CH6CK ALL THAT APPLI'):
� O(lice (Desk) Determination. Date: b[arch 5, 2013
� Field Determina�ion. Dale(s): November I5, 201 I
SECTION II: SU�I\IARI' OI'PINDIYGS
A. RIIA SPCTION 10 DETER�I INATION O� JURISDICTION.
'I liere Are no "nnrigable irnters o(dre US." �cithin Rivers nnd Harbors Act (2HA) jurisAic�ion (as defined by 33 CPR part 329) in the
rerie�v aren. [Re9uire<(�
❑VVnters subject to the ebb and Flo�v of ihe tidc.
❑\Vnters are presently used, or have bzen used in the pasL or may be susceptible for use to transport in[ersta[e or 1'oreign commerce.
Esplain:
B. CR'A SCC'CION 404 DCTCR�llNATION OT JURISDICI'ION.
There Are "u�nters ofOre iLS." �vitl�in Clenn Wnter Act (C\VA)jurisdiclion (ns defined by 33 CFIL parl 328) in the revie�v aren. �ReqiriredJ
R'nters of the U.S.
a. Indicnte presence of wnters of U.S. in review nren (check nll tlint npply): �
❑ "CNVVs, including territorial sens
❑ VVeUands adjaccnt to TNNs
� Relativelp permnnent �vnlers� (2P\Vs) tha� Ilo�v directly or indircctly inm TN1Vs
❑ Non-RPIVs that Oo�v directly or indirecUy into "t`NNs
❑ N'ctlands directly abutting RN\Vs thnt Flo�v directlp or indirectlp into "IN\Vs
❑ \Vetlnnds ndjneent to 6W no� direc�ly abuuing RP\Vs �hat �lo�r directly or indirectly inlo TN\Vs
❑ �Vetlands acijacent to non-RPAVs Ihnt flo�v directly or in�irectly into "[ i INs
❑ Impoundmcnlsofjurisdictional�vaters
❑ Isol�[ed (in(ecstata or intras�ale) �vaters, including isolated �reflands
Identify (estimnte) size of �rnters of the U.S. in thc revicw nren:
Non-�cetlnnd �valers: 200 linear feet 12-I S�rid�h (fl) nnd/or acres.
\Vetlnnds: acres.
c. Limits (bmmdaries) ofjm�isdiction bnsed on: Estn6lisl�ed by OH\1'i�l.
Elevntion of cs�ablished OHN�d (if kno���i): .
2. Non-regulated watershvetlnnds (check if npplicnble):'
❑ Potentially jurisdidional �vaters nnA/or ���ctlnnds �rere assessed �rithin Ihc rrie�v area end determined to be notjurisdictionnl.
F.xpinin: .
' Uoscs chcckcd bclo�r shnll be supparted b}� complz�in� Ihc nppropciatc scctions' in Section 111 bclow.
� Por purposzs of this fomi, an RP\V is detined ns a �ribu�np� �hn[ is no[ n"I N11' and Ihal lypically Oo�cs ycnr-round or h;u coNinuous �low a� least'�s'easonally'�
(e.g., lypicall}� 3 moNhs).
' Supporting Aocumemniion is presemed in Section lII.P.

SECTION IIL• CAVA,ANALI'SIS
A. 'I'MVs AND \VCTLAYDS ADJACENT TO TN�Vs
"Phe ngencies will nsscrt jm�isdiction o�•cr TN�Vs and wetlands adjacent to TN\Vs. If the aquatic resource is n'fN�V, complete
Secfion III.AJ nnd Scction III.D.I. only; if the aquatic resource is n wetinnd ndjacent to a TNVA', complete Sections III.A.1 nnd 2
and Section III.D.1.; othcrwisc, scc Section III.0 below.
1. TN�V
Iden�ity TN\V:
Summnrize rationale supporting deiermination:
2. AVetlm�d ndjncent to TN15'
Swnm�rizz rntionvle supporting conclusiun Ihat wetland is "adjaeenP':
B. CHARACTCRISTICS OC TRIf3UTARl' (THA7' IS NOT A TN�1') AND ITS ADJACENT �VE7'LANUS (IF' ANl'):
This section sununnrizes infm�ination regarding chnrncteristics of the iributm�y nud its ndjneent wetlnnds, if an}�, and it helps
determine a�hether or imt ihe standnrds for jw�isdictimi esfnblished under Rnpanos I�nre been met.
The ngencies will nsscrt jm�isdiction over non-navignble tributnries oCTYNs �rhere tlie iributnries are "relntively perronnent
�vnters" (RP\\'s), i.e. tributaries thnt typically ito�v yenr-rawid m� hnve coutinuous Ilo�r nt Ienst senson�lly (e.g., typicnlly 1
months). A wetinnd thnl directiy nbuts nn RPR' is also jurisdictional. If the nquatic resource is not � TMV, but hns year-round
(perennial) Flow, sl<ip to Section III.D.2. IPthe nquntic resource is a�retland directly abutting a tributary with perennial Oow,
skip to Scction III.D.4.
A wetlnnd lhnt is ndjncent to but th�t does not directly nbut an RP�V requires n signi(icnnt nexus e��olu�tion. Corps districts nnd
EPA regions will include in the recm�d any arnilnble infm�inntimi �hnf docwnents the ezis�ence of n significnnf necus befwecn n
relntively permanent h•ibutary that is uot perenninl (nnd ifs ndjncenf weflmids if miy) nnd n irnditionnl unvignble wnter, even
though n signilicnnt necus finding is nof required ns n roatter of Imr.
If the wnterbod�' is not nn RPR', or n wetlnnd directly nbufting nn RP�V, a JD will require nddifionnl dntn to dctermine if tl�e
wnterbody has n signifcnnt nesus with n TN�V. IPthe tributary has adjacent �retiands, Ihe significnnt ne�us evnluntion must
consider tlie tribut�ry in coinbinafion with nll of its ndjncent wetlnnds. This significnnt nenis evnluntion thnt combines, Por
�nnlytical purposes, the tributnry nnd nll of its ndjncen[ �retlmids is used �rhetl�er the revie�r nren identiFicd in thc JD request is
the tribidnry, or ifs ndjncent wetlnnds, or both. 1(the JD covers a tributary �vitli ndjacent wetinnds, complete Section III.B.1 Sor
the tributary, Section III.I3.2 for any onsite wetlnnds, nnA Section I II.6.3 fm� nll wetimids ndjncent to ihnt h�ibut�ry, both onsite
and offsite. The determination whethcr n significant ne�us ezists is de[ermined in Section III.0 below.
1. Chnrncteristics of non=1'N11's that flo�r direetiv a� indirectl�° into TN�V
(i) Cenernl Aren Conditions:
Nntershed size: Picl< List
Drninnge area: Pick List
Averaee annual raiNall: inchcs
Avcragc annunl sno���fnll: inches
(ii) Physicnl Chnracteristics:
(a) Relationshiu �vith'CNVV:
❑ Tributary flo«�s directly into'IlT\V.
❑'I'ributary flo�rs �hroueh Pick List tributuies before en[cring TNR'.
Pmject �vaters are Piek List river milcs trom'IN\V.
Projcct waters am Pick I.ist ricer miles from 2PAV.
Project �vnters �re Pick List aerial (straigh�) milcs tiom "I'VA1'.
Project wnters nre Pick List aerial (straigh�) miles finm 2P1V.
Prolect waters cross or serve as state boundnries. Explain:
IdentiTy Flo�v route [o'fN\V':
Tributnry stre�m order. if kno�rn:
' noie that Ihe Instn�c�ionnl Guidebook conlains additionnl infommtion reardineswales, Ai�ches, �rasl�es, nnA erosionul Ccmures eznernlly and in Ihe ncid
lVest.
' Plow mute enn be described by identifpinn, e.g, Iribulap� a, �ehieh Oo�cs thmueh the revie�r ureq to tlow into tribWaey b, whieh Ihen tlo�cs into "I N1V.

(b) General Tributan� Chamctcristics (chcck nll thnt np�}�1:
Tribufn�}' is: ❑ Nn�urnl
❑ Artificial (mnn-madc). f;xpinin:
❑ Manipulnted (mfm-t�llered). F,�plain:
"Il�ibutar}� properties ���ith respect to lop of bank (estimate):
Average �vid�h: feel
Average depth: feet
Averaec sidc slopcs: Pick Lisf.
Primary tributnry subs�rate composilion (check all Iha[ apply):
❑ Silts ❑ Sands ❑ Concre�e
❑ Cobbles ❑ Gra��el ❑ b[uck
❑ Bedrock ❑ Vcgetntion. Typd%cover.
❑ Other. Explain: .
Tributnn� condition/s�nbili�y [e.g.. highly eroding. sloughing bmiks�. E�pinin:
Presence of run/ri01e/pool complexes. Explain: .
'fributnry geometry: Piel< List
Tribumq� gradienf (approsimntc avcrngc slopc): %
(c) Flo�r:
'I'ributmy provides for: Pick List
Esfimate average number of �lo�v erents in rovicw area/ycac Piek List
Deseribc flo�v regime: .
Other infonnation on dumtion and volume: .
Surface Oo�r is: Pick LisL Chnrnctcristics:
Subsurl'ace Ilu�v: Pick List. Hxplain tindinas:
❑ Dye (or other) tcst performcd: .
Tributary has (check all tha� appl}�):
❑ Bcd and bnnks
❑ OIiIVMb (check all indicntors that npply):
❑ clear, namral lina impressed on �ho bank ❑
❑ changcs in thc character ot soil ❑
❑ shelving ❑
❑ vegcintioi� mnttcd down, bcnt, or abscnt ❑
❑ leaf littcr disturbcd or wnshzd 2�aay ❑
❑ sediment deposition ❑
❑ �vmer stainine ❑
❑ o�hcrQist):
❑ Discuntinuous OH\VD4.� Gspinin: .
tl�e presence ol litter and debris
destruc�ion of tcrrestrinl vcgctation
Ihe presence of �vmck linz
scdimcnt sorting
scour
mulliple observed or predicted Flo�r even[s
abrupl changc in plant convnunity
If fnetors o�her t6�n the OI IAV�I were used �o delermine laltral e�tent of CA1'A I��risdiclion (cheek nll thnt apply):
❑ Fligh "I�ide I,ine indiceled by: ❑ Nlean liigh 1V,iler Mark indicnted 6}':
❑ oil or scum line along shore o6jects ❑ survey to availnble dawm;
❑ tinc shcll or dcbris deposits (foreshorc) ❑ physicnl mnrkings;
❑ physical inarkings/chari�eteristics ❑ regetntion lines/chamges in vege�a�ion q�pes.
❑ tidnl gnuges
❑ other(IisQ:
(iii) Chemicnl Characteristics:
Chnrne�crize tributnq� (e.g., «�ater color is clear, discolored, oily film: ���ater qualiq; genernl ���alershed charneteris[ics, e[c.).
F.spinin: .
Idenlify specific pollutants, if 4��o�vn: . -
�A nnlural or man-made Jisconlinuity in the OH\Yn1 does not necessarily sever I��risdiction (e.�., wherc tlie sirenm lempo�arily Oorcs unde�ground, nr �chere
fhe OHWM hns been rcmoved by developmen[ or nericul�ural practices). \Yhere �here is a breaA in �he OH1VM �hn[ is unrelateA to �he �vmeebody's Ilow
regime (e.g., flo�v over n rock outcrop or �hrough a culrert), tl�c aaencies will look for indicalors of ilo�r abore and 6elo�c Ihe break.
'Ibid.

(ir) Riologicnl Chnrncteristics. Chmmel supports (checic nll (hnt npply):
❑ Riparian corridoc Characteris�ics ([}°pc, nvcrngc �cidth): .
❑ P'ctlnnd fringe. Chnrac�cristics: .
❑ Habitat for.
❑ Federally I,isted species. 8xpinin tindings: .
❑ Fish/spawn areas. Bxpinin fin�ings: .
❑ Other environmentally-sensiiive species. E�plain findings:
❑ AquatichcildliCe diver,ity. E�plain findings: .
2. Char�cferistics o(�retlands ndjncent to non 'I'N\V that ilow directly or indirectly into TN�1'
(i) Physical Characterisfics;
(a) C;ener[�I AVelltmd Charncteristics:
Properties:
\Vetland size: acres
Netland typa. Explain: .
lVctlnnd qunlity. Gxpinin: .
Prolect �cetlnnds cross or serve as st�te boundaries'. E�plain:
(b) General �low Relationship �vi�h Non-TNVV:
Plow is: Pick List. bxplain: .
SurCace �low is: Pick List
Characlerisf its:
Subsurfnce flo�v: Pick List. Expinin fiiidings:
❑ Dye (or otlier) tes� performed: .
(c) Netinnd Adjnccnc�° Dctcrminntion �vith 1�'on-7'D1R':
❑ Direc�ly tibutting
❑ Not directly abulling
❑ Discrctc �vGl�nd hydmloeic conncction. Gxplain:
❑ Ecological connection. E�plain: .
❑ Sepamted by berm/barrier. Explain: .
(d) Prosimib� (Relationshin) m TVAV
Project �cetlands are Piek List river miles from TNW.
Projeet wnters nm Pick List nerial (straight) miles t}om TN\V.
Flo�v is Gom: Picl< List.
Eslimntc approximatc location of wctland ns �vithin �hc Pick List Iloodplain.
(ii) Chemicnl Chnracteristics:
Characterize ���etland syslem (e.g., water wlor is clenr, broan, oil tihu on surRice; �cnter quality; gener�l �rntershed
chnrncteristics: etc.). F,xpinin: .
Identif}� speeific pollutnn(s. if kno�en: .
(iii) Biologicnl Chm�ncteristics. ��'etlnnd supporfs (check nll thnt npply):
❑ Ripnrian buf%e Chnracteristics (q�pe, nverage �cidlh): .
❑ Vegetalion type/pereent cover. hapinin: .
❑ Hnbilal (or:
❑ Pcdcrally Listcd spccics. Explain findings: .
❑ Fish/spmvn areas F,aplain findings: .
❑ Other environmentnlly-sensitive species. Explain findings:
❑ AquaiicAvildlile diversity. Esplain Lndings: .
3. Characteristics of nll wetlnnds adjacenf to the tributory (if an,y)
All �retlnnd(s) beine considered in Ihe cumulative nnalrsis: Pick List
Appro�imutely ( ) acres in tolnl are being considerzd in the cumulntive nnalysis.

for eech �retl�md, specify lhe following:
Directiv abuts? (Y/iV) Size (in acres) Directh� abuls? (1'M) Size (in aeres)
Smmm�rize overall biologieal, chemieal and physical fimctions being performed: .
C. SIGNIFICANT NEXUS DE7'ERDIINATION
A significnnt nexus annlysis will nssess thc Oow chnracterisfics and funetions of the tributnry ilself nnd the funetions perPm�med
by an}� wetlands ndjncen[ to the tributnry to defermine if ihey significnntly nffect thc chemicni, physicnl, nnd biologicnl integrity
of a"fN�V. For ench of the following situ�tions, a significant nexus e�isis if the tributnry, in combinntiou with nll of its ndjacent
weHands, hns more th�n n speculative or insubstnnfinl effect on the chemicnl, physicnl nnd/or biologicnl integrity o(n'I'N\5'.
Considerntions when evaluating signifirnnt nesus include, but nre not limited to Hie volume, duration, and frequency oCthe llon�
of wnter in the tributary nnd its prosimity to n TN�V, nnd the funetimis perfm�roed by the tributnry and nII its ndjncent
wetlnnds. It is not :�pproprintc to determinc significant nesus based solely on any speci(ic threshold of dist.ince (e.g. behveen n
tributary and its ndjncent wetlnnd or behveen a tributary nnd the TN�V'). Similnrly, the fnct nn ndjncent �retlnnd lies wifhin or
outside of n floodpinin is not solely determinntive af significnnt nexus.
Drno� connections behveen the (entures documented nnd tl�e e(fects on the TY\V, ns identified in t6e Rnpnnas Guidnnce nnd
discussed in the Instrucfionnl Guidebool<. Pnetors to consider inchide, for esnmple:
• Does the tributar}S in combination �sith its a�jaccnt �vetlnnds (if nny), hnve the capuciq� �o carry pollutants or flood waters to
TN\Vs, or to reduce �he amount of pollWnnts or tlood �cnters reaiching a"fvAV?
• Does (he tributnq�, in comhination ���ith its adjncent �vetlauds (if nny), provide hnbitat �nd liCecycle support func�ions for tish and
olher species, such as feeding, nestine, spa�ening, or rznring young for species tha� are pmsent in the'PN\V'?
• Does �he tributnq°, in coinbinntion �viih its adjacem «�etlands (it �n}�), hnvc thc cap�city to Irnnsfer nutrients and orgnnie wrbon tlmt
support do���nstreum food�vebs?
• Does the tributaq•, in combinntion wilh ils u�j.icen� ���etlands (iCm�y), havc othcr relationships to Ihc physicnl, chemicnl, or
biological integrih� of the TNl1'?
Note: ihe nbo��e list of considerntions is not inclusive nnd other fimctimis obserred or laiown to occar should be documented
bclow:
L Signifirnnt nesus findings for non-RP\V tl�nt hns no adjacent wetlnnds nnd Ilows directl,y or indirectly into TN\Vs. Esplain
Ondings of presence or nbsence of significant �exus belo�v, bascd on �hc tributflry itself, then go lo Sec�ion III.D: .
2. Significnnt ne�us findings for non-RP�V nud its ndjncent weflnnds, where the non-RP�V Oows directly or indirectly into
TN11's. �xpinin fmdings of presence or absencc of significnnt nezus belo�v, based on thz tributary in combination a�ith nll oCils
ndjncent �vetlands, then go to Section III.D: .
3. Signi�c�nt ne�us findings Cor wetlnnds adjacent to nn RP�1' bid thnt da not directly nbut the RP�V. F,spinin hi�dings of
presence or absence of signiticant ncxus bclo�v, b�sed on the tributary in combination aith all of i�s adjacenl �retlands, tlien go [o
Section III.D: .
D. DETERD{INATIONS OP JURISDICTIONAL CINDIYGS. THE SUBJECT �9ATCRSAVETLANDS ARE (CHECK ALL
THA7' APPL�'):
L TN�Vs and Adjncent \Vetlnnds. Check all that apply and provide sizc es�imn[es in revie�v area:
❑ TNVVs: linear feet ���idth (R), Or, ncres.
❑ VVctlands adjacent lo TNVVs: acres.
2. RP�Vs thnt �ow directly or indirecHy into TN\Vs.
� Tributnries of'fN\Vs �vhere tributaries [ypically flow yearvround nre I��risdictional. Prorida dnta and ralionale indicating �hat
tributary is perennial: Budingame Creek is sho��n on Ihc USGS topogrnphic map as a perennial strzam..
❑"fributnries of TN\V �ehcre Iributnries hnve continuous Oow "seasonally" (e.g., typically Ihree months each year) are
jurisdictional. Dntn supporting �his conclusion is provided at Section III.B. Proeide rationale indicating thnt tribu�aq� Oo�rs
scnsonnlly: . -

Provide estimates forjurisdictionnl waters in Ihe revie�c are2 (check all ihat npply):
� 'I'ribulap� �vaters: 200 linenr fee� l2-IS �vidth (ft).
❑ Other non-���ctlmid �vaterx acres.
Idenlity lype(s) of �cnters: .
3. Non-RP\Vs ihnt Oo��� directly or indirectly into TN\Vs.
❑ lVa�erbodp that is no� a"fNVV or an RPAV, but (lo�cs directly or indireclly into a TNW, nnd i� hns n significan� nesus �vith n
TNlV is I��risdictional. Dma supponing this conclusion is proeided at Section IILC.
Pco��ide estimates for lurisdictional �cnters aithin thc revien� aren (check all that apply):
❑ 'll�ibutaq� �vnters: linear 1'eel �vidth (fl).
❑ Oiher non-�setland �vaters: acres.
Identit�� type(s) of �vaters: .
4. AA'etlnnds direetly nbutting nn RPR'that Oow directly or indirectly into TM1's.
❑\VeUands directlp abW RP\V nnd thus arc I��risdictiunal as adjacent �vetlnnds.
❑ 1Vellunds direc�ly nbutliiig an RPR' �ehcre tributaries typically tlow ycnrvround. Proride da�a nnd ra�ionale
indicatine that tribu�ary is perenninl in Section III.D.2, above. Provide rationale indicnting �hnt ���etl�nd is
directly abutiing an RPN: .
❑VVetlands directly abutting an RPAV whcrc tribu�aries typically lloa� "scasonally.'� Provide data indic�ting Ihnt (ribumry is
sensonal in Scction III.B and mtionalz in Szction III.D.2, above. Provide ra�ionale indicnting Ihnt wetlund is directly
abu[ting nn RPR4 .
Proride nereage estimales for I�irisdictional ���atlanAs in Ihe rorie�v area: aerzs.
5. \Vetlands ndjncent to but not directly nbutfing on RP�V thnt ilow directly or indirectly into TN\Vs.
❑�VeUands thal do not directly abut an RPIV, but �chen considered in combina�ion �cith the �ribWnq� to �vhich they ara adjneenl
and wi�h similarly situated adjnccnt �vetlands, havc n significnnt nexus �cilh n"CNIV nrejurisidictional. Data supporting Ihis
condusion is prorided nt Section III.C.
Provide aceeage estimn�es for jurisdictional �cetlands in Ihe mvie�c nren: acres.
6. ��'etlmids adjacent to nan-RP�1's ti�at ilo�r directly or indirectly into TN\Vs.
❑VVetlnnds a�l���z��t �o such �ca�er, zmd have ��°hen considared in wmbination v°itli the tribwap� to ���hich they are adlncenL and
with similady siluatzd ndla�znt �vetlands. hnve a significant ncxus �vith �'I'N1V arejurisdictionnl. Dn[a supporting tliis
conclusion is provided at Section III.C.
Provide estimates 1'or jurisdictionnl �vetlands in the ravie�r area: neres.
7. Impoundments ofjw�isdictionnl w�ters.'
As n general mle, the impoundmeni of ajurisdictional tributaq� reinnins jurisdictional.
❑ Demonstrntc thet impoundinen[ ���as crea�ed liom "�vnlers of �he U.S.," or
❑ Demonstrnte thn� �cater meets the eri�eria Cor one ot the c�tegories presen�ed above ( I-6), or
❑ Demonslrnte that �vatcr is isolated ���ith a nexus to commerce (see E bclo�r).
G,. ISOLATCD �IN'I'ERSTATB OR INTRA-STATE� \VATERS, IYCLUDINC ISOLATG,U \1'ETLANDS, TIIF. USE,
DEGRADATION OR DCSTRUC'PION OP �VHICH COULD ACI'ECT INTGRS'fATC CODIDiERCE, INCLUDINC AVY
SUCH R'ATCRS (CI1EC1< ALL THAT APPLI'):10
❑ which are or could be used tiy intersfi�c or foraign trnvelers for recrealional or otlier purposes.
❑ from �vhich t�sh or shellfish are or could be tnken and sold in inters�ale or foreign conuncrec.
❑ which nre or could be used for induslrial purposes by industries in interstato commerce.
❑ Inlers�ate isolatzd �vatcrs. F,splain: .
❑ OUier tac[ors. B�pinin: .
Identify wntcr body nnd sunmiarizc r�tionale supporting determination:
�See footnote H 3.
° To eomplete the.nnlysis mfe� to �he key in Sec�ion III.D.6 of�he Instniclional GuidebaaA.
10 Prior �o nsserting or deNining C\\'A jm�isJic�inn bnsed solely on tliis cntegmy, Cm�ps Uistricfs �cill cicrale Ihe aclion lo Cm�ps anJ F.PA HQ for
rerie�v consistenl �� ilh Ihe pracess dcscrihe� in Ihe Cm�pslF,PA Dlei�ianuulum Re�nrdiug CII:I .IclJurisdielio�i Fnllnu•ing Rrrpmms.

Provide zstimates forjurisdictional ���ater in the rericw �rca (check nll tl�at npply):
❑ T�ibutaq� �vaters: linenr fcet �vidth (ft).
❑ O�hcr non-«�ctland waters acres.
Identify q�pe(s) of walers: .
❑ \1'ctlnnds: ncres.
NON-JURISDICTIONAL \VA'PERS, WCLUUING �VETLANDS (CHECI<ALL THAT APPLI'):
❑ If potential �vellands ���crc nsscssed �cithin thc rcvie�v nrza, thcse nrens did not mezt the criterin in thc 1987 Corps of Eneinccrs
\Vetland Dclinca�ion M�nunl and/or nppropriate Itegional Supplements.
❑ Re��iew aren included isolated �c��ters �vi�h no subs�antial ne�us to inierslute (or foieign) commerce.
❑ Prior to the 7an 2001 Supreme Court decision in "SD�INCC," Ihe revie�v area �vould hare been regulated based solelv on the
"Nligrntop• Bird Itule" (MaR).
❑VVaters do not mee� the "Signi�icanl Nexus" st�ndard, �vhcre such n finding is rcquircd for jurisdiction. Esplain: .
❑ O�her. (csplain, if not covcrcd abovc): .
Pro�•ide acrcage estimntes for nonyurisdictiomil �caters in ihe rerie�v nrea, �vhere lhe sole potenlial basis of jurisdietion is [he MI3R
fnetors (i.e., presence of migra�ory birds, presence ol endaneead species, use ol water lor irriga�ed agriculture). using bes� professional
judgment (check all thnt applp):
❑ Non-�vetlnnd �vaters (i.e., rivers, slrenms): linear feet �cidth (fQ.
❑ Lakcs/ponAs: acrzs.
❑ Other non-�ceUimd �caters acres. List lype of aqua�ic resource: .
❑ Netlands: acres.
Pro�•ide nerenge estim�tes for nonyurisdictional �caters in the revie�v arza thal do not meet �he "Signiticani Ne�ui' stnndard, �shere such
n finding is required f'or jurisdiction (check all tliat apply):
❑ Non-���etlnnd �enters (i.e., rivers, streams): linear feet, �ridlh (fl).
❑ I.nkes/ponds: acrzs.
❑ Olher non-�cetland �vaters: acers. List type ot aquntic resouree: .
❑ lVetlands: acres.
SECTION IV: UA'I'A SOURCES.
A. SUPPORTI�YG DATA. Dnta reriewed fm� JD (check nll thnt npply - checked items shnll be includcd in case tile and, �chere chcckcd
nnd reques[ed. npproprintely reference sources belo�r):
� �4aps, plans, plots or pla� submitted by or on bchalf ofthc applicant/consultnnC .
❑ Dnta sheets prepared/submilled by or on behalfof Ihe applicnnt/consultant.
❑ OIGcc coneurs ��°i[h datn sheets/Aeline��ion report.
❑ Oftice does not concur �vith �ata sheets/delinentimi report.
❑ Dnta sheets prepared by the Corps: .
❑ Corps nari�able ���a�crs' s[udy: .
❑ U.S. Gcologirnl Survey I lydrologic AUas: .
❑ USGS NFID da�a.
❑ USGS 8 and l2 diei[ HUC nmps.
❑ U.S. Geolooical Survep mnp(s). Cite scale K quad name: .
❑ USDA Nniurnl Resources Consen�ation Sen�ice Soil Survey. Citation: .
❑ N�llional �cetlan�s inven�oq� nmp(s). Cile name: .
❑ State/Local wetlmid imcntoq° map(s): .
❑ PEn4A/PIR\4 maps: .
❑ l00-ycnr Floodpinin F,levntion is: (Nutionnl Geodectic Vertical Datum of I929)
� Photographs: ❑ Aerial (Name & Date): .
or � Other (Nnmc R Datc):Project site: Mnrch 7, 2013.
❑ Prerious detennination(s). Cile no. mid d�te of response letter: .
❑ Applicablc/supporting cnse In�v: .
❑ Applicnble/supporling scientifc litemtu�e: .
❑ Otlier in(ormation (plcasc spccify): .
6. ADDITIONAL COi�L\1EN'I'S "1'O SUPPORT JD:

�� �
-r.
�
{S ��,` _
yj...�-1 :lvy'
�. �"
: n
Project No:
WBS No.:
Terl. Airl No:
Federnl
Pr�af7'rn�AinRNo. �lu(avnl U!e�
12-08-0056
HISTO1tiC ARCHIT�CTURE AND LANDSCAY�S
NO HISTORIC PROPERTIGS PR�S�NT OR AP'F�CTED FORM
This Fortn only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with [he
Archaeology Group.
17BY.14.R.17
Yes
PHOJrCT INFORMATION
Cour:ty:
Dncu�uen(
7' e:
Fruidiitg:
No Per»ri!
Tra��sylvania
MCC/Attac}unevl G
State I I Feder�l
TVA
Proiect Descriutioa:
Replace Bridge No. 23 ou SR 1152 (Upper Whitewater Rd) over Burlingame Creek.
SUMMARY OF HISTORIC ARCHIT�CTURC ANll LANDSCAPCS I2�VIEW
� There are no National Register-listed or Study Listed properties within the project's area of
potential effects.
� There are no properties less than fifty years old which are considered to meet Criteria
Consideiation G within the project's area of potential effects.
❑ There are no properties within the project's area of potential effects.
� There are properties over fifty years old within the area of potential effects, but they do not
meet the criteria for Iisting on the National Register.
� There are no historic properties prese�it or affected by this project. (At[ach any notes or
documents as needed.)
Date of field visit: Apri12013
Descriptiai� of revieiv nctivilies, resu(ts, nnd caaclnsions:
This project was reviewed ou August 15, 2012. A a 1890s house was identified within the
vicinity of the bridge, and a survey w�s tequired to identify the structure 1nd its eligibility.
A survey was conducted in April of 2013. The Murrell House, located north of thc bridge at
1986 Upper Whitewater Road, was determiued not eligi6le for listing in the National Register as
integrity of the sUuclure has been compromised tluough tl�e relocation of the structure and
additions. Two c. 2009 houses also on the property, chinmey rem�iants south of the bridge, and
several post-1980 vacation houses in the vicinity of the project are ��ot NR eligible. In addition,
bridge No. 23 is not NR eligible. There are no National Register listed or eligible propei4ies
within the APE. If design plans chac�gc, additional review will be reyuired.
Hiimrir Ardiilnmrc miA/.ondzcnpas A'O HISIi�17/CY/tOPCRTIIiCYRFS7iA7'O2 dP7TLC7liD/�rm� for Alinor7}anqwrmiiau /'roJeo6 m Ounl f ed Li �6x d001
Pragrmnumric Ag�eenuvn.
I'age 1 of 4

SUPPORT DOCUMENTATION
�Map(s) ❑Previous Survey Info. �Photos ❑Correspoudence QDesigu Pl�ns
FINllING BY NCDOT ARCHITI;CTURAL HISTORIAN
i-IIStOPIC ACCIIIfeCfUl'0 allCl L,at1CISCT�05 — NO HISTORIC PROP�RTIfS PRESENT OR ARrECTF,D
NCDOT' Architectural Historian
Date
/lialorie Asn'�ilealurr ruiALoudscnpes A'O H/SlOk/C PROPGRTIIiSYFG55NTOR dFFECTGD/ami far M1(inor Trnmpoimlra� Fmjer¢ ns Qiml�rd in IAe 1007
Y�ogrnnmmlrc dgr rzrnent.
P�ge 2 of 4

12-08-OD56
s�,.�,,.
r
� �„���� �r,�
`\��i��i111d�°.I�f��
UVP°
iQ
�c
,ann•Pan� y�
P�roject Location.
.eGl �
c' �
� �� k�.,,, O
.�
z
r °�
3„��.
HPO GIS Websitc
,�,,,
,,,,..,.:,,
my/ueioiii,.
•S1'o Sun'eY Rrquircd"Jonn Jor A/inar7ianx/wimlion Pra/eoL� n� Qunl�rd in IAr IOU7 /4ngrnavnnlir AF�rrmem.
NCUOT.trdreminp� �h !/iLOiic Ardii(t<Inrt Grou/i.�
�
�7
9
a
Y

12-08-0056
I3ing M1ps I3icds Cyc Vic�v.
IiYO UIS. C. 1950 housc is north of bridge approx. 150' nud housc
to left wns built e�rly 2000s.
••A'o Survcy 2eqvir.�d"/nvi f<�rTlinnr Trtn�qmrMliun Pia/rrls m Qunli/!rJ in ide 10U] Progiernmario.IGrrrn�enr.
KCDOT.7rJ�aeala�� �C� Nisla�it Ardii(echur Grov�u

Miu•rell House, loolcing nortl�west.
Murrcll Honsc, lookiug um•th�vest.
/lialoric ib�hire�lurr mid l�nAempte A'O ///ST01UC PROPFBTlIfS77!/iSGNTOR dl%I�EG'!iD/onn/or F/iuor Trmrzponnlia� Prajeau no Q�ml feJ in Ihe 1001
l'io8rnmumlic dgrermrnl.
r�g� a of a.

Mniy Ball Housc, c. 2009, uorth of thc Mw•rcll Housc.
Chiuwey Renu�auts soutlt of bridga Not NR eligible.
in,m.r��,�.�nu���i��..�,,,�d t����i,���:, n�n Hi.ei�xrc rnorcarurs rnisisvroa nrri;cnro%,�„�/ .e�r��,,. r.�„„p„�„n�» a.������,,,. g���ip�•d;�� mr zaa�
Piagrnnnnnlic Agnznu�ii!
Page 4 of 4

0
�- � � �.. ""� � � � �"'� ./.sh� �.-.. . ; �
S� 'A � � �
g /` �� ±� ,
Oi , � �. � . � •�, � '� �), . �_ 1 jl v=;� � rA)
� i - I1�1 I
,n i
Yli' � 3 _ �`� � � .��` � ��
�� ��_^ � fi (. '; F } � � � - ! I
J � •
I, F/ r�= . I t'�l -.(.. J t'.� I;'� � i
�/�% ,, . ��, j: y�:L �, I
� i �� .
-� 't � �.�y�S" I
� - ."] ���•(/ J • •� _ . . Y )' 1 J � I .
1[�.
'��� - ' J� � � ��1 � � . 't� �" 1
-` —s " L�' 1 � �
�i..h� _ _.J,� ( . �� .'1 ' '� �:! ' / 7 `
�
/ . � a.i" ._ . � _._ _ • } v� ,f ;�5�i � � �� I
�� �� .. �.? �. � �� �� �'1'""`^"'. "�. • i � � -. �
- � ,',�.' �` , � . � •' ' ' i .,� �v . , ~ � . � `��
; � ,.� , �tiil�', -, ; .�j ,
i . 1 �� .'ti ' . . �' _ _ ',
r- f� '
....r 6'� � ' � - yiQ � ), '�
_ �'� . • �� .r � �' �� �
i
.� . j^�/, �1 y "t , �' � i
�` � •�. ! : '} �. .\. ' � � , 4 �j i
�
rJ�� ' � . ��J'
; ti ' � �� ' � � � � . --"• • _ � _ . ' . ��'y1 �.
, J $ r �, �, � ',� `-�' `� �;''',
;. , � ;
���t
�� �t � °�
� `� ItE! -4. .�` �' � � '�'� �� ' ' i ������ � ;'_ ;;��f '�
'� � � �� c� � ��. I � ,.., `� 1 I ' �q :�I
� 9 ' .j, .s'. �., � � .1. r.� ��
` li . f� �._ �•• r �s ��
..' a .� 1` �� ^l. . � fI . i.s.
�� . i �
�� ���� ��.�� ��. �. .- � � 7 �� TI.
I ` I
1 �+. �3
�. �� ' i :I
u � �
t��7- - ;. 1. , w .5 �
�- _.--•V � _"' 1 ���� �r� _ 5�; ti �i�
. • . �7�' �' - � j � ' , �� J '... .'q
-a � ,�Z � ,>
� � ��,�,_:,�,�
� �, ' °,;�e���,��
� ., � f i;•` ,7 1: �, �,,. ; .. :� :a� .
�: ` __ i� ., '' � ,��� .:j
_vv :� .
. i � ,A � �, •�;, �. ,
I • ') ..� � p _' ' . 4,,� � �;' �
f;�! '/� � _�r' ' g � tn �
, � �
� �j ,`'�'y 6 . , ' � i� ' �
�n ti "i /'�. y_�� \ Y~��� V �p•,�
. � ',\ E; 1 .�J'
�,� '� r
�
� 4� '' , r�� '''� ` ;.es , , . .; ,; g _� , . ,
,
<�. � � i , : :;; :,�, � - ,
.�` _ S: , � , � �_, �_ .
i �Y r � i
` . -• � _ � �- i� (�� ���' � � /.
�: _�y '�� ,z �''.;���7'rl�v ,` � �Il �3� . . , i�.��l
,� �. � �,���:r 't \ S;_:,`a , r �' �
, 1
� � ^'� � - � �� �� . � ' ;
. , . �. . . ., ,1 , .,, . � �'r�,1,, . � � r
:. Y � ..�. _ ":�u`�...
s��• r •� ,, b
6 , . � � ; �,� �� '� ;
,
i. � , ,- _ ����
t. , �.
.._ , . �.
�. J ��, �� ` ,, `,.,,.s'�1��� `H �; . . r;'. . j� � . ' ,,_�''
� R -�f �� ,, .. � + , �. �,�#'�� ( r �,�i
... 4i '� •{' `"; `. t,�' (� % � ' '•�,�""`, I
,, , r, y
� ��:.r -,'► �K v� , , . s d-_ ,,.� ' I
\ �4 , �'� i' � _
..� , cr . . � � r^� , ._ , ��

NO SURVEY R�QUIRED FORM
PROJ�CT INFORMATION
Projec! No: Bridge 23
YYBS No.
I'.A. No:
17BPJ 4.R. ] 7
n/a
!'etlerrd (USACL') Perinil Reqedrerl?
P•ojecr Tr�cking No. (lnlen�nl UszJ
12-OS-0056
Co�mly. Transylvania
Documen[: Minimum Criteria Sheet
rmrding: � State ❑ Federll
� Yes ❑ No Permit Type: TVA
Projec! Desc�'iplion: Repince Bridge #23 over 6nr(ingnn+e Creek a� SRl151 (iVhrleivaler RrO !n Trniisy(vnuin
Counry�, Norlh Cnro/iun. Tl�e e.risling slrec/tue wi// be rep/nced roiNi n crorvn spnu s/ruclure ou erisling /ocalio�r.
The proposed conslrnc�ion efjorl is nnlicipnled !o ulilize nii oJj-sile delonr during co�istrucliou nc/ivilies 1/iereLy
mi�iimizi�ig �he ejjec�s to Nie srurai�ndiug lnnd surjnces. The cons�n�c�ionJoorprinr is �udike(y to erleud beyond
Ure eris�iag dilch-lines. The nrchneologicn! �iren ojPoleulinl Ejjecls (APE) for Ure projecl nrensures 400J�. iu
lengU� (200jl, jroui ench brldge e�id-poin!) b}� IOOjI. in ividU� (SOj�. /nlern(!y from endr side oJlhe SRl152 center-
liue).
SUMMARY OT CULTiIRAL RESOURC�S REVI�W
t3riejdescrip�ion ojrevieiv nc�ivi�ies, resrd�s of revieiv, nnd ca�clusioirs:
A map review and site file search conducted at the Office of Sta[e Archaeology on Monday, August 13, 2012
determined that the entire SR1152 roadway had been subject ro archaeological swvey and evaluation (H2lvorsen
2010). The cm rent Bridge 23 APE, located immediarely east of Sapphire/Lake Whisper, was designated Test Area
#9 during the 2010 survey. One archaeological site, 31TV973", the structural remains of 2 house that appe2r on
the 1946 Cashiers topographic map, was recorded. Containing nvo standing chimneys and a walled root cellar,
the site was recommended as no[ eligible for listing on the National Register of His[oric Places (NRHP). Despite
the location of this previously documented site within the �ridge 23 southwestern project quadrant, no
additional delineation or examinatlon is warranted fm� issues of compliance related to the cw rently proposed
construction effort. Although the bridge replacement is unlikely to affect 31TV973`*, the site area including all
above-ground sU'uctw al remains and any other undistw bed ground sw Faces outward of the existing ditch-line
within this quadrant should be avoided dw ing consu uction activities.
Historic sh uc[w e locations reveal patterns of settlement and occupancy across a landscape. These important
resom ces, and the archaeological deposits often affiliated with them, aid in disclosing muted histories and forgotte�
details of past lives. Examination of NRHP, S[ate StuAy Listed (SL), Locally Designated (LD), De[ermined Eligible
(DG), and Swveyed Site (SS) properties employing resow ces available on the NCSHPO website concluded that none
of the above designated properties were located within or direc(ly proximal to the APE. In general, no documenteA
archaeological or historical sites lis[ed on the NRHP will be affected by the proposed replacement effort.
Topographic, his[oric, and USDA soil survey maps, aerial and project photographs, and histm•ical/archaeological
reference materials were inspected to assess environmental, cultural, and other criteria that may have resul[ed in
past occupation within the project limits. This work also assisted in determining the level of modern, agricultural,
hydrological, and other erosive-type distw�bances which may have previously destroyed or dismantled unl<nown
archaeological deposits or featm�es within and sw rounding the APE.
BriejExpiniirr�io�z ojwlr�� Ibe nvnilnb/e injoriunliaii provirles n relinble bnsis jor renso�rnbly prerlicling !/inl
tliere nre no u�iideiilifrer! historie properNes in the APE:
Past archaeological investlgation of the f3ridge No. 23 project locale resulted in the recordation of one domestic
house site containing above-ground strucuu al elements. No fm ther archaeological examination of this resom ce is
advocated for [he present study. In addition, the 2010 swvey donm�ented no fw�ther evidence of cultural
occupation or visitation during inspection and scivtiny of the remaining ground sw�faces sw�rounding the Bridge
23 project area. Therefm•e, intac[ and meaningful cultural deposits eligible fm� listing on the NRHP are highly
unlikety to Ue located wi[hin the previously surveyed APG. No fw�ther work is recommended for [his s[ate-funded
Uridge replacement as proposed.
"No Sim�ay Hequired"fosm fas Afinnr Transparlolian Projulr os Qunlr/ird in IAa 1007 Prog�arnnraiit Agnrnienl.
NCOD]'Aid�nealoyv S Hlslnrir Ard�ilrUUrc Grovpi

SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Lifo � Photos ❑Correspondence
❑ Photocopy of Counry Survey Notes
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL
( NO SURVEY REOUIREn1
•,h'n Sun�ey Reqvind"fnrni fa hlinns Tron�portmion Proleae m Ouol fed in �Le 2007 %ogrammaiic Agreemenl.
h'CDOTAsdmeolo(y6 HBmntAr.hilrnweGrovys

.-° � 5� i
,E! �j
� � , '� .�:
� � n `� �
_�a�'! J� �� I
'a� ��i
� :�.�,,- f ,--, --�,,.r Tr, i
/` ` � `� �� ��. .
�' y`` ':;�„` •� ' ,)',,t " `lJ1 :s{
:.�
��,,�� �� �,6a� ,.
",�`� � � �,�: � r�
" �' ,�
�l
�S i: — ' i� - �,� � 1 l lu'7,11i� � �' � / i� � i;.i 1 t ,1� .
'_' ;;1 • r °'I'�f �l '� � f --,.�+ � '
, ;,
; .N� , � � � � i
,', l ,1;� „:��, �. �, .�-�, , �
lz_ _ �_ � , , �f �,;, � -, ���+` ,.�,� ;�.::I
� ,�.�.�� '1. �,. �'} •�c i
i!� i � ;l 1� � `1�, ,:t �� �� "'i
. � ��; � j ' j) �� : �: � � f � '� ,
I i ' , i ,� . � .��.+. I f ,,"A '-•''1S � 1 . _ �Itl''� ', �� / I'.I
{ �,' .
� ��.: j �Si � .n� � i ��� � J 1 �� �:. � • � � _ 11� _ �
� � 4_ I \'
' 1� � 1 �f` � � � ( \ ,�.' r�,,
��.�� .� �����: ��� , ;:�:, � � �r,• ,.; ' . � "�� � /,•' , �
,,� I } �,� 1; �� ', �._ ls •
1 � i' � 1� �tL 4.. '�
I � �� -�i} 'i. ., P - . ,; � )� .<.- :�'��I
, '�,1� � _ � i. ,.` „�. :S i ,�I
* ��, � ��3`� , Z ���� �, ' t �,���� , _ . '� ,� �
\*. tij�t . .I� it � .i: � - \_' � C� ]� '.s�, ni)',
. �' _ :. 1 � . � . I - -- • --�-== . . � 11( �'�-" W d
�,i ��, i, . . _ p."�.)�1
.' V ��i�i7 h' • ��.- � _ � •i
� } �d ',> `i � : � , � . . � . � � . \ ` . �' .
! � � (to�1• ' _ ��I� i.�7� 17�� i �1 � ��, � � I � % _ � , I�i
� I � `,.� i � ., . G i�. .Y ' '.� . , �I � Y��
�r , �1
�. S�„ � ' � �'l�if, i .,. Q ,.1 ' � }` �� � � i ���(� ''I
Z��f �':r I i n(� 1 !. ,�t; ,"i I' _ 1 � l�� 43 i
�)��,� „ l��,,��� -� '��'-. Y �.i _' i�)p�iJi
��11r- ; ` � � ' �' i��/r I ', � � ,. �Q�. �✓'_ ��. � ' \��1���)i
i
S
, . ! i ,p \T _� i�t j i ��� � °t��1 '�
� '� �� �� � ) : �y�, r i v I
1 � �i �. :Q � �" - ; . - pl{,���� �
� � (� � � � � �C i("'� vl�� �� uu i ,� . �.� ���' , ) J)�' �
� /f' 1yy f � , • (.� � I �� � ' p/i '� .
" l� � ' ' .!� . � , , f3 ,
C�; �\l � f t � �. � `, x;'
� , � � ,., '
I�r � i� `� � kl I� � . � 1�'.��" L� ,
0 i �. � ! & ,�j
FS� V I •6\ 7 ' � (�' i
`��� li lY � 4 O \ i
� , d. , ` .. <��r. i�., . .
� '^ I� � �� '� �V q
i �.. �`�. � �� �+,����. `� \ ' �Qq � �d•,
� � ol�' ,� �ii/ �4 .� [ �� ' l � . � ya� � . � .
,''f� I � ' � I ' , �I � S'
I��1� : ��',�} l �i ! - \\` , 1- . '',� .
�Ir' . . I \ �, ���
�: � � • r v. � �'� �� � � ` � � � � �� � �' i
, _ � � . �i � •�'� ,;:
`, � � , , `�! i � ( ). ..,�,
.. - . _-- s� r�_ ��. n� �'I �
i ` ., . '� I
� _ �� _ (f1�
� . 1
�
,���
�.� � ��i 4� � , � . � - f,�, �I . �/� , .,i .� • . j '_ ' . ,
`��`,'� ,, � i�r �.� � � - �� ����j�, � ��j' . I, �1 . :
�_� -�� i�� I c <R �qr', 'i�;(�� � �i
�'� � . -� � � ��\ � '. � 1 . .. . . � �1.\>���� `v �,1�
�t I ',�
I �,1. ?' � , r• t 7 � lY,�� `� 1
�
) _ ' %j '1� ' , � , ?,, , I f `, ,,
� -
+)�', �s�, ' �'� I; , �.i i �- I
e: i i, � � , � _�, i;i..
( ���. � � � ! i,�o9�y � '' � � , \ i
k� _ � � �� �. - ' I'� , �S "{' .� � � ,� \ � ��l i
i � � l I i �
± ' i
,�� a,. '�„ i /���' �. � .���I' � (� ` ��' �' � j�" ,�
� ,( �. � ti �I c.-\ �i ,�. � '� Ii' � . �' I
,
� � 'I A �'. � I I, A

12-08-0056
sm•�<yr
i
� ,��,��,� �,,�
�o�vi'FNd�
t•� kJ
�P�,i\e.i..
U\���
L �i
��
�>'
0 �•�
`���`.
� 1:.1c Uf
,v
�
Project Location.
�
n 1c�;c�
S
HPO GIS WeUsitc
•�,,,
bnrry�ht�p,
!)..,
,•Nu Sun'e�� Reqnfr.ed"/mri fnr Afinor limupoilnliou Pnjeclr m[7¢nli�rd in IAe 1009!}ngrnmmnllo Agrrrninv.
d'CDOI'.Irdmmluq� h Hivoria Ard�imimrr f.rw¢�s
�
n
o:
a
i'

12-08-005G
13iug Maps I3irds Cyc View.
HPO GIS. C. 1950 I�ousc is nortli of bridgc appror. 150' nnd house
to Ief't was built esu�ly 2000s.
•'No Sun'e�� RequireA"/onn/o� Aliuor7lnnspoilallan Pr 1���+m QunlifieJ ln IAz 100] ProR�nunnNle.ignen�nv.
T'COOTdrdio:ofogl'R� /flslo�ieArdulrrnncGimip�

�
v
w
+
�
�
�
�
�
�
ti
�
V
W
�
�
�
V
�
O
V
See Sl.�cei 1-A Fo� Index of Shea/s
Sce S� 1-B For Con�eMlonalSymbols
� ll .i\�� �ll' 1V �ll0 ll llll 'l�I]1��1L�1LAV �
��Q%����I� �IF ]Ei[��u1H['�VA�I'�
TRAI�SYLVAI�IA COUI�TY
LOCATIOAI: BRIDGE TI0.23 OPI SR 1152 (UPPER WHITEWATER ROAD)
OVER BURLINGAME CREEK
TYPE OF 6VORIC: GRADII�IG, GUARDRAIL, DRAINAGE AND CULVERT
-L- STA. 11+85.00 BEGIN CONSTRUCTION
// `�
�.�
/
1y
1
5�"
THIS PROIECT IS NOT WITHIN ANY �`�
MUNICIPAL BOUNDARIES
-L- STA.72+30.00 BEGIN PROJECT 17BP.14.R.17
CLEARING ON THIS PROJECT
SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD III
GRAPHlC SCALES
20 �0 Q 7�0 90
PLANS
30 i0 p 20 90
PROFILE (HORIZONTAL)
DESIGN DATA
ADT 2013 = 170
ADT 2033 = 160
DHV = WA %
D = WA %
T = b % `
V = 20 MPH
' TfST =WA DUAL b%
FUNC CLASS = LOCAL
SUBREGIONAL TIER
�
PROJLCT LENGTH
/6�
G��E�
� �
�h ��GP�
J�L i
i�//� �S.,
b�^. /sro �
UPPER WFIITEWATER ROqD
THREE-SIDED CULVERT
SKEW=105°
LENGTH ROADWAY PROJECT 178P.14.R.17 = 0.039 mi.
LENGTH STRUCTURE PROJECT 17BP.14.R.17 = 0.005 mi.
TOTAL LENGTH PROJECT 176P.14.R.17 = 0.044 mi.
b�
.J�
�O
Prqur� ftf NC00( fn 1fe 0(fice W�
,", moffatt 6 nlchal
IJB SLY\'O.INL SPEC/FIGRO.\'S
RIGNT 0!•' 11'd3' Dd7E:l TIM REID P.E.
JANUARY 11. 2013 rxo�rcr c.�'r.�a'eex
�
0
�o
�
ZZ
• T1n A06'i� �DYIV P
� 17BP.14.R.17
R1nAUt A�A141C
90% PLANS
-L- STA. 14+80.00 END CONSTRUCTION
-L- STA. 14+60.00 END PROJECT 17BP.14.R.17
LETTIh'G Dr1TG: I TRENT HUFFMAN, P.E.
JUNE 16, 2003 Pxoiccrnesrar c.ec�xFtx
H]OReIUI.ICS Ei\'GINEER
ROADIVA1' U5'SIGN
GNG/NGER
rE
�
�
PRELIMINARY PLANS
ro nor m na m��nv.� �o.v

DETAIL C
INLET CHANNEL I/APROVE7,1ENT5
I r�o� m s al.,�
Pmposed BoHOmless CaEetl
E<f0'/O�i011 Eaf
�.
NoWwl 7� _ ' "_. '
�-Qasz'll' Rlpmp \'liiF Geo�e.iile on
Banks and Floodploin Bench Only
LOOSING DOYINSi0.EN.1 AT NLVERT INLEf
STA. 13+06 RT -L-
DETAIL E
CULVERT INTERNAL CHANNEL
I �>� io s<o!-�
Pmposed Ballamless Col.etl
Flaadploin Rood0loir
ee�<n ee�m
ll'+ �
2d'
L5:1 15:1
Class'll' Riprap vGlh Geole.iile on
BonAs and Floodploin Bench Onl�
LOOKIIJG 00\'/NSiREWA AT CULVERi OUiLE
� wc r¢�
v�..cn
�uia rzu
�,�,�
e
DETAIL D
OUTLH CMANNEL U.IPROVEldENTS
INalln 5<abl
Pmposed EoHamiess Colvetl
&mvolian &cu:olion
&. —
Nmurol lEY/- �� °I
Ground �.—.{ j
�Closs'll' RiDroP YGiM1 Gealxnile on
Bonkz ond Flaadploin Benah Only
LOOKING UPSiRFN.1 AT NIVERi OUIIEf
STA. 13+20 LT -L-
6�YO ET/1.
w a:o ro :�r
d�
` pi� �a
�C'
a" �r /
/
���T'�
�
.�
DETAIL A
TOE PROTECTION
�N011o Sfal?) F\O`\�<
( pC
,�.��°`�S\o
Nomral
Gmund d
PSRI.1
d= 1 Fl.
iype oltiner= PSRh1
FROM STA.12+60 TO STA.13+00 l
CV£ \ n
u�S;T \
•is�i9
�'.
REh10VE ECISTI�
BRIDGE
19 LP OF INLET CHANNEL
IMPROVEh1ENT AND FLOODPWN
BENCH ON E4CH SI�E
EST 18 CY DDE
E5T 20 TONS C1A55 'll' RIPRAP
EST 27 SY GEOTEXTILE
SEE DEfAIL C, STA. 13+06 kT -L-.
O
IrARY Bf.U.
G3 IVA fG IVA
TOE PROTECTION, SEE I
STA 12+fi0 TO 13+00
mo�
-Ol- STA H02.99
�9.T4' LT
ELEV=]'50.P8' —
DETAIL B
SPECIAL NT DITCH
�N011o Sml.)
o� f�a�l
NoWml 9�� ��C� Slope
c,ou�a ?'I p F�o
d
Min. D= 1 Ft.
Type of Liner— PSRI.1 /Aw d= 1 Fl.
FROM STA. 13+20 TO STA. 14+60 RT -L-
I TUPFA 0. WIAY BA1l
W Jli fC /ET
12 lF OF OUTLET CHANNEL � �
Ih1PROVEI.IENT AND FLOODPWN
BENCH ON FACH SIDE
EST V CY OOE
EST 15 TONS C1A55 'll' RIPRAP /
EST 20 SY GEOTEXTILE
SEE DETAIL D, STA. 13+20 LT -L- �
LA
/
/
� �y� �PC 13+23J6
l(A FlE[ / �0?5,. '
�.,.:!zr
� +�0 � �� �- �i i �:
D' =
� U/sA �}\� .e.
.>� � �� '� �
F `..
✓
+43pD"�~
� LT
.,�>�;y�.n „f.`� �
ar..P
r✓ �
F
�e J'� F +65 �.¢�:s
� . y � \\ 24'
+00
� �.� �\ E za• E�`
q � h `� \ \\ \i�G°AV ]:0 R"%`✓ ^(.
, �-\ ,� +54. .. .. .. . . .. �
: b� ��� �T ' ��
'o,,,.�i-.�,._:�, . �, "�__" —� - o <
(� iE1E ' • P
iQ� „ \ �r
Q �.
a��
�\� �� . _""'" _
\\ C \/'nT ���'0j�a' '��!+�.r!5
O3 is,�
7lC'.:�1 h WRY �ALI
4� Ji2 FC IZI
�I
i�
0
0
N
�
N
�
Q
Z
�yc
�
f:lGI:IfER � ENGINFFR
w xm m ro� w.�m�rnov
//� / �kA�tiUl]�OI k
�� D3 SIS Fv' S�i
� / "—
� � � �Q iGSS[lE V/G 16£
�
b w�c I
e��t
/ Ni{OS
eNO wNSr�crroN �
♦ .. _/— GW� CTA /d1dIM
\�\
�F
I
35' RT ��-�
1 SPECIAL CUT DITCM
P20POSED 24'\Y x 7.2H' SEE DETAIL B
THREE-SIDED CULVERT �� �SaN'� �f1 STA 13+20 TO 14+60 RT -L- ...�_
SKE\'/=105°
PISYa l0+!/98 PI SYa 11+39.56 PISYa 12+338/
�= 396'34.3'fLTI �= 3T3?'D7'(R!J �= 58'56'I09'(RI1
D=/P 33' 43.9' D= 3T 2Y19T D= 7f /1' 142'
Point North East Elevation L= 3575' L= IA9E6' L° 826!'
T- 08B' T= 5lB2' T= 95.4Y
R= 54246' R=/1178' R= 803/'
1 51]953.3120 003932.8010 3149.62' 8=�� B°�� 8=��
0.S � 90 MPH AS = 25 MPH QS � 20 NPN
2 51]%2.6920 BO]886.900 3149.65'
3 51]9I6.94C� 803899.SCB� 3149.58' PISYO I.j'f56.IZ PISYo 14+5551 P15Ya 15+3274
�=1558'159fLT) �=7439024'(LTl �=T55'3P9'(LTl
q 51)9'o6.]UO 603915.3?�0 3199J0' D° ES�ZP' $'LP �_����.J� D= ISlB'43.0'
� _ �ssr c = uazc c = �sa
5 50959.033� 80392�.JJ50 3U9.BI' T='3ZS�� T=�� T°�. �z
R- 235D0' R� 9I78' R= A30.9Y
6 51]969.9)60 BO?092.B920 3149.�0' 6- G�I B° G0� B=��
0.S = 30 NPH 0.S = 30 NPH AS � 35 NPN

0 0 0
o �o �n v
� M M. M
I � `
r ��: \v':'.
r;
O St � �'
05�; �i
p i
I'
O I I
t
^ i
i �� ,
� � i
O �
N 5 �
,,,
�':;
0
o i
+ o
M
� � ��
1a � w
Bs� �s� � ?j
t � �' °
ic -
�j/ �_!
��
,
J Y
� Ci i
i_ .
�,j
I4
� It
ci
a
�
I ,v!/'l7d0:1 J;![1T! /17Ui h`V7d ��,
; i
�S� `,� . . _ — �, �- � - --
Yi1� �
� � lu �
Nil � \ � � ,
, � , >�? .��' \\ . '� /
� �
, \ �\ \ I !� .� � ''l.
� .,. � �\ ���'' \ ' v'-
� � � _ �� _ ,�-%�};``•�,
�; � tl i '
:-' � r� � �,��,4��
�:� — ' �- � �� � � �:;
� �/ , °.a .� �� �.� �, i i
,
��.,, ,, ;, ���_� � � ,,, ,, � �
a �a� . . ' ^ . � v �nua 3s �
� �.•�r,� ; , /" �A �� � � �smvr eu�sroi _ :
, �..ea'o � :3i3= �^:s . �
. t�'[D15�S�.lu � � �t��
! .�
' I l. ,�j . �i ...; -'
� J r
. . : � � . i. � �I � � j.
anl�nats suo7�% i�3rn �uo��d
,- „�;^'�, � .
OVLE�. - , --- � _ � h ,�
nn� oi ¢ uo�uo xi sn i�.� �ne a:u r '. I •��
o�sa �no ¢ r'nr �ocuc rsn r,se�oxi , �
i - / � I
� . L
�o:a nosc eeut reri ruic rx�a % --.
ierie v�enr eui` n nr �:nr rnm�n 05LEla a .u/ �� u� ;� ` � .�..
CJ: YM.1 �i :t !'d I L�141 .d J `� fi.'J tl 1 f,
A7N3f10dMJ i �, � � ;'
I31BVL 3AYOJ 3JNthY�E03N3d �� ' „ . z 7aiaa� v�n.�� �
�
OSl OOl 05 0 OS- OOL-
i i i
acl�uc.wi �,a�+ini>ur� ie.0 uivrwann:.s
IIYf9lt 9L±: A�[ �nNS
OPAIY�f�F RI',Tl. - O.FS SO.�Ii.
f1101 1" I.".�,1 PU�tl vc:GVOEI ES �Ci 6'1�'IAf� sll6=.S L IItUNALIIC OES'ql.l'iiY
III.6:Yl /A..A L0.11 0 l�L.fi Pifl CI!!11 [NU�pU Y_,']II lI10�1 NUI! IN(4$ pIRflI C
51!��� H.00(i u�-IJLIN 0% I,Q �IipLl 61PN 9fi(1.4 6(O�jUIIRL�S �0 IISCs
pSrIRR!.PS'r'LO /�'ILGO¢IU '(00!.'IfQ.Z.jVl.S IVfH N99 Ui.IH!.N•'.L 1!..!'01
u. -ri.evoo �.., .:ru n, - rio ..r:.
¢ =�01niRa - �3 cis 1}. _ �RJ cl:.
2�. -1p1e41 (:10J.i1 •.i..� cls U� � 550 c(:.
o,.,=o_zio„ :r.f,•,.s �rn n.o- csu cfa
U.m I:P�I6,� - Y)0 efe Orc' IOnp cic
061E
06l£
OSh
�.�ii uxii.
[.-r..-n �,�.� 0.95 5[LV4 .,...� IIS,S Oildfl u!v i I�:U.N IO'��rN�S
F..e.La_n ShVF'i!:AN (n�.:a1o: FI.9nl
Slr<.v. R:;:111[.:Il.n I�.�li � Ir<.�r. 1'J� V:Y11 ��1[-. olaJ . �
p(5'I��:i�Xl'LPIVH'��� OS�Sloli'-VI
M1�bmRell. �i���e � � Rf8(G5158S51SOYAl1.RH�IpS
t� .. �..�mnd. �,.. % v. ..ara .
Lvu tu Si� �s�u ef �p rnl G:m Lie .+ .U�SINEA V.- illtEkUfNI I AA[ 011il011 $P.I I NdY
ppxuiilil.na = IFdLUVdE bllil Iii�cF PdSlll�C ni1E9
c_p s1aVa., n>. lilV'F R.kf cl r.cob 11/A
Yr.. C'.;r..G.f !I/:, ul.� [.��e Il/A ir[sr.r./ I!/d
r.�o;ar i .
� l[R F .
ono 11/ DI terr.�. N�M1..roa LtiL4 fES�CE'II �e �1P
�iaYUi r i -r
Cnn �.q I i 01 li/A ;. . fG.p�E Vd, ICI'MdE ..n i01fl
I.N/U F -1011 lc lei6iu]".1�
�✓..,z.s m e_. 0.�� JEi EO d5 0�H (-UIVERI� ���a- _ r�.� ianr��sa LLLV-S'aL2
�Y I.OLLPdl���t UP[I� 41uh1
�sr.�oe �:�en cs n.oF-o:p n._.�, � eni rr�� m.. rii�� ce�r.-�a o..� 1 utu .u�i�:tr
�.:.Ail.ifl / Sfal��� c�lt 1:"AIr�•11..1I �Y Sll�n� IsfA le.:.�.��/ [�lar".l..jl II/�
!�.]zFUJI-])r.[�•T>G�1:/A c.f...e�.Lf�..��lrnl��.:.prl://• IIII.i�11L...a/.:IIA
o["c�i nnrn
..�,�y� r, nv er � 4«ir. r ci c rpp i�t.�rur s�uies 5 i�� Lr ..:,r.�7
rLH (Il! Sffll))�
�... . �y . li._C IId1 J r C 1U flit 1�i�V ii d100d) 0.�F A11(4EEN SP _I
H
ei"iii � o� ac o� S c ir- o ��< o ta�
�.,.. ,—,,.� 10 ,, � .I,.:,�, ��. � h ,. ,� ; ��� � �,� .. � , �., —I
� �,n,�_�� �5�-_��-�'� ;�_ � � ��—�
rc: xn�t � f-� �- � rx n;o . r��� ioox v�,cr.en�[r,�nr e snv. . er n'
�a�_:....� � .�x.�n�rr iunco�n..irnF�nn
n,��,��r����,,,,,�rco� ze r, esrvi
. .Y.SFI Oi5 a kS'pyip:.v.non..n'.:... �.o� ��/s c es :p31�
ne�..rvl C+�'n� frola.�.r !,I �5: 'I� � i N.1P Ol! lNll!::V�III:� II�A �D4 itFtR�'i.�L NMnI
�� v e+ ro re snon i i v r� 5�mmi �s i�+m
r r. -. •n .i. r. e vtc.� v. ��..eA
F� i' -a f �r ESU t ... F]0 SLell (_�. 1'40.0'i
... r<n n oer..w �L �r.. n. .> J� '�EeF i�. li5D.3
< <oo � � nn
,4s�,,!;� - -
�.o�dn��oi
0
�`i ii�a���i�. vu
�' ' �i%�TI� �� ��_ �. .
iv � � �
�� �.;;i
/A I
, ,m�,�1f,L ,
' �„M,
-i� ierni i iuro v � rtt� I
I �
wneis
i I
� � � .�#Li�k'rl�';;i
� ,����,
,�; � , , �, ; :�,�;
nni t.P�I�
\sst�nuca o�:?`m
� IS1H1
1]N%i; � T�nllJlni 1U]A�N J i'/130 II
__-1 ._ -_ . _.1I_ - :
I. ncuvn sti�j:n! ��
;
� s ri
' )� lr-' � I�# �'�' �i �;Y;
� Cl � i il'P � �h
��.a,,,� �i�� . ,� ,,,,,,
\ YY !
>,�„� �✓d�!t
l L41
�3�tv�n t�i�� �iYi.0 �
_ ___ _. —_-___I.._ -- �._ _ ' _ .
I
(ULVFII I SUli4'f Y' 3 IIYDNd01IL I)f SIGN NF VORI
H.(.f!�'LVi�tFl t' .\]I:�llalr.\
bV
° ..� cr w;..nz
�n�� ��..: �a
Fyl�
n.�... %�-biCU:J p�l.,� .. IIECAJ.O.N NeL srul'.n Ifip.F i-
:_ � lRI1GY1vA`.1 ;bez. b�a�l�•:pe�/( rM1±fr, brura, 09J
'. fn.��l�^V +.� 1.54 [e�.c.n i9195 a.1 lIC E'1
...--�.'.:.151r�'.liro IC 2i'�F1.7'll l!�I10'/IIiSIUn YIiJ`Il{ CO'i�:ill�( CIII\e�it
INS^'� CILCf SY:.'i ']5?IC:LtlCO`UI CIfSn, SPAV -)i.RS'1
N
1u fl CitnH IIa�On�q
iv 1-._ _.__t �'.11e .�r o.:.: :s IJt I 1 11-: U.UIH PI � Wri.90fii PII Ye. R15•
c
<.c�_. . : i mm� <..h)[.,+si ��.[.c�[ ....�.
' r,.:-�.e��i� ru i�.(ab�.;r„ 'O.i.,eg� o nD�.le:r:en ep�
�' 11R Sri.J. f'1 IPlcv�p:r. �Pr` Pa.. �Sg.P2 [.oti-.IIAVI� A,9
.! Ir-ccr�� (o-c•:.q SIR�:I fGN511iJ=1'011
_ � � �� �� �I�'j � �
-< / I i � I � � ' �I
_ �A , ��,t�i ,� � �II �� ki�'i
�1 t :i
� `� ! i{ �� ,;��,
4 �� .� `�L:, °w � ',�`���_'' .
`i . t - t.iA 1
s,.
"41' " I
i � ,.
,•
���� � ,,„
� r�1-,\ a. ti. T�' a�
��
�l TN
.. I 0.. "1_ _ ': _ -+ . -�;' _I
1/1,1� I �I� �� i�l��l�l. F �fi�G`n. � .
J' r.. o.. ' �Viu OeiGJi[���[ C �` r4 �'"
„ � c�+.r r� uv � r r ( i
o � .. .�� � � �.,. � ����f��
/Ji
o e �e c, %j� °i,y!!'.'_ �/% � ° BT� F, F r:
r "._, ,�f�iz �,n