20150259 Ver 1_Application_20150310

Corps Submittal Cover Sheet
Please provide the lollo�ving info:
1. Project Nauie Bridge 217 on SR 1471 (Pressley Roadl
2. Name of Property Ownei•/Applicant: NC Departmeut of Transportation
3. Name of
`Agent authorizn�ion needs to be atmched.
4. Rel�ted/Previotis Action 1D imuiber(s):
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Frauklin
8. County: Macoii
). Lat: 35.174516° N Long: -83.420987 ° W (Approx. Project Center)
10. Quadravgle Nauie: _Pranklin (35083-B4-TF-024)
l 1. Waterway: Wallace Bra�ich (C)
12. WatershecL• Little Tennessee River (06010202)
13. Requested Action:
X Nationwide Permit # 3
General Permit #
Jurisdictional Detennination Request
Pre-tlpplicatiou Request
The following iuformation will be completed by Corps oftice:
AID:
Pi•epare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Descriptioi�/ Natui•e of Activity/ Project Piiipose:
Site/Waters Narue:
Keyw�ords:

PnT McCROar
GO\'ERKOR
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STA"CE OP NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Mel'C�7 �, 2� 15
Ms. Lori Beckwitl�, NCDOT Regulatoi}� Project MTnagei•
U. S. Army Corps of �ngineers
I51 Patton Avenue, Room 208
Asheville, NC 28801-2714
ANTHONI' J. TATA
SECRETAILI'
SuUject: Naliom��ide 3 Permit Applicatiou
Replace Biidge No. 217 on SR 1471 (Pressley Ro�d) ovei• Wallace Braucli
Macon Couuty
WBS Element No. 17BP.14.R.114 (Minor Permit F'ee $240)
Dear Ms. Becl<with:
The Nortli Carolina Departmeut of Trausportation (NCDOT) is proposing to replace the subjeet
Uridge. The purpose of the project is to replace a fi�uctiou�lly obsolete timber bridge. Tlie
existing bridge is a 20.5' L � 20' W siugle span timber bridge. The ne�v sU�uctnre will be a siugle
span 30' L x 24' W Y 6' H 3-sided concrete arch cuh�eit on a 60 degree ske�v. Traffic �a�ill be
detoured off-site and the new culvert will be constructed on the esisting location. "I'he pi•oject
�vill also iuclude some minor approach work on the e�isti�ig roadw�y.
I am enclosing a PCN application, Rapanos Jurisdictional form, SHPO forms, plan sheets
showing tlie pi•oposecl �vork, a �narked vicinit}� �nap, a USGS c�uad map and photog�apl�s.
The North Carolina Nahiral Heritage Database was checked for reeords of threatened and
endangered species. The database lists 69 species for Macon County that have federal status. .
Ad<litionally, the bald eagle (H�lrneela�s lei�cocephahes), wl�ich is protected uuder the Bald and
Golden Eagle Protection Act, is known fi•om Macon Counry. Tl�e species iu the database with
cm•rent records include the sicklefin redliorse (�1loxoslomo sy.2), a candidTte species for listing,
and tl�e bog turlle (G/��plenry.r m��hlenbergii), which is listed as tlu•eatened dae to siinilacit�� of
appearauce to the listed norlhern bog turtle. Six species, spotfin chub (E�•imoirns n�onnchus),
Appalachiau elktoe (Alnsnri�lonta rcrneneliann), littlewing pe�rlyuiussel (Pegias fabidn), small
whorled pogonia (Isoh•in medeoloide,$), Virginia spiraea (Spirnea i�irgrniruui) aud rock gnome
lichen (Gyinnoderm� lineare), are listed as either threateued or endangered. The U.S. Fisli aud
Wildlife Service (USFWS) considers Maeai County to have potential for the endangered Indiaua
bat (�tlyolis so�lalis) and the northern long-eared bat (it�l��tosis se�tenU�iomdis) has been proposed
for listing as endaugerecl in the spring of 2015.
Fourteenih Divisiou Odicc
Tcicphonc: (828) �R6-2 W I 2S3 \l'cbster Rond, Sylvx, Noi9h Carolina 23779 Ftu: (82S) SS6-40d3

Bridge No. 217 — A�acon Counj� Page 2 Marcl� 9, 2015
Wallace Brauch at the bridge is too small for Appalachiau elktoe, little�viug pearlymussel, or the
sickletiu redhorse and Cartoogecl�aye Creek do��aistieaui of its co�ifli�ence ���ith Wal lace Braucl�
is probabl}� too cold to support mussels. These species do occur u� tl�e lower portiou of the Little
Temiessee River, bul this reacli is over 10 miles dowiistreaui of the bridge Ts w�ell as belo�a� Lake
Emorg and Portei's Bend DTm. There are no records for these species in tl�e upper reach of the
river or its tributaries such as Cartoogechaye Creek. Lil<e�vise, there are no records for spotfiu
chub in the Little Tennessee River's w�tershed above Lake Emoiy.
Riparian habitat at the projecl site is disturbed by mowed yards, driveways, maintained fields,
and tlie road aucl biidge. The habitat is not cl�aracteristie oflisted species or that fi•eqaented by
bald eagles. Wetlauds requirecl by the Uog turtle at•e also lackiug.
Virginia spiraea is rypic�lly Yound elong relatively liigh gradieut riveis that are larger tl�au
Wall�cc Braucli. The streauis arc prone to scouruig, �vhicl� favois tlie Virgu�ia spiraea. Habitat
at this site does not appear to be characteristic of this species, t1s witli listed aqiiatic species, tlie
nearest record for this plant is ovei• 10 miles downsh•eam of the bridge as �vell as below Lake
Emaiy aud Porter's Bend Dam.
The rock gnome lichen is rypically found at l�igh elevations on vertical rock surfaces that are
batlied in fog. Ho�vever, it cau occur at lower elevations in deep river gorges wliere there is high
hnmidity and on cliffs that receive seeplge from overlying-soil during �vet periods. The
elevation at the project site is about 2,120 feet witli rel�tively gentle topography along an open
the stream valley. Ancl, there are uo d�uip iock faces near the site.
There are no small «�horled pogonia records �vithin a tive mile radius of the project. Small
whorled pogonia typically occurs in open, dry, deciduous woods ��vith acid soil, though habifats
can include slopes Tlong streams and mesic forest in association �vitl� �a�l�ite pine and
rl�ododeiidrou. Ho�vever, the pi•oject scope is miniinll 1ud areas along the streaui within tlie
project site have been sigui[icantly altered. Tl�e forested habitat at the site does not appear to be
suitable lor the small �vhorled pogonia.
Indiana bats and northern long-e�red bats are kiiown to use h•ees with sloughing bark for suumier
roosts. Therefore, as prescribed by the USFWS, any tree removal at the bridge site will be
condncted beriveen October I S and April 15 (winter clearing) to prevent incidental iinpacts to
raosting bats.
Noi•ther�i long-eared bats are also known to roost iu structures, inclading conerete bi•idges tl�at
provide the necessaiy thermal characteristics. Tl�e existing bridge is a low timber structure that
shotild be too cool for bats. During the field scoping meeting we did not see any evidence tliat
bats were using die Uridge for roostiug (i.e. staining or guano). Moreover, there are no caves uelr
the bridge a�id, accorcli�ig to USGS data, tlie nearest underground miue is over 1.5 miles away.
Whether this niine is even currently open and serving as l�ibernacnla for bats is wiluiown.
Habitat at the project site appeais to be lacking for the listed species and the bald eagle. There
are no records of listed species from the Wallace Branch �vatershed. No tlu•eatened aud

Bridgc No. 217 — Macon Couuj� P1gc 3 March 9, 2015
endangered species were obseived duriiig the field scoping process aud a siibsequent site visit.
For these reasons �nd those disci�ssed above, includiug the iuclusion of the ��vinter tree clearing
requirement for bats, we recommend a"no effect" determination for threateued and endangered
species.
This projcct �vas i•eviewed by NCDOT's Huma�i Eirviromnent Unit in 2014 for potential effects
to l�istorical architecture aud archaeology. It �vas deteruiined that uo surve}� was required for
historical arcllitecture or archeological resonrces, resultiug in a no effect determination (see
attached forms).
NCDOT best mauagement practices will be used to miuimizc and control erosion and
sedimentation on this project. The constraction foreman will review all erosion control measures
daily to eusure erosiai aud sedimentatiai are being coutrolled effectively. If the devices are not
functioniug as intended, they will be replaced immediately ��vith better devices.
Imp�cts to Waters of tLe United States
Wallace Brauch (DWQ Class: C) is shown ou the USGS topographic map as a pereimial sU�eain.
Tl�e chanuel is well defiuecl �vith a substrate of gravel, sand, and esposecl bedrock aud is
approsunately ] 0-12 feet iu width. The stream has suftieient flow to support tish aud other
aquatic life. Wallace Branch at the site flows approximately 1.5 miles to Cartoogechaye Creek,
�vliich meets the definition of a Traditioual Navigable Water. For these reasons, we Uelieve
Wallace Brauch is a Relatively Permanent Water aud is under the jurisdiction of the U.S. Army
Corps of Eugiueers. Li order to construct the project, it �vill Ue uecessary to impact �vaters of tlie
Uuited States iu the Little Tennessee River Basui (HUC 06010202). Specifically, NCDOT is
requestiug to replace Bridge No. 217 with a 3-sided concrete arch culverL Listed below� is a
summary of the proposed imp�ets.
Site No. Existing Cm�ditiau Proposed Conditiou Net
St�tiou Im �acts
20.5' L s 20' W single spau 30' L s 24' W x 6' H 3-sided
Site 1 timber bridge concrete arcli culvert �
Old Timber abutmeuts aud Sloped stream bauks and
Site 2 roadway fill constructed riprap bauks/benches 85
Impervious dikes and flow
Site 2A Free 1lowing stream diversions to remove old 100'
abutments and place rip rap
Total Perinauent Stream Lnpact for 3-Sided (Bottmiiless) Culvert 0'
Total Permanent Stream Iinpact foi• Benches �ud Streauibaiilc Stabilizatimi 85'
Total Tempm•ai�y� Impact for Impei��ious Dike and Flow Diversimi 100'

Bridge No. 217 — M�con Couuty Page 4 March 9, 2015
Permits Requested
NCDOT is hereUy requesting autliorization mider Section 404 of tlie Clean Water Act to proceed
with the constructiai project outlined �bove. By copy of tliis letter, T am askiug Mrs. Marla
Chambers, Western NCDOT Review Coordinator �vith the North Carolina Wildlife Resources
Canunission (NCWRC), to comment directly to you concerning the 404 Nationwide Permit
request.
I am also reqiiesting anthorization mider Section 401 of tlie Clean Water Act from the Nortli
Catolina Department of Environment and N�tuial Resoiu�ces (DENR), Division of Water
Resources (DWR). ln addition, I am asking Mrs. Ch�mbeis and Mr. Beu DeWit, Roadsidc
�uvironmental Pield Operations Eugineer (NCDOT), to comment directly to me concerning this
perinit request,
If you liave auy questions or need additional infonuation, please contact me at [phone] or
Mr. Josh De}�ton, PE, at [phone]. Your early revie�v and consideiation ���ill be greatly
�I�Preciated.
Sincerely>
,r��°� �.� -
Mark S. Davis
.�"�i✓
Division 14 Eirviroiuneutal Prograui Supe�visor
Enclosures
cc: Ms. Amy Chapman, Division of Watei• Resources, DENR, Raleigh
Mr. Kcvin Barnett, Division of W�ter Resourecs, DENR, Asheville
Mr. Jason Mays, Biologist, US Pish & R�ildlife Service, Aslieville
Mrs. Marla ChamUers, Western NCDOT Review Coordinator, NCWRC, Ablemarle
Mr. Josl� Dcyton, P�, Division 14 Brictge MTnagement Engiueer, NCDOT
Mr. Ben DeWit, El, Roadside T'nvironmeutal Field Operations Engiueer, NCDOT

o�o� WAT�9�G
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
P�•e-Coust�•uctiou Notification PCN Form
A. A >licant Infm•matimi
1. Processing
1 a. Type(s) of approval sought from the
� Seclion 404 Permit ❑ Section 10 Permit
Corps:
1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by lhe Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all lhat apply):
� 401 Water Quality Certificalion — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Cerlification — Express ❑ Riparian Buffer Authorization
1 e. Is lhis notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Cerlifcation:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigafion � Yes � No
of impacts? If so, altach the acceptance leiter from mitigalion bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counlies. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 217 on SR 1471 (Pressley Road) over Wallace Branch
2b. Counly: Macon
2c. Nearest municipality / town: Franklin
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 17BP.14.R.114
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportalion
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Mark S. Davis, Division Environinental Supervisor
applicable):
3d. Street address: 253 Webster Road
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4030
3h. Email address: markd2visCcDncdoLqov
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��
(if applicable):
4d. Streetaddress: N/A
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5c. Streetaddress: 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 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. Si[e coordinates (in decimal degrees): Lalitude:35.174516 N Longitude: -83.420987
(DD.DDDDDD) (-DD.DDDDDD)
1c. Properiysize: acres
2. Surtace Waters
2a. Name of nearest body of water (sUeam, river, etc.) lo �/�/allace Branch
proposed project:
2b. Water Quality Classification of nearest receiving waler: DWR Class: C
2c. River basin: Liltle Tennessee (HUC 06010202)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of lhis
application:
The land use is primarily single family residential. The general landscape in the area is primarily grassed open fields with
soine forested areas. The immediate vicinily of lhe project is maintained grass areas with a few trees along the slream.
3b. List the total esiimated acreage of all existing wetlands on lhe properiy:
None
3c. List ihe total estimated linear feet of all existing streams (intermiltent and perennial) on the property:
N/A
3d. Explain the purpose of lhe proposed project:
To replace a structurally deficient and functionally obsolele 20.5 L x 20 W single span fimber bridge wilh a new 30' L x 24'
W x 6' H 3-sided bottomless arch culvert on lhe existing location.
3e. Describe the overall project in detail, including the type of equipment to be used:
Traffic will be detoured offsite. Erosion and sedimenlation control measures will be installed. The new culvert will be
constnicted on approximately the sarne location. Track hoes, dump trucks, bulidozers, 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 stream determinations by the
Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If fhe Corps made the jurisdictional determinalion, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Naine (if known): N!A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinalions or State determinations and altach documentation.
N/A
5. Project History
5a. Have permits or certificalions been requested or oblained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according lo "help Tle" instructions.
N/A
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 3 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):
❑ Wetlands � Slreams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are welland impacts proposed on lhe site, lhen 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
Permanenl (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P❑ T N/A N/A ❑ Nos ❑ DWQ N/A
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. Total �vetinnd imp�cts N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or inlermittent stream impacts (including temporary impacts) proposed on the site, lhen complete this
question for all stream sites impacted.
3a. 3 b. 3c. 3 d. 3e. 3f. 39
Slream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermiltent DWQ — non-404, widlh (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T 3-Sided Bo�clArch Wallace Branch � PER � Corps 10-12 0
Culvert ❑ INT � DWQ
Bank Stabilization � pER � Corps
S2 � P❑ T and Floodplain Wallace Branch � INT � DWQ 10-12 85
Benches
S2A ❑ P�T Impervious Dike Wallace Branch � PER � Corps �Q_12 100
and Flow Diversion ❑ INT � DWQ
S2 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S3 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Totnl Pm•manent Stream and Tributnry Lnpacts fm� 3-Sided ([3ottomless) Arch Culvert 0'
Totnl Permanent Strenm Impact Pm• I3anlc Stabilization nud �loodplain Benchcs 85'
Tot�l Tempm•my Strenm Impnct fm� Impervimis Dilce and !'low Diversion 100'
3i. Cominents: Total
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, esluaries, tribularies, sounds, the 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)
Pennanent (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
4G Total open wnter impacts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake consUuction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) SUeam 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 NIA N/A N/A
P2
SG Tot�I
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no:
5i. Expected pond surtace area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Melhod of construction: N/A
6. Buffer Impacts (for DWQ)
If project will impact a prolected riparian buffer, then complete ihe chart below. If yes, then individually list all buffer impacls
below. If an im acts re uire mili ation, then ou MUST (ill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Calawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. �g.
Buffer impact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name miligation (square feet) (square feet)
Tem ora T im act re uired?
B1 ❑ P❑ T N/A N/A � Nos N/A N/A
B2 ❑P❑T ❑Yes
❑ No
63 ❑P❑T ❑Yes
❑ No
6h. Tat�l buffcr impacts N/A N/A
6i. Comments: N/A
Page 6 of 11
PCN Form — Versian 1.3 December 10, 2008 Version

D. hnpact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures faken to avoid or minimize lhe proposed impacts in designing project.
The bridge is being replaced with anoiher spanning siructure (3-sided arch culvert) that is wider, which increases the hydraulic
capacity lhrough the bridge opening. The project is being built back on the same location without an onsite detour, thus,
avoiding the need to impact additional terrestrial habitat.
1b. Specifically describe measures taken to avoid or minimize the proposed irnpacts lhrough construction techniques.
Erosion and sedimentation conlrol ineasures will be installed prior to ground disturbance. The stream will be diverted away
from the old bridge abutments as needed during removal and rip rap bench/stabilizalion placement to prevent sedimentation
of downstream aquatic habitats.
2. Compensatory Miti�ation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Miligation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
26. If yes, mitigation is required by (check all Ihzt apply): ❑ DWQ ❑ Corps
❑ Mitigalion bank
2c. If yes, which miligation opfion will be used for ihis
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Miligation
3. Complete if Using a Mitiyation Bank
3a. Name of Miligation Bank: N/A
3b. Credits Purchased (altach receipt and letter) Type N/A Quantity N/A
3c. Camments: N/A
4. Complete if Making a Payment to In-lieu Fee Pro�ram
4a. Approval letter from in-lieu fee program is altached. ❑ Yes
4b. Strearn mitigalion requested: N/A linear feet
4c. If using stream miligation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigalion requesled (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 Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigation plan, provide a description of lhe proposed mitigation plan.
N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitiyation (State Regulated Riparian Birffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer lhat requires ❑ Yes � No
buffer mitigalion?
6b. If yes, ihen identify the square feet of iinpact to each zone of the riparian buffer that requires mitigation. Calculale ihe
amount of miligation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer miligation is required, discuss what lype of mitigalion is proposed (e.g., payment lo private mitigation bank,
permiltee 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 Manayement and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse Flow plan included? If no, explain why.
❑ Yes ❑ No
Comments: N/A
2. Stormwater Mana ement Plan
2a. What is the 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 Stonnwater Management Plan, explain why:
2d. If lhis project DOES require a Slormwater Management Plan, lhen provide a brief, narrative description of the plan:
The project is covered by Individual NPDES Permit No. NCS000250.
❑ Certified Local Govemment
2e. Who will be responsible for the review of lhe Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdicfion is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwaler management programs ❑ NSW
apply (check all lhat apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has lhe approved Stormwater Management Plan wilh proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Storinwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
Sb. Have all of the 401 Unit submiltal requirements been mel? ❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10. 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the projecl involve an expenQilure 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
environmenlal document pursuanl to the requirements of the Nalional or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has lhe documenl review been fnalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
lelter.) ❑ Yes � No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Waler or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 26 .0200)?
2b. Is this an after-the-fact permit applicalion? ❑ 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 this project (based on past and reasonably anticipated future impacts) resul[ in � Yes � No
additional development, which could impact nearby downstream waler quality?
3b. If you answered "yes" to the above, submit a qualitalive or yuantitative c�nnulative impac[ analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project involves the replacement of an existing bridge on a secondary rural road. The road infrastructure is not being
upgraded. The limited scope of this project would not be expected to result in any significant secondary or cumulalive
effecls.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposilion (non-discharge or discharge) of wastewater generated from
the �roposed project, or available capacity of fhe subject facilily.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Desiynated 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 wilh the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site woulQ impact Endangered Species or Designated Critical
Habitat?
North Carolina Nalural Heritage Database and Field Scoping Meeting
6. Essential Fish Habitat (Corps Reyuirement)
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 Essential Fish Habitat?
N/A—There are no marine or estuarine communilies within the Blue Ridge Physiographic Province
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cullural preservation � Yes � No
status (e.g., National Historic Trust designalion or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The project was submilled to the NCDOT's Human Environment Unit for review in 2014. It was determined that no
survey was required for historic architeclure or archaeology (see attached documents).
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 meets FEMA requirements: N/A
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program and NCDOT
Hydraulics Unit.
M�rk S. Davis
Division 14 Enviromnental Supervisor � � � _ ��, �j �`J� �j�
ApplicanUAgenfs Signature Date
AppliCanUAgent's P�inted Nafl'12 (Agenfs signaWre is valid only if an authorizalion lelter from the
applicant is provided.)
Page 1 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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APPROVLD dURISDICTIONAL DCTGR6IINATION �OR�I
U.S. Army Corps of Engineers
This form should 6e completed by follo�cing Ihe instructions prorided in Section IV of Ihe ID Fonn Instructional Guidebook.
SECTION I: BACICGROUND INPORDIATION
A. REPORT COAIPLETION DATC P'OR APPROVED JURISDICTIONAL DETERDIINATION (JD):
6. DISTRIC�P OFRICE, FILG NADIC, AND YU\I6CR:
C. PROJCCT LOCATION AND BACKCROUND IYROR\[ATION Bridge 2I7 on SR 1471 (Presslcy Rond)
S�ate: NC Cowuy/parislilUorough: ��Incon Ciry: ['ranklin
Center coordinntcs of site (IaUlong in degrce decimnl formaQ: Lat. 3�.I745I6° N, Long. -83.420987° �V.
lJnirersnl Trnnsverse \4eremor:
Nnine of nearest waterbody: AVallace L3rnnch (Class C)
Name of nenrtst Traditional Narigable �Vater (PN\1') lnto �vhich tlic nquntic resource �lo�vs: I.i�tle "I'enne�tisee River
Namc of �vatersheJ or Hydrologic Uni[ Code (I IUC): 06010202020030
� Chcek if map/diagram of revie�v nren nnd/or potenlial jurisdictional anas is/nre avnilnble upon rzquest.
❑ Check if other sites (c.g., offsi[e mitigation siies, disposal sites, etc...) are nssociated �vith this aclion and are rcco�ded on n
diRereutJD form.
D. RL;VIE\V PERPOR\ICD �OR SI"fG EVALUATION (CHECIC ALL'fHAT APPLI'):
� Office (Desk) Determinntion. Dnte: Febniaq� 27, 201 �
� Field De�crminntion. Dnte(s): June 25, 2013
SCCTION II: SU�IAIARI' OP PINUINGS
A. RHA SECTION 10 DETCI2�tIYAT[ON OC JURISDICI'ION.
There Are nn "�torignble irn7ers oJ the U.S." u'ithin Rivers and Hnrbors Act (RI IA) I��risdiction (as defined bp 33 CFR part 329) in Ihc
revie�s area. [Rer�r�irertJ
❑AVaters subject to the e66 an� (lo�r of tl�c tide.
❑\Vnters are presently used, or have been used in �he past, or may be suscep�ible for use to trans-port interstate or foreign commercc.
Explain:
R. CR'A SL:CTIOY 404 DETERVIINATION OC JURISDICTION.
There Are °�rn�er�s oJ dre U.S." �vithin Clean AVnter Act (CVVA) jurisdiction (as detincd by 33 Cf R part 328) in the review area. [RequiredJ
1. AYnters af tlie U.S.
n. Indicafe presence oPwnters of U.S. in rerie�r nren (check nll th�� npply): �
❑ TNNs, includine tcrritorinl seas
❑ lVctlnnds �cijncent lo "I'VAVs
� Rcla�ively permonent �caters' (RPNs) thnt Flo�v directly or indirectly into TNNs
❑ NomRPWs that tlo��� dircctly or indirectly into TNWs
❑ lVetlands dircctly nbutling IZPA1's thal llo�v direc�ly or indirectly imo 7'D7Al's
❑ AVetlands edjucen� to but not directly nbutting RP1Vs ihat ilo��� direc�ly or indircetly into'INVVs
❑ R'eUnnds n�jacen� m non-RPNs that flo�v directly o� indirectly into "CNWs
❑ Impoundments ol jurisdictionnl �raters
❑ Isola�cd (intcrstnte or intrastate) �vaters, including isolnled wetlands
b. IdentiCy (estimnte) size oPwnters of the U.S, in the review nren:
Non-�vetland �vaters: 150 lincnr fcet �vid�h (it) 10-12 and/or neres.
lVetlands: acros.
c. Limifs (boundaries) ofjurisdiction bnsed on: Esfnblished by OHR'�I.
Glerntion of eslablished OHNdf (if kno�cn): .
2. Nmi-regulated waters/���eHands (checic if npplieable):'
❑ Potentially jurisdictional �va�ers nnd/or wetlands �vere assesscd wi�hin [hc revie�v nrzn �nd determined to be notjurisdictional.
Esplain:
' Boses checked 6clo�c shnll be supported b}' comple�ing tlic npproprime sections in SeGion III below.
' For purposes oC�his form, an RPq� is' detined :s a IeibWnry �hn[ is not a TN\V nnJ thnt t��ieally Ilo�cs yenrround or has continuous �o�s at leae� "sensonallp'
(c.g., t}�picallp 3 months).
' Supporling documen(ntion is prsseNed in Seclion III.F.

SECTION IIL• C\YA ANALYSIS
A. TN�Vs AND �VCTLANDS ADJACCN"I' TO TN\Vs
'I'he ngencies will nsscrl jw�isdiction orer TN\Vs nnd ���ctlnnds ndjncent fo "I'N�Vs. If the aquntic resow�ce is n TMV, cmnpletc
Section III.A.1 nnd Section 111.0.L. only; if fhe nquntic resource is a�retland adjaeeid to n TN�P, complete Sections III.A.I Tnd 2
and Section III.D.I.; o�hcrwisc, see Sectiou III.6 below.
1. TMV
Idcnti 'ty ' IN 1V:
Summnrize rulionale supporting dctcrmination:
2. ��'etlnndndjncentto'I'N�V
Sumnmrizc rationnle supponing mnclusion �hnt ���etland is °uQjeiceni':
B. CH�VL�CTERISTICS OI' TRI6UTAILY (THAT IS NOT A TN\\') AND ITS AUJACENT \VETLANDS (I� ANY):
This section summnrizes information regnrding chnrneteristics of the tributary and ifs ndjncent wetlnnds, if miy, nnd it heips
deferminc whetlier m� not the standm�ds fm� jw�isdiction established under Rnpanas hnvc bcen met.
7'he agencies will nssert jurisdiction over non-nm�ignblc tributnries of'Il�\Vs where tlie tribidnries nre "relntivcly permanent
wnters° (RP��'s), i.e. tributm�ies Ilint typicnlly Ilow year-round or hnve cmdimwus flow nt Icnst seasonally (e.g., typieally 3
mmitlis)..1 weHand thnl directly nbuts nu RP�V is nlso jurisdicfimml. IPtlie nquatic resource is not n TN�V, but hns yenr-rowid
(perennial) Oo�r, sl<ip to Section III.D.2. If fhe aquatic resow�ce is n�vetlnnd directly nbutting a tributnry with perenuinl ilow,
sl<ip to Section III.D.4.
A wetland t�iat is ndjacent to but that does not dimctly nbu[ nn RP\1' requires n significant nesus evaluntion. Corps districts nnd
EPA regions o�ill include in Hie record nn}• nvnilnble informstion thnt docwnents the ezistence of n significnnt ne�us behveen :i
relnticelp permnnent tributary thnt is uot percnninl (and its adjncent wetlnnds iPnny) nnd n trndition�l nnvigable water, eren
t6ough a signifirant nesus finding is not required ns m m�tter of Imv.
If Uie �cnterboci�' is imt nn RP�V, or n wetland directly nbutting nn RP�V, n JD will require additionsl dat:� to determine if ihe
���nterbody has a significmit nexus witl� n TN�1'. IS the tribu�m�y hns ndjncent wetlands, tl�e signi(ic:mt ne�us evnluatiou must
consider tlw tributnry in combination �rith nll of ifs ndj�cent wetlands. Tliis significnnl nexus evnluntimi thnt combines, fm•
minlyticnl purposes, Hie tributnry nnd nll of its ndjncent weHands is used whefher thc review aren identiGed in the JD request is
the tributnry, m� ifs ndjncent wetlnnds, or both. If fhc JD covers n tributary ���iH� adjncent �vetlnnds, complMe Section III.B.1 (or
the iributnry, Section IILB1 fm� niq� onsite �retlmids, and Sec[ion IILB.3 Pm� all wetlnnds ndjncent to thnt tributnry, hoth onsite
nnd of(site. The determinntion whether n significant nexiis esists is detcrmined in Sectiun III.0 below.
I. Ci�nrncteristics of non= I'M1's that Oow directly or indirecHy into TNR'
(i) Genernl Aren Cmiditions:
V1'ntcrshcd size: Pick List
Drninae� nren: Pick List
Averuge annual rniNall: inches
Average annual sno���fnll: inches
(ii) Physical Charac[eristics:
(1) Relationshin �ai�h "CNVV:
❑ T�ibutap� flows directiv into TNV1'.
❑ Tribut�q• Flo�ss through Piek List tribWnries before enterine TNIV.
Project waters are Pick List rieer miles Gom T'NIY.
Project �eatcrs arc Pick List river miles tiom RPN.
Project �vnters are Pick List aerial (str�ight) miles from'I'N\1'.
Project �enters nre Pick List aerial (strnight) miles from RPR�.
Prqject weters cross or serve ns stnte bound�ries. Esplain: .
Idcntifi� Flo�e route to "fN W': .
Tribi�tnq� strenm order, if kno�vn:
' Notc Ihn[ the Ins�nic�ional Guidebook conlains uddiliounl informntion rcp:uding s�ralcs, ditchcs, �cnshes, nnA erosional features generally and in Ihe aeiJ
\1'es�.
` Flo�c route enn be AescribeA by identitying, e.g., Iribump� n, �chich Flo�cs Ihrough the mvie�v arza, lo Flo�r into Iributnry b, ���hich �hen �lo«s in�o TN\V.

(h) General Tributaw Char�ctcristics (check all �hat annh�l:
Tribulm}' is: ❑ Na�urnl
❑ Artificial (mnn-matle). E�plain: .
❑ Manipula�ed (man-altered). Esplain:
Tributnry propenies �vith respcct to top ot bank (estimnte):
Avert�ge �vidth: @e�
Average depth: liet
Ae�cragc sidc slopcs: Fick List.
Primnry Iributnp� substrnte composition (check all tl�at apply):
❑ Sil�s ❑ Sands ❑ Concrc�c
❑ Cobbles ❑ Gravel ❑ bluck
❑ Bedrock ❑ Vegetntion. "fype/%cover:
❑ Olher. Esplain: .
Tribirtaq° condition/sfnbiliq� �e.g., highly eroding. sloughing banks]. Explain:
Presence of run/riflle/pool complexes. 8xplain: .
rributnry geome�r}�: Pick List
Tribularv gradien� (approsimatc nvcrngc slope): %
(c) ['lo�v:
Tributarr provides for: Pick List
Ps�ima�e arerage number ol Oo�v crents in rz��iew nrefl/yenr: Pick List
Describc Flo�a rcgime: .
Other informf�tion on duration and rolumc: .
Surface [lo�v is: Piek List. Chnraeteristics:
Subsurface ilo�v: Picl< List. Gxpinin tindings:
❑ Dre (or other) iest pertormcd: .
'PribWap� h��s (check all (hat apply):
❑ Bed anA banks
❑ OI IAYM� (check till ind icators Iimt apply):
❑ clear. nalural line impressed on thc bnnk ❑
❑ changcs in �hc chnrncter of soil ❑
❑ sheh�ing ❑
❑ vegetation matted do«�n, bent, or nbsen� ❑
❑ leaf lil�er disturbcd or �cnshed mcav ❑
❑ scdimcntdeposition ❑
❑ �cater staining ❑
❑ othcr (list):
❑ Discuniinuous OHR'n4.' C�pinin: .
�he presenee of litter and Aebris
des-tmctiun of terrestrial vegeia�ion
�hc prescncc oC�crack linc
sedimenl sor�ing
$l'OUf
nmltiple observed or predicted Oo�v evcn�s
abrupt change in pinnt comnnmiq�
ll �actors other Ihnn �he OI IAV�I �cere used lo detennine lateral estent ol CNAjurisdiction (check all thn� applp):
❑ High Tide Line indicated by: ❑ b(ean Hi�h lVater A4ark indicated by:
❑ oil or scum line alone shore objects ❑ survey to nvnilnble dntum;
❑ fine shell or dcbris dcposits (foreshore) ❑ physicul markings;
❑ ph}�sical mnrkings/charncterislics ❑ vegelalion lines/chanees in vegetation types.
❑ lidal gnugcs
❑ other (list):
(iii) Chemicnl Clinrnctcristics:
Charamerix tribu�aq� (c.g., �vater eolor is clear, discolored, oily film; water quality; geneml �vatzrshed characteristics, ele.).
Gsplain:
Identilp specific pullutants, il knu�vn: .
`'A nntural or mnn-mnde discoNinuih� in Oie OH\\'\4 does not nzcessnrilq severjurisdiction (e.g., �rhere �he siream temporarily Flo�cs undergmund, or �chere
the Oli\V�1 h,u becn removcJ by Javclopmcnt or aericidtural practices). \1'here Uiert is a break in ihe OHRTf Ihal is unrtlaled lo thc �eatcrboJy's Ilow
regime (eg., Ilo�r ovee a wek outttop or IhrouJi n culvert), lhe agencics �vill look for indieator of Oo�r above nnd bzlo�r Ihe breuA.
'lbid.

(ir) Siologicol Characteristics. Channel suppa�fs (checi< all that apply):
❑ Riparian corridor. Chnracleris�ics (lype, average �cidlh): .
❑ AVetland fringe. Charac�eristics: .
❑ Habilat for:
❑ Federally Listed species. Explain �indings: .
❑ Pish/spa���n areas. Csplain �indines: .
❑ Other environmcntnlly-sensitire speeies. Eapinin findings: .
❑ Aq�mtichvildliti divcrsi[p. Bxpinin findings: .
2. Charneteristics of �vetlnuds adjacent to non-TN\\' ihnt (low directly or indirectly into TM�'
(i) Physicnl Chnrncteristics:
(a) General AVe�land Characleristics:
Propertics:
WetlnnA size: neres
VVctlnnA q°pc. 8xplain: .
Wetlnnd qunli�y. E�plain: .
Project �retlands cross or serve as state boundaries. Esplain:
(b) Geueral Plow Relationshiu �vith Non-TNlV:
Plo�c is: Pick List. Capinin: .
Sudace Ilon� is: Pick List
Chnracteristics: .
Subsurface Flo�c: Pick LisL 6'xpluin lindings:
❑ Dye (or other) test perlomied: .
(e) A1'eUnnd Adj�cener Determinnlion wi�h Non=1NVV:
❑ Directly abutting
❑ No� dimctly abutling
❑ Discrctc �cctlnnd hydrologic comiection. Expinin:
❑ Ecoloeicnl connection. E�plain: .
❑ Separn�ed by bcrm/barricc Cxpinin: .
(d) Proximitv (Relationshin) �o TNV1'
Project �vetlands are Pick List river miles Rom TNW.
Projeet ���aters are Pick List nerinl (straight) miles from T[�AV.
Flo�v is from: Nick Lisf.
Cs�ima�c nppro�imntc locntion of �vetlnnd ns �vithin �hc Pick List tloodplain.
(ii) Chemicnl Charneteristics:
Chamcterize �ve�land system (e.g., �rater color is clenr, brown, oil film on surface: �va�er quality; genernl «�atcrshed
chnrneteristics; ete.). F,�pinin: .
Identify spccific pollu�nnts, if kno�cn: .
(iii) 6iologicnl Chnrncteristics. R'etlnnd suppm�ts (chedc nll thnt npply):
❑ Ripurinn buFler. Chnraicteristics (t}�pe, averaee o�idth): .
❑ Vege�n�ion type/percent corer. E�pinin: .
❑ Habitat for:
❑ Pcdcrally Listcd spccics. Expinin tindings: .
❑ Fish/spa«-n nrens. E�plain findings: .
❑ Other environmen�ally-sensitive species. Espinin findines: .
❑ Aqua�ic/�vildlife diversity. Esplain findings: .
3. Characteristics of all wetlands adjacent to the tributary (if �ny)
All �reUnnd(s) being considered in the cumulntive nnalysis: Pick List
Approsimately ( ) acres in total �re being considered in �he cumulalive nnnlysis.

For each �cetlanA, specity ihe tollo���ing:
Directlti� nbuts? (l'Ml Size (in acres) Direcih� abuls? (1'/N) Size (in acres)
Summarize overall biologieal, chemienl nnd physicnl fime�ions being pedormed: .
C. SIGNIf�ICAN'1'NEXUSDETCRNINATION
A significnnt nezus nnnlysis ���ill nssess the Oow charoeteristics nnd Sunetions of the tributnry itself nnd tl�e fiinetions performed
by nny wetlnnds ndjncent to the tributar�- to determine iPlhey signifcantly affeet the chemical, physieal, and biologienl integrity
of n TN\\'. Cor ench of [he following situations, :i significnut ne�us ecists if ihe tributary, in combiimtion u�iH� all of its adjacent
wetlnnds, hns more than a speculatire or insubstmrtinl e(fecl ou the chemicnl, plq�sical nnd/or biologicnl integrity of n TNR'.
Considerntions �rhen eralunting signilicnnt nezus include, buf m�c nof limited to the columr, durn�ion, nnd 6�equency of the ilow
oSwoter iu ihe h�ibutnry and ifs prosimity to n 7'NV1', and the functions perfm�ined by the tributniy nnd nll its ndjncent
wetlanAs. It is not npproprinfe to determine signiticant nexus based solely on nny specific �hreshold of distance (e.g. behveen a
tribidnry nnd ifs ndjncent wetland or behreen a h�ibutnry nnd ihe TNR'). Similorly, the fnet nn adjaeent wetl�nd lies witliin or
outside of a(loodplain is not solely determinntive oPsignificnnt nesus.
Ura�r comiections between the fenhu�es documenfed nnd ti�c e(fects on the TN\V, ns idenfified in the Rnpm�os Guidnnce nnd
discussed in tlie hish�uctionnl Guidebool<. Ractm�s [o consider include, for ecnmple:
. Does the tributary, in combinalion �cith its ndjnccnt �setlands (if nn}�), hnce Ihc cnpaci�y to carry pollutnnts or Flood �cnters to
'INNs. or io reduce the amouni ot pollWants or Flood ���n�ers renching 1"IT'VA"?
• Does the �ributnry, in comhination �cith iu adjacent �cetlands (ifany), provide habitat m�d li(ecycle support fimetions lor Osh nnd
other species, such as Cee�ing, nesting, spa�vnine, or renring young for species �hat ive present in the 7T'\V?
• Does the �ributnn°, in comhinntion �cith its adjacent �cetlemds (il any), ha��e �he capacity �o Irm�sfer nutrients and organic carbon that
support do�cnstreum food�vebs?
• Does the �ributan°, in combinntion «�ilh its adl<<enl ���eUands- (if any), have otlier relalionships to �he ph��sicel, chemical, or
biologicnl integrity of the TNIV?
Note: the nbo��e list of considerntions is not inclusive and otl�er funetions observed or I<no�rn to ocew� should be documented
bclow:
L Signifcnnt necus findings for non-RPN t6a[ hos no adjncent weHnnds and ilows directly m• indirectly into "PN1Vs. Esplain
fmdings of presence or nbsence of significant nesus 6elo�c, based on the tributary i�self tlien co io Section IILD: .
2. Significnnt nexus findings for non-RPR' and its ndjncent wetlands, where the non-RPR' ilo�vs direcNy or indirecHy iuto
TN\Ys. F.�plain findings oCpresence or absence of significant ne�us bclow, based on fhe tribwaq� in combination �cith all ot its
aciln�znt ���eUends, then go m Section IILD: .
3. Signi(icnnf nesus findings for n�etlnnds adjacent to nn RPR' but that do not directly abut tl�e RP�A'. E�plain f ndings ol
presence or absence of sienificant ne�us belo�r, bnscA on the tributnp• in eoinbination ���ilh all of i�s ndjneent ���e�lands, then go to
Section IIID: .
D. DL,"PER�IINATIONSOP'JURISDICTIONAL�INDINGS."PHC,SUBJCC'T�VATERSAVETLANDSARE(CHECI<ALL
7'HAT APPLY):
1. TN�Vs nnd Adjncenf R'etlnnds. Check adl that apply and provide size estimates in review areu�
❑'I'�V1's: linetvfeet a�idih(R).Or, acres.
❑ VVe�lHnds n�jacent to TN\Vs: acres.
RP\1's thnt flow direcfly or indirecHy into TN\\'s.
�'I'ribu�nries of"fN\Vs �shere tributaries typically �lo��� yenrvround arcjurisdic�ionnl. Proeide data and rationale indicming Iha[
tributan� is perenniul: Wallace 6ranch has a���cll-dafined channcl and is sho�vn as a perennial slream on the USGS
topographic roap.
❑ Tributnries ofTN�V �chere tributnries hnve continuous Oo�v'`seasonall}'� (e.g., typicall�- ihree montlis each }'ear) ara
jurisdictionnl. D�tn supporting this conclusion is proeided at Section ]II.B. Provide rationale iudicatine tha� Iributaq� �loas
seasonal ly: .

Proride es�inmtes for jurisdic�ional ���aters in the revie�r nrcn (chcck nll thnt npply):
� "fributaq� ���aters: 150 linear lict �vidth (fl). 10-12
❑ O�her non-��'etlund �ca(ers acres.
Identify type(s) ol �rate�s: .
3. Non-RP�Vss that Ilow dircctlr� m� indirectly into TN\\'s.
❑VA'atcrbody that is not n'INVA' or nn RNVV. but Ooa�s directly or indirectly inlo a TN W_ and it has a signi�lcant nc�us wi�h n
TNlV is jurisdicfionnl. Dn�n suppohing Ihis conclusion is provided at Seclion IILC.
Provide es�imntes for jurisdictional �caters ���iihin tlie revie��� aren (check nll Ihat apply):
❑ 'll�ibutup� �+•aters: li��ear fcet �vid�h (fl).
❑ Olher nun-�aetland wa�crs: ncrcs.
Iden�ify type(s) of waters: .
4. \Yctiendsdirectly nbutting an RP\V thnt ilow direcUy or indirectly into'1'N\Vs.
❑VVc�lnnds direcUy ubut RPAV and thus are jurisdic�ionnl as adjaccN �vctlands.
❑ 1Ve�lands directly abutting an RPIV �ehere tribu�nries q�pic�lly flo�c year-round. Provide da�a and re�tionale
indicating tha� tributnq� is perenninl in Section III.D2, above. Provide rationale indicating that ���e�land is
dircctly nbutting nn RPVV: ,
❑\Vetlt�nds directly abu�ting an RP\V �chere Iributnries t}•pically Flow "sensonnlly.'� Provide date indicating Uwl tribulaq� is
seasonal in Sec�ion III.B nnd r�tionnle in Sec�ion III.D2 abuae. Provide rationale indicating thal «�etland is directly
nbuttine nn RP\\': .
Provide acreage estima�es (orjurisdie�ionnl �vetlands in the revie�v aren: acres.
5. �Vetlands adjaeent to but not directly nbutfing nn RPAV that llow directly or indirecHy into TNVVs.
❑AVetlands �hat do not direetly abut nn RPA1', bW �chen considered in combination �sith the tribulaq� �o �vhich they aie adjacent
aud u�i�h similnrly si�uated n�jacent �setlmids, have a signi0canl nexus �vith a'1TN are I��risidie�ionnl. Data supporting this
conclusion is provided at Seetion IILC.
Provide aerenge estiinn[es Por I��risdictional �cellm�ds in lhe rzvie�v area: acres.
6. �Vetlmids ndjncent fo non-RPR's Hiat ilo�r directl}' or indirectl}' into TN�Vs.
❑\Vetlands n�jacent m sucli �vaters, and havc ��°hcn considcrcd in combinntion �ci�h the tributnry lo «°hich �hey are adjacent and
�ri(h similarly siluatcd aAjnecnt �cctlnnds, heve a siEnifican� nexus �vith a TNIV arejurisdic�ional. Dala supporline this
conclusion is provided nt Sec�ion IILC.
Provide estimates Corjurisdictional ���ctlnnds in the revie�r urea: acres.
7. linpoundments ofjurisdictionnl �vntcrs.'
As u genernl rule, tl�e impoundment oinjurisdictiontd tributaq� remainsjurisdictiunal.
❑ Demonslmte that impoundmen� �cas cren�ed Gom "waters of the US.," or
❑ Demonstrate [hnt �cn�er mez�s �he criteria lor one o(the categorics preseNCd aboce (I-G), or
❑ Demonsh�ate that water is isolated �ri�h a nesus �o commercz (see F, below).
E. ISOLATCD �IN9'CRS'1'�YfE OR INTR.1-STATC� ��'ATGRS, I�CLUDI\G ISOLA"PED NE"PLANDS,'I'HE USE,
DCGRAUATION OR DESTRUCTION O� R'HICH COULU .V� RL;C'P INTERSTATE CO�ID[ERCE, INCLUDING ANl'
SUCH \VATCRS (CH�CI<ALL THAT APPLY):10
❑�vhich r�re or coidd be used by iNCrslntc or foreign travelers for recreational or o�her purposes.
❑ from �vhich tish or shellfish nre or could be laken and sold in inlerstate or foreign commeree.
❑�chich nre or coidd be used for industrial purposes by industries in in[crstn[e commerce.
❑ In�erslute isolated n�aters. Hxplain: .
❑ O�her fuctois. Esplain: .
'See Poa�no�e k 3.
"To complete �he nnalysis refer to Ihe key in Sec�ion III.D.6 of Ihe Instruc�ionnl Guideboak.
10 Prim� lo nsserling m� Jcclining CR'A jurisJiclion basrd solelr on Ihis calegm�y, Corps llislricls n�ill clecatc Ihc artion to Cm�ps nnd EPA I IQ for
recieo� consislent �silh Ihe procrss described in Ihe Corps/EPA Atemorm�duu�ltegnnling CIIil AclJ��risdiclian Fallmring Rnpmms.

Identify wnter body nnd swnm�rize rnfionnlr suppm�ting determinntion:
Prucide eslima�es for jurisdictiontil �culers in Ihe re��ie�v area (check all tha� apply):
❑ Tributaq� �vaten: linear feet �vidlh (li).
❑ Other non-�vetinnd �vatcrs: acres.
Idenlily �ype(s) oC�vaters: .
❑ VVctlnnds: acres.
F. NON-JURISDICTIONAL NATCRS, INCLUDING �VCTLANDS (CHECIC ALL THAT APPLI'):
❑ If poteniial �ceUands �cere assessed �vithin the revie�v nrea, these areas did not meel Ihe criteria in �he 1987 Corps of I?ngineers
Wetland Delineation �9anual and/or approprintc Rceion�l Supplcmcnts.
❑ Reric�v nrca indudcd isolntcd �rnters ���ith no substen�iel ne�us to intertatc (or Iorcion) commcrce.
❑ Prior lo the Jnn 2001 Suprcmc Couh dccision in "S'll.lNCC," �hc rcvie�v arrn would have been regulated based solelv on the
"D�ligrntoq� I3irA Rulc � (�-IRR).
❑AVuters do not meel Ihe "Signi�cant Nesus" s�andard. �vhere such a finding is required for jurisdiction. F.�plain: .
❑ Othec (explain. if not covered above): .
Provide neren�e es�imates for non-I���isdictionnl �vnters in the revie�c nren. �chem the sole polential basis ol jurisdiction is ihe MBR
fnetors (i.e.. presence of migratorr birds. przsence of endangered species. use of �cater for irrigntzd ngrieulture). using best protissionnl
judgmen� (check all ihat apply):
❑ Non-�cetland �caien (i.e., ri��ers, sveams): linear fect widlh (fl).
❑ Lnkcc/ponds: acrcs.
❑ Other non-���etlnnd �vnters: ecres. List type of aqua�ic resource: .
❑ Wetlands acres.
Provide nerenge es�imatcs for nonyurisdictionnl ��°nters in iht revie�v aren th�t do no� nrect the "Sieniticant Nesus' slandnrd, �ehem such
a finding is required for jurisdiclion (check all thal apply):
❑ Non-���etland �ralecs (i.a, rivers. slrenins): lincar feet, �cidth (ft).
❑ Lakcsiponds: ncres.
❑ O�her non-wetlend �vnters acres. List type ot'aquatic resource: .
❑ Netlands: acres.
SECTION I\': DATA SOURCCS.
A. SUPPORTING DA'I'A. Data reviewed Por JD (checl< nll thnt npply - checked i�ems shall be included in ciase tile and, �vhere checked
and requcslcd, npproprintcly rc(crcncc sourccs belo���):
� �laps, plans, plots or plat submitted by or on behnif of the npplicnnVconsultnnt: .
❑ D��a sheels prepnred/submitted by ur on behnlf of �he applicunVconsultant.
❑ O(hca concurs with data shce�s/delincntion report.
❑ Oftice does no[ concur �cith dn�n sheets/delinention reporl.
❑ Daln sheets przpnreA by Ihe Corps: .
❑ Corps navigable ���aters' swd�c .
❑ U.S. Gcological Sw�vcy Hydroloeic Atlns: .
❑ USGS NI ID d�t1.
❑ USGS 8 nnd 12 digit I IUC mnps.
� U.S. Geological Survey map(s). Cite scale �C quad nanro: 124E�.Cranklin
❑ OSDA Nnturnl Resourecs Conscn�ntion Scrvice Soil Survey. Citn�ion: .
❑ Nnlionnl ���e8ands inventory mup(s). Cite name: .
❑ Stnte/I.ocnl �vetlnnd inaentory mnp(s): .
❑ FEMiVFIRb[ mnps: .
❑ 100-ycar Ploodplain Elcva�ion is: (Nn�ionnl Gcodectic Vertical Dntwn ot 1929)
� Photographs: ❑ Aerinl (Nnme fi. Dnte): .
or � O�her (Name �@ Dale): Prolect Sile June 25, 2013
❑ Previous determinu�ion(s). File no. and date ol response letter. .
❑ Applicabldsupponing casc la�v: .
❑ Applicnble/suppor�ingscientiticlitern[ure: .
❑ O�her informntion (plense specih�): .
B. ADDITIOYAI,CO�I�IENTSTOSUPPORTJD:

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( G�����.���?
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�:;�4 �., ,
,� �,
`''l�i n
Avjzd Tr atding No. (/nlrrnal U+ef
14-02-0014
HI�TORIC ARCHIT�CTUIZ� AND LANDSCAPES
NO SURV�Y I2EQUII2�D TORM
This form only pertains to Historic Architectme and Landscapes for this project. [t
is not valid for Archaeological Resources. You must co��sult separately with the
Archaeology Group.
Projecl No: � N/A
INTORMATION
County: Macon
6VBSNo.: 17BP.14.R.114 Docuvient MCC
T pe:
Te�L AirlNo: N/A Tr��irling: � State ❑ Peder�l
Ferlervi( � Yes ❑ No Perisil NWP14, 401 Cert. au<I 1'VA
Pernrit s : Type(s):
Proiect Descriptiar. Replace Bridge No. 5501217 over Wallacc Brancl� on SR 1337 (Pressley
Ro�d).
Y OI' IIISTORIC
LAIVDSCAP�S RrVICW
Descri �lion of revieiv nclivities, resn/!s, �uid coitclusions:
lieview of IIPO qund tnnps, HPO GIS inform�tion, historic designations roster, nnd indexes was
underlaken Pebrunry 17°i, 2014. Bnsed on this review, there are no existing NR, SL, LD, DC, or SS
properties in the Area of Yotentinl Effects, which 300' fiom eacl� end of fhe bridge �nd 75' from Uie
ceuterline ench way. S67 Pressley Road, situated directly north of the bridge up a hill, is not eligible for
N�tion�l Register listing. Mnnufnctured housing sittiug south�vest ofihe bridge is �Iso unremarkable �nd
not eligible for Nationnl Register Listing. Bridge No. 217, n timber bridge, is not eligible for NR listing.
'Cl�ere are no National Register listed or eligible properties �vithin the APE �nd no survey is required. If
design pinns change additional review �vill be required.
{Vltv l/te nvailaGle iitfornrnlio�i pi�ovides « relinb/e Gnsrs for renso�taGlV ure�licliitp t/int tl�ere
nre �to �niide�rtireil siQnircnir� historic nrckileclurn! oi• Imrdscnue resorrrces ie llie u�•oiect
area:
HPO qu�d maps �ud GIS informntion recording NR, SL, LD, DE, nnd SS propertics for the Mncon
County survey nud Google M�ps nrc cousidered valid for the pwposes of determining the lil<elihood of
historic resom ces 6eing present. T6ere nre no Nntionnl Register listed or cligible properties within �he
APE mid no siuvey is required.
SUPPORT DOCUM�NTATION
�Map(s) ❑Previous Survey Iufo. �Pl�otos ❑Correspondeuce ❑Design Plaus
rINDING BY NCDOT ARCIiIT�CTURAL HISTORIAN
Historic,�,Arcliitecture and L�ndsclpes --NO SURV�Y R�QUIRED
NCDOT Architectural Historinu
Date
Nlsrorlc Ardiilenure miA/ midernp: r NO SUI(17iY R7iQU/I7liD fonnJm'dflnm'7Ynnspounllou lbojeca ne Quul�eJ iu Ihe 1007 Prngivmrnniic Agrcemeul.
Page 1 of 3

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IIPO GIS.
Hisloric ibdii(arom� mrdLanJxnp: s n'O SU219iY R/iQU//i/iD form/mM./inm� 7imirpormliou Prajenr nr �nnl frJin Ihe 1007 Piogrnrnrnnlic ABraemenl.
P�ge 2 of 3

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867 Pressley Rond, not NR cligibte.
Hi+roric ArcAltzoona nnJLnndrm�nrs A'O SU2V7iY RGQU/ft/iD forui jor Aflnm� Z7nnspamliou ProJeols nr Qimli/!rd le Ihe d009 Piogmrurnnllt Agrrtrutul.
Page 3 of 3

Pi ojec! 7i'acking No.:
� -14�0��0014-
��f>t�� NO ARCHA�OLOGICAL SURV�Y R�QUIR�D P'ORM ����
> a^
�% j'r� j; 'I'his Conn outy pertains to ARCHAEOI.OGICAL RGSOURCES for this projecl. It is uot � I� `�
Y�;�p ��;r;� valid for Hisloric Architecture �nd Landscapes. You must consult separ�tely �vitl� Ihe r� `l�� 'o�
�.�i't. �...:�
`��`,�c<I�,i Ilistoric Archilecture and Lnndscnpes Gmup. '-�g`I�O,�
P120J�CT INTORMA'TION
ProjeclNo.• Bridge217
1VBS No: 17BP.14.R.114
I'.A. Na:
Federn! Perniil Required?
Co�inty.• Macov
Docmrreri[: MCS
!'uriding: � Stnte ❑ b'ederal
� Yes ❑ No Permrl Type: NWP14=I'VA-401 Cert
Projecl Descripliott: 7Yiis projec[propases lo rep/nce 6rirlge 1.I %, ivhich cnrries SR1�171 (Pressley Rd) ovur
Nrd(nce /lrmmh in Macnn Coruily, Nar/h Cm•oli�m. flecorrling to !he cnvironu�e�rtn( inprtl request, U�e
r���derrnlrinb invon�e.s rhe i�,-plrr�� ��plrrce�ne�u ofu,e snucnne alon� rl�e �.rlsri❑b n(ts�u�,en�, lqereGy �ui�iiuiizb�g
potenlin(smjnce nt�d subsinface rlishu�Lnncea• af 1liislacnlron. �1n off-sile delorn� raute (SR1471-SIZ1314-
SR74�S2-SR747]) is milici�m(er(. Tlie nrclmeo(ogical drea ofPolei�tinlLffecls (�1PL) is ce�r�ered npai Bridge
7,17 nnd iuensnres 600f! ln lengd� (300f[fi•om ench GrL(ge e�u!-poi�rtJ «nd ISOft in irit/Ni (75flfi•anr ench side of
d�eSR1471 center-lrne).
SUMMARY OT CULTURAL ItESOURC�S R�VI�W
6rie(description of review ucPi�ities, resulPs of review, and conclusions:
The project area is located in the central portion of Macon Counry, directly mest of Franklin and north of US6A near
Gibson Ridge. Wallaze Creek, included within the LitUe Tennessee River Drainage Basin, constitutes a second order
stream trending generally norUi to south through the APE. I[ empties into Cartoogechaye Creek a few miles
southeast of the projec[ location. This section of Macon Coimry is characterized by excellent drainage and a rolling,
hilly topography wi[h 2100(t AMSL to 2300(t AMSL elevation ranges. The APE contains occasionally flooded and
very poorly drained underlying soil types, as �^rell as disturbances related to residential home sites and the junc[ion
of Pressley and Pressley Circle roads.
First, construction design da[a and other pertinent project information was examined for determining the
character and extent of potential impacts to the ground siu(aces surrowiding 8ridge 217. Once an APE was
de(ined, a map review and site file search was conducted at the Office of State Archaeology (OSA). This
backgroimd work detennined that no previously documented archaeological sites are located within the APE or in
the direct vicinity of the project study area. Predicated on the types and disiributions of other recorded
archaeological sites in this general area of Macon County, the APG holds a low potential for the recovery of
significan[ cultural remains. However, some probability exists for the recovery of an isolated ar[ifact find or other
evidence of prehistoric ac[iviry in the southwestern project quadrant.
An inspection of National Register of Historic Places (NRHP�, State Study Listed jSL), Locally Designa[ed (LD),
Determined Eligihle (DE), and Surveyed Site (SS) properties employing resources available on the NCSHPO website
demonstrated an absence of the above designated properry types within or adjacent to the APE. In addition,
historic maps of Macon County were appraised for evidence of former structure locations, land use pattems, or
other con(irmation of historic oaupation in the Bridge 217 viciniry. Archaeological/historical reference materials
were inspected as well. In general, the adtural background portion of the project review illustrated that no NRHP
listed properties, archaeological sites, or cemeteries were located inward of [he APE boundaries or proximal.
6ased solely on cul[ural-historical factors, the relatively diminutive APE is considered to have IitUe potential for the
recovery of undisturbed, important archaeological deposits or in-situ features.
Further, topographic, geologic, and NRCS soil survey maps (ReA, NkA, HaD2) were referenced ro evaluate
pedeological, geomorphological, hydrological, and other environmental detenninants that may have resulted in
past occupation at this location. Aerial and on-groimd photographs (NCDOTSpatial Data Viewer/D-14 EIR) and the
"A'o ARCHAEOLOG)'SURI'GYR@QU/RGD "fonu for M1finm'Tinuspw(nlion Pia/etls ns Qimlified in Ihe 1007 Progimm�mlic AS��'emenl.
1 of 2

Projec! Ti»cking No.:
Goo�le Street View map application (when amenable) were also examined/utilized for additional assessment of
dishubances, both natural and hwnan induced, which compromise the integrity of archaeological sites.
Fundamentally, ecological factors, with consideration of modern impacts and distmi�ances also, do not suggest a
heightened archaeologital site potential in the general project area.
Brief Gxpinnntimi oj why the uvailnble infonnntion provides n reliable i�nsis for reasonnbly predicting
that there ure no imidentified historic properPies in the APE:
The project APE contains no known or previously docinnented cultural resources. Predicated on soil data, aerial
imagery, and other information, hoth modern construction impacts and poorly drained groimd surfaces dominate
the APE. The northeastern quadrant contains the Wallace Creek channel trending parallel to SR1471. The
northtvestem and southeastem quadrants are rife with disturbance and lack the ground surfaces necessary for
employing subsiuface survey techniques. Aerial and on-ground photographs suggest that the southwestern project
quadrant, based on landform ancl hydrology, is considered to have some minor ar[ifact recovery potential,
particularly to the prehistoric end. However, the portion of this quadrant which contains tlie APE is wilikely to
embrace NRHP eligible archaeological deposi[s. As currently proposed as an in-place replacement with little impact
on the areas beyond the existing righhof-way, no fur[her work is recommended.
SUPPORT DOCUMC•NTATION
See attncl�ed: � Map(s) � Previous Survey Lifo
❑ Photocopy of Cotmty Suivey Notes
�INDING 6V NCDOT ARCHAEOLOGIST
�NO ARCHi180LOGY SUItVCY REOUIRLD�;
� Photos ❑Correspoudence
Ofher:
"No ARCIIAGOLOGYSURVEY RGQI/IftED"J'omiJa',tfiva'Trnnspor(nliort Pi ojeels ns QnnliJin( In IAe 2007 R og�nrnrnnlic Agree�uznl.
2af2

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ReA--Reddies (ine sandy loa�ii, 0 to 3 percent slopes, frequently flooded
Map Unit Setting
a Elevafion: 1,200 to 2,000 feet
• Mean annual precipifation: 45 to 70 inches
e Meon annunl nir tempeinture: 46 [0 57 degrees f
• Frost-Jiee peiiod: 116 to ll0 days
Map Unit Composition
• Reddies, frequentty(looded, nndsimilaisoils:80 percent
• Minorcomponents:5percent
Description of Reddies, Frequently Flooded
Setting
• lm�dfoim: flood plains
a Down-slopes6npe:Linear
• Ac�oss-slopeshope: Concave
e Pnrent mofeiiol: Loamy alluvium over mbbly and gravelly alluvium derived from igneous and metamorphic rock
Properties and qualities
• Slope: 0 to 3 percent
• Depth to restrictive feoture: 20 to 40 inches to s[rongly contrasting textural strati(ication
• D�oino9e doss: Moderately well drained
• CapncifyoJthemostlintifinglnyerfotrnnsmi[wafer(KsatJ:High(1.98to5.95in/hr)
• Depth to wnter table: About 24 to A2 inches
• Frequenryo/Jloading: frequent
• F�equencyofponding: None
• AvoiloGle wote�mpncity: Lo�v (about 3.4 inches)

Interpretive groups
o Poimlmid dossifim[ion: Prime farmland if prote�ted from flooding or not frequently (looded during the growing
season
e Londcapobllity(nonlidgntedJ:6w
o Hydroloqic Soil Group: B
Typical profile
a 0 to 14 inches: Fine sandy loam
0 14 to 2G ind�es: Pine sandy loam
e 26to80inches:Verygravellysand
NkA—Nikwasi fine sandy loam, 0 to 2 percen[ slopes, frequently flooded
Map Unit Setting
o Elevation: 2,000 to 2,650 feet
a Mean nnntml precipi[ntion: 45 to 70 inches
� Menn annurd air [enrpernfure: 46 to 57 degrees F
m Frost-/iee period: 116 to 170 days
M2p Unit Composi[ion
o Nik�vnsi,(�equentlyJlooded,nndsimilnrsoils:70percent
a Nikwasi, undrnined, nndsimilaisoils: 10 percent
Description of Nikwasi, Freryuently Flooded
Selting
e Land/orm: Depressions on f�ood plains
o Do�vn-slope shape: Concave, linear
o Across-slopeshape:COncave
a Porentmoteriol:Loamyalluviumoverszndyandgravellyalluvium
Proper[ies and qualities
a Slope: 0 to 3 percent
e Depth to resf�icfive Jeoture.• 20 to 40 inches to strongly contrasting tex[ural stratificatlon
• Droinnge doss: Very poorly drained
e Capacityo(the mosf limitin9lnyer to fransmi[ �vnter �KSO!): Iligh (1.98 to 5.951n/hr)
a Depth [o wn[er tnble� About 0 to 12 inches
e FrequencyofJlooding:Frequent
o FrequencyoJponding:Occasional
e Awiloble �votev capnciry: Low (about 4.4 inches) �
Interpretive groups
o Ponnlond dossificofion: No[ prime farmland
a Landcapability(nonirriga[eA):4w
a Hydrolo9ic Sail Group: A/D
iypical profile
• 0[0 26 inches: Fine sandy loam
• 26to801nches:ExtremelvRravellvcoarsesand
HaD2—Hayesvllle c�ay loam, 15 to 30 percent slopes, erocled
Map Unit Setting
s Elevafion: 1,790 to 2,250 feet
e Mean onrrual piecipimtion: 50 to 58 inches
• Mean nnnuol nir tempern[tue: 46 to 57 degrees F
• Frost J�ee period: 124 to 176 days
Map Unit Composition
Noyesville, moderafety erode� and similnrsoils: 80 percent
Minor components: 20 percent

�escription of hlayesville, Moderately Eroded
SeUfng
e Lmtd/mm: Hillslopes, ridges
a Londform position (trio-dimensional�: �ackslope, summit
o LnndJorm position (thiee-dimensional).� Side slope, interfluve
a Oown-slopeshnpe:COnvex
a Across-slopeshnpe:Linear
a Pnrentmn[eriol: Residuum weathered from hornblende gneiss and/or amphibolite
Proper[ies and ryuali[ies
o Slope: 15 to 30 percen[
e Deptl� to restrictive Jeo[ure: Morn than 80 inches
a Droinnge doss: Well drained
o Cnpncity of Ihe mos[ limi[ing loyer to tronsmit wo[er (KsotJ: Moderately high lo high (0.57 to 1.98 in/hr)
e Depth fo woter Inble: More than 80 inches
e Frequency of flooding: None
o Frequencyo/pondin9:None
o Avoilnble wntercopnciry: Hlgh (about 9J inches)
Intcrpretivegroups
o Formlonddossi/ication: Fannland of local importance
a Land mpobility (noni�rigoted).� 4e
a Hydrologic Soil Group: B
Typical profile
a 0 to 6 inches: Clay loam
e 6 to 33 indies: Clay loam
a 33 to 45 inches Loam
u 45fo80inches:Finesandyloam

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See Sf�el IB Po� Corz+enflonol Sym�ls
NCDOT CONTACT:
JOSH DEYTON, PE
HIGHWAY DIVISION 14
BRIDGE MANAGER
828-486-0902
CLEARING ON THIS PROJECT SHAIL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II.
GRAPHIC SCALES
20 10 0 20 40
PL4N5
20 10 0 20 40
PROFILE (HORIZONTAL)
DESIGN DATA
ADT ZO10 = 830
ADT =
DHV = %
D = %
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V = MPH
' TTST = DUAL
FUNC CLASS = LOCAL
SUBREGIONAL TIER
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MAC01� COUI�TY
LOCATIOIV: BRIDGE 1�10. 217 ON SR 1471 OVER WALLACE BRANCH
TYPE OF WORIC: GRADING, PAVIIVG, DRAINAGE, SIGNII�IG, AND STRUCTURE
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LENGTH ROADWAY PROJECT
LENGTH STRUCTURES PROJECT
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BEGIN CULVERT
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LF.TTING DATE:
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. . i_ i . 'i _ i � . WS.ELEVATION -
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