20131216 Ver 1_Application_20131122

Corps Submittal Covei• Sheet
Please provide the following info:
]. Project Name NCDOT No. 17BP.14.R.29 (Brid�e 243 on SR 1306)
2. Nauie oY Propei1y O�vner/Applicant: NC Department oY Transportation
3. Name of Cansult�nt/Agent: N/A
"Agent authorizntion needs to be atlnched.
4. Rel�ted/Previous Action ID mimber(s): N/A
5. Site Address: N/A
G Subdivision Name: N/A
7. City: Fraiilclin
8. County: Macon Countv
9. Lat: 35.13236° N Long: 83.50171 ° W (Approx Project Center)
10. Quadrangle Nauie: Wayah Bald (35083-BS-TP-024)
11. Waterwa}': Popl�r Cove Creek (WS-III Tr)
12. Watershed: Little Temiessee (HUC 06010202020030)
13. Requested Action:
X Nationwide Permit # 3
General Pennit #
Jurisdictional Determinatiou Request
Pre-Application Request
Tlie following information will be completed by Corps oftice:
AID:
Prepare File Folder Assigu number in ORM Begin Date
Authorization: Section 10 Section 404
Prqject Descriplion/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:

Pnr McCaoaY
GOVER\OR
�� �D �
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
November 22, 2012
Ms. Lori Beckwith, NCDOT Regulatory Project Manager
U. S. Army Corps of Cngineers
151 Patton Aveuue, Room 208
Asheville, NC 28801-2714
ANTHONY J. TA'fA
SECRtIAftY
Subject: Natiomvide 3 Permit Application
Replace Bridge No. 243 ou SR 1306 (Smith Hill Road) ovec Yoplar Cove Creek �vidi
a Single Span Cored Slab Bridge
Macon County
WBS Element No. 17BP14.R.29
Dear Ms. Beckwith:
The North Carolina Departmeut of Trausportation (NCDOT) is proposing to replace the subject
bridge. The existing 18' W x 20' L timber bridge needs to be replaced due to deterioration and
insufficient width. "I'he proposed replacement structure will be a 27' W� 40' L x 21" D concrete
cored slab bridge constructed on existing location at a 90 degree skew. The bridge constructiau
will utilize an offsite detour during the dnration of the project.
I am enclosing a PCN applicatioii, Rapanos Jw•isdietional form, SHPO forms, plan sheets
showing the proposed �vork, a marked couuty map, � USGS quad map and photographs.
The U.S. Fish a��d Wildlife Seivice (USFWS) County Lists aud tlie Nortli Caroliva Natural
Heritage Database �>>ere checked for records of tlu•eatened aud endangered species. The USFWS
lists 56 species for Macon Couuty that have federal status. Additionally, tlie bald eagle
(Hrdiaeetus (eucocep/�nh�s), wl�ich is protected under the Bald aud Golden Eagle Protection Act,
is known from Macon Cottnty.
The species iu tlie database include the sicklefin redhorse (d�fososfomo sp.2), a candidate species
for listing, and the bog turtle (Gl��plenr��s nrahlenbergn�, wl�ich is listed as threatened due to
similarity of appearance to the listed nortlieru bog turtle. Seven species, Carolina uorthern flying
sc�uirrel (Glnucanys sabrintrs colorah�s) spotfin chub (Erintonn.r inonnchus), Appalachian elktoe
(Alnsnridonl�r rm�e��elimza), littlewing pearlymussel (Pegrns fnbirla), small whorled pogonia
(Isoh•ia ntecleolordes), Virginia spiraea (S�irnea i�irgininnrt) and rock gnome lichen
(G�m7�7odermn linero•e), are listed as either tlu�eatened or endaugered. Additioually, the U.S. Pish
and Wildlife Seivice considers Macon County to have potential for the Indiana bat (hlyolrs
sodrdis).
�uurteenth Division O(tice
Telephone: (R2R) SR6-2141 253 VVebster Road, Syira, Nonh Cawlin� 23779 Fa<: (R28) >86-40d3

Bridge No. 243 — Macon County Page 2 NovemUer 22, 2013
Tl�ere are no records for tlu•eatened or endaugered species listed in tlie database within a five mile
radius of tlie project. There is a record for die bog turtle within the five mile radius.
The habitat witl�in Poplar Cove Creek is not cliaracteristic of l�abitat for the Appalachian elktoe,
spotfiu cliub, the little�ving pearlynlussel or tlie sicklefin redhorse. Therc are no current records
for tl�ese species upstream of Lake Emo�y Dam near Fraiilclin. The project is li�uited in scope to
replacing the bridge �vitl� a siugle span cored slab stracture on existing locatiou; therefore, the
potential ta affect downstream aquatic habitat is minimal.
The terrestrial haUitat at the project site has been altered due to single family residences, the road,
and the biidge. Tlte ripariau area up and downstream of the project consists of a nan�o�v forested
strip. There are no �vetlands associated �vith the bridge project; therefore, there �vill be no ei�fect
on the bog tiirtle.
The rock gnoine lichen is typically found at high elevations on vertic�l rock surfaces that are
bathed iu fog. However, it can occur at lower elevations in deep river goiges wliere there is high
liumidity and other appropriate l�abitat conditions esist. The elevation at the project site is
approlimately 2240 witl�in a streain valley with relatively gentle teri�ain. Vertical rock substrate
is lackiug in the viciuiry of the bridge.
Virginia spirae� is typie�lly found along relatively high gradieut rivers tl�at are larger than Poplar
Cove Creek. Tlie streams are prone to scouring, which favors the Vitginia spiraea. Habitat at
this site does not appear to be characteristic of Uiis species. The nearest record for the Virginia
spiraea is along the Litde Tennessee dowustream at Fra�ilclin. Habitat at the pi•oject site is
lacking for Virginia spiraea.
Tliere �vere no sm111 whorled pogonia records �vithi�i a five mile radius oY the project. The small
whorled pogonia generally occurs in open; diy, deciduous woods �vith acid soil according to the
U.S. T'isli and Wildlife Seivice. However, it is also known to occiir in a variety of habitats in
Nortli Caroliva, includiug along streams. The habitat in the vicinity of tlie bridge has been higlily
disturbed aud is primarily maintained grass. The �vooded ripariau �rea is narro�v and sliould uot
be affected by the bridge project.
Due to the prosiinity of Indiaua bat records, the USPWS considers Macon County to be au
Indiana bat county. It does not appear airy tiees suitable for bat roosts will need to be removed.
To a��oid potential effects on Indiana bat maternal roost sites, an}� trees that require removal will
be removed during winter montl�s prior to April 15. The iudirect effects of the removal of a few
h-ees at tlie bridge site wonid be considered iusignificant in tlie overall forested landseape of
Macon Cotuity. Bats are luiowu to use sorue bridges for roosting. However, the old bridge is a
timUer bridge and lacks the joints and thermal characteristics of bridges typically used by b�ts.
No stainiug or guano was observed during tlie field scoping process.
Habitat at Uie project site appears to be lacking for the listed species and the bald eagle. Tliere
are no records listed within Poplar Cove. No tlu•eatened and eudangered species were observed

Bridge No. 243 — Macon Couiit}� Page 3 November 22, 2013
duriug die field scoping process. For tliese reasais aud tliose discussed above, we recommeud a
"no effecN' determination for threatened 1nd endaugered species.
This project was revie�ved by NCDOT's HumTn Enviromnent Unit in 2012 for potential aYfects
to historic architecture and �rchaeology. It was determined diat neidier archaeology nor historic
arcliitecture required a surve}� (see attached SITYO foruis).
NCDOT best management practices will be used to minimize and control erosion and
sedimentation on this project The construction foreman will review alt erosion control measures
daily to ensure erosion and sedime��tation are being conh•olled effectively. If the de��ices are not
fimctioning as iutended, they �vill be replaced immediatel}� with better devices.
Imp:�cts to Waters of the Uuited States
Poplar Cove Creek (DWR Class: WS-III Tr) is shown on tlie USGS topographic map as a
perennial streaui. The chamiel is well detined with a substrate of cobUle, gravel, saud and silt
and is approximately nine feet �vide. The stream has sufficient llow to support h�out and other
aquatic life. Poplar Cove Creek flows approaimately 0.8 miles to Cartoogechaye Creek.
Approximately five tniles do�vnstream of tlie confluence of Poplar Cove Creek, Cartoogechaye
Creek �neets tl�e detinition of a Traditional Navigable Water. For these reasons, we believe
Poplar Cove Creek is a Relatively Permanent Water aud is under tliejurisdiction of the U.S.
Amry Coips of �ngineers. Iu order to constcuet tlle projeet, it will be necessary to iiupact �vaters
of the United States in the Little Teu�iessee River B�sin (HUC 06010202). Specifically, NCDOT
is requesting to replace Bridge No. 243 �>�ith a concrete cored slab bridge. Listed Uelow is a
sumtnaiy of the proposed impacts.
Site No. Ciisting Conditimi Proposed Coudition Net
Im acts
18' W s 20' L Singlc Span 27' N� s 40' L s 21" D
Site 1 Timber Bridge Cored Slab Bricige �
Site lA Free Flowing Stream Impervious Dikes aud Flo�v 100'
Diversion
G�cavate 54 LP of EYisting Road
Road fill and Natur�l Fill and Streambaiilc
Site iB Streambank Riprap Bank StaUilization above �
Ordivary High Water Mark
Tot�l Perm�nei�t Stream Lnpact - I3ridge 0'
Total Permaneut Stream Impact for Itoad Fill Removal and Ba�ilc Stabilization 0'
Total Temporai,ry St�•eam Imp�ct for Impeivious Dikes and Flo��� lliversion 100'

Bridge No. 243 — Macon Cowity Page 4 November 22, 2013
Perruits Requested
NCDOT is l�ereby requesting authorization uuder Seetion 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Ms. Marla
Chambers, Western NCDOT Review Coordinaror, of the Noi�tli Carolina Wildlife Resources
Conmiission (NCWRC) to comment directly to you concerning the 404 Nationwide Permit
request. lu addition, I am asking Ms. Chambers aud Mr. Ben DeWit, Roadside �uviroiuuental
Field Operations Engineer (NCD01�), to coinment directly to me concerning this perinit request.
If you �ave any questiais or need additional iufarmation, please coutact me at [phone] or
Mr. Josli De}�ton, PE, at [phone]. Your earl}' revie�v aud consideration �vill be greatl}'
appreciated.
Sincerely, /, //l
✓/ (�L /�✓ /I , /�J ` �/
� 1 /�L
Mark S. Davis
Division 14 Gnvirorwiental Program Supervisor
Enclosures
cc: Ms. Amy Chapman, Division of Water Resources —DENR, Raleigh (1 Courtesy Copy)
Mr. Jason Mays, Biologist, US Fish aud ��ildlife Service, Asheville
Ms. Marla Chambers, Westen� NCDOT Revie�v Coordinator, NCWRC, Oakboro
Mr. Josh Deytou, PE, Division 14 Bridge Mauagemeut Engineer, NCDOT, Bryson City
Mr. Ben DeWit, EI, Roadside Enviroimieutal Field Operatious Engineer, NCDOT

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OKce Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Noti�cation (PCN Form
A. Applicant Iuformatiou
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nalionwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has lhe 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 Qualily Cerlification - Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Waler Quality Cerlifcation 6 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 Permil:
because written approval is not required? Certification:
� Yes ❑ No ❑ Yes � No
1f. Is payinent into a mitigation bank or in-lieu fee program proposed for miligation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's lwenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located wilhin a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 243 on SR 1306 over Poplar Cove Creek
2b. County: Macon
2c. Nearest municipality / town: Franklin
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state 176P.14.R29
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deecl Book and Page No. N/A
3c. Responsible Party (for LLC if N�A
applicable):
3d. Street address: 253 Webster Road
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 528-586-2141
3g. Fax no.: 828-586-4030
3h. Email address: [e-mail]
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Ofher, speci(y: N/A
4b. Name: N/A
4c. Business name N/A
(if applicable):
4d. Streetaddress: N/A
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. AgentlConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5c. Street address: N/A
5d. Cily, state, zip: N/A
5e. Telephone na.: 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
1 b. Site coordinates (in decimal degrees): Latitude: 35.13236 Longitude: - 83.50171
(DD.DDDDDD) (-DD.ODDDDD)
1 c. Property size: N/A acres
2. Surtace Waters
2a. Name of nearest body of water (stream, river, etc.) to poplar Cove Creek
proposed project:
2b. Water Quality Classification of nearest receiving waler: WS-III; TR
2c. River basin: Little Tennessee (HUC 06010202)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in lhe vicinily of the project at the time of this
application:
The general landscape is dominated by closed canopy deciduous forest with some maintained grassed fields. The
immediate vicinily of the bridge is primarily grassed areas with stringers and patches of trees. The riparian area consists
of trees on the bank with adjacent areas being maintained in grass.
3b. List the total estimated acreage of all existing wellands on the property:
None
3a List the total estimated linear feet of all exisling streams (intermittent and perenniap on the properiy:
N/A
3d. Explain the purpose of lhe proposed project:
To replace a slructurally defcient and funclionally obsolete 18' W x 20' L single span limber bridge with a 27' W x 40' L x
21" D concrete cored slab bridge on existing location.
3e. Describe the overall project in detail, including the lype of equipment to be used:
Traffic will be detoured. Erosion and sedimentalion conlrol measures will be installed. Water will be diverted as
necessary to maintain a dry construction area. The old bridge will be removed and the new bridge constructed on
approximately the same location. Bridge and approaches will be repaved. Track hoes, dump frucks, bulldozers, cranes,
paving equipment, waler pumps, sandbags, diversion pipe and various hand tools will be used to accomplish the work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
Commenls: N/A
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and altach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in lhe past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wellands � Streams - lributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the sile, then complete this queslion for each wefland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Welland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P❑ T N/A N/A ❑ Yes ❑ Corps
❑ No ❑ DWQ
W2 � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P❑ T ❑ 1'es ❑ Corps
❑ No ❑ DWQ
WS � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total �setland impncts N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary iinpacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3 d. 3e. 3f. 3g.
Stream impact Type of impact Slream name Perennial Type of jurisdiclion Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Cored Slab Bridge Poplar Cove � PER � Corps 9 �
Creek ❑ INT ❑ DWQ
S1A ❑ P� T Impervious Dike and Poplar Cove � PER � Corps g 100
Flow Diversion Creek ❑ INT ❑ DWQ
S1 B� P❑ T Road Fill Removal & Poplar Cove � PER � Corps 9 0
Bank Stabilization Creek ❑ INT ❑ DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. To�al Permaneut Stream and Tributary Impacts - Bridge p'
Total Sh�eam ImpTCt fm� Rond Fill Removal & Riprap I3anlc Stnbilizntion Above Ordinary High Water 0'
Total Temporary Strenm Impnct fm� Imperrious Dilcc nnd Flow Dirersion 100'
3i. Comments:
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, estuaries, Uibutaries, sounds, the Atlantic Ocean, or any olher open water of
lhe 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 iinpact Waterbody type Area of impact (acres)
Permanent(P)
or Tem ora T
01 ❑ P❑ T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P�T
04 ❑P�T
4E Totnl open ��•a�er impacts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, lhen com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) SVeam 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. Total N/A N/A N/A N/A N/A N/A NIA
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permil 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
6. Buffer Impacts (for DWQ)
If project will impacl a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other: N/A
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Bufferimpact
number — Reason Buffer Zone 1 impact Zone 2 impact
Perinanent (P) for Stream name mitigalion (square feet) (square feet)
or Tem ora T im act re uired?
B1 ❑ P❑ T N/A N/A � Nos N/A N/A
B2 ❑ P ❑ T ❑ Yes
❑ No
B3 ❑ P ❑ T ❑ Yes
❑ No
6h. Total bu[fer impacts N/A N/A
6i. Commenls: N/Ay
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A single span cored slab bridge was designed for this location. The new bridge has greater hydraulic capacily lhrough the
bridge opening than the existing slructure.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction lechniques.
An off-site detour will be used, which will avoid the impacts associated with an on-site detour. Erosion and sedimentation
measures will be installed to reduce downstream aquatic habitat. The stream will be diverted as necessary to minimize
impacls to downstream aqualic resources during construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
26. If yes, mitigntion is required by (check aIl that apply): ❑ DWQ ❑ Corps
❑ Mitigalion bank
2c. If yes, which miligafion opfion will be used for this project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigalion
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
3c. Comments: N/A
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is altached. ❑ Yes
4b. Stream miligation requested: N/A linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian welland mitigalion requested: N/A acres
4f. Non-riparian wetland mitigalion requested: N/A acres
4g. Coastal (tidal) welland mitigation requested: N/A acres
4h. Comments: NIA
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigation plan, provide a description of lhe proposed mitigalion plan.
N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Bu(fer Rules) — required by DWQ
6a. Will the project result in an impact wilhin a protected riparian buffer lhat requires ❑ Yes � No
buffer mitigalion?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer fhat requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Mulliplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, paymenl into an approved in-lieu fee fund).
N/A
6h. Comments: N/A
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does lhe project involve an expenditure of public (federal/state/local) funds or lhe � yes ❑ No
use of public (federal/state) land?
1b. If you answered "yes" to lhe above, does the project require preparation of an
environmental document pursuant to the requiremenls of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has fhe document review been finalized by lhe
State Clearing House? (If so, attach a copy of the NEPA or SEPA fnal approval
letter.) ❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is lhe site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Welland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-facl permit application? ❑ Yes � No
2c. If you answered "yes" to one or bolh of the above questions, provide an explanation of lhe violation(s): NA
3. Cumulative Impacts (DWQ Requirement)
3a. Will lhis project (based on past and reasonably anticipated future impacts) result in � yes � No
addilional development, which could impact nearby downslream water quality?
3b. If you answered "yes" to the above, submit a yualitative or quantitative cumulalive impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a shoR narrative description.
The project is limited in scope to ihe replacemenl of an existing bridge wilh another spanning sUucfure on a rural
secondary road. This maintenance activity would not be expected to produce any significant secondary or cumulalive
impacts.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment melhods and disposilion (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of ihe subject facility.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endan�ered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally prolected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Offce you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish and Wildlife Service County Lisl, the NC Natural Heritage Database and field scoping meeting.
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 Essential Fish Habitat?
There are no marine or estuarine habitat 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 cultural preservation � Yes � No
status (e.g., National Historic Trust desig�ation or properties signifcant in
North Carolina history and archaeology)?
7b. What data sources did you use lo determine whether your site would impacl historic or archeological resources?
The project was reviewed by NCDOT's Human Environment Unit in 2012. It was determined that neilher archaeology or
historic architecture required a survey (see attached SHPO forms).
8. Flood Zone Desiynation (Corps Requirement)
Sa. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordinafion with FEMA
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Mark S. D�vis f
Divisioii 14 �nvironmental Supervisor ✓ ,- r--� �� �--�
Applicant/AgenCs Printed Name ApplicanUAgenPs Signature Date
(AgenCs signalure is valid only if an authorization letler (rom lhe
applicant is provided.)
Page ] 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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Macon County, North Carolina
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APPROVCD JURISDICTIONAL DF,TBR\IINA'I'ION FOR11I
U.S. Army Corps of Gngincers
'I�his fonn should 6e completed by follo�cing the instmc[ions provided in Seclion IV of the JD Form Ins[n�c�ional Guidebook.
SECTIOi\ I: 6AC[CGROUND 1N�OR�L�TION
A. REPOR'f COA�IPLGTION DATC P'OR APPROVED JURISDICTIONAL DETERA1INATION (JD):
B. DISTRICT OFFICE, FILC NA�IC, AND NU�I6CR:
C. PROJP•.CT LOCATION AND BACICGROUND INFOR�IATION 6ridge 243 on SR 1306 (Smith Hill Road)
Sln�c: NC County/parish/Uorough: b(acon Ci[y: Pranklin
Center coordina[es of site (IaUlong in degree decimal formaQ: Lat. 35.13236° N, Lmig. 81.50171° R'.
Oniversal'I'ransverse Mereator:
Name of nearest �caterbody: Popinr Cove Craek (Class VVS-Ill)
N�me of nearest Tradi�ional N�vignble \Vater (TN\\') lnto �vhich the nqim�ic resource flo«�s: Cul lasaja River (Lake Sequoyali)
Nnme of�vntershed or Hydrologic Unit Code (HUC): O60I0202020030
� Check if map/�iagram ot roview aren and/or potentialjurisdic�ional nre�s is/nrz nvailnble upon request.
❑ Check il o�her sites (c.g., offsile miligation sites, disposnl sites, etc... ) nre associaled ���ith this ac�ion nnd nec rccorded on n
diftercn� JD form.
D. REVIER'PERPOR�IEDPORSITEEVAI,UATION(CHECI<ALLTHATAPPLI'):
� OCfice (Desk) Dctermination. Date: November 18,2013
� Pield Dc(crmination. Date(s): Norember 3Q 201 I
SECTION [l: SU�IDIARY OF TINDINGS
A. RHA SECTIO\' 10 DG,TEI2DIINATIOY OP JURISUICTION.
There'Are no "navignble irn�ers ofJ�e U.S." �vithin Rivers and Harbors Act (RI IA) jurisdiction (as de�ined by 33 CfR part 329) in Ihe
review area [RequiredJ
❑ l\'aters su�lect [o �he ebb and llon• of Ihe tide.
❑ �1'nters are presentlp used, or hnve been used in the pnsL or mny be susceptible for use to lransport intersta[e or toroign commeree.
E�plain:
B. CR'A SECTION 404 DETER�I INATION O� JURISDICTIOV.
Thzre Are, "mn�ers ojdrz U.S." ���ithin Clenn \Vater Act (CNA)jurisdiction (as defined by 33 CFR part 328) in the revie��� area [RequiredJ
1. �Vaters of the U.S.
n. Indicate presence of wnters of U.S. in review nren (check nll that npply): �
❑ TT'�Vs, including territorial seas
❑ 1Vctlnnds adlutenl lo TT1R's
� Relntively permanent warcrs' (RPA1's) that flo�v directly or indirectly into TNV1's
❑ Non-RP\Vs that tlo�v direc�ly or indirectly into'ITVVs
❑ Netlands directly abuqing RPlVs that tlo�v directly or indireclly into TNN's
❑ \Vetlnnds udjacent lo but not direcUy �bulting RPNs Ihal tlo�v dime�ly or indirecUp into "IT'VVs
❑ VVetl�nds udjacent to non-RPAVs that Flo�c directly or indirectly in�o'CNVVs
❑ Impoundments ofjurisdiclional waters
❑ Isolatcd (in[erstate or intrastate) wn[ers, including isolated o'eliznds
b. Idenfify (estimate) size oP wnters of the U.S. in the review nren:
Non-wetland �vateis: I50 linenr feet 9�ridth (�i) and/or acrzs.
Nedmids: �crcs.
c. Limits (boundaries) of jurisdiction bnsed on: �sfablished by OHWDI.'
Gleration of establisheA OH1VM (if kno�cn): .
2. Non-regulnted waters/wetlnnds (checic if applicnble):3
❑ Po�entially jurisdictional �vnters and/or wetlands were nssesscd �vithin Ihe rzriew arzt� and detennined to be not jurisdictional.
F.rplain: .
'[3o�es checked 6clo�c shnll 6e suppotled by complcling the nppropriale sectio�u in Section III bolo�r.
' For purposcs of lhis (onn, an RPN is de�ncd as n t�ibutnry �hat is nol a TNR' anJ tlml typically flo�cs penrround o� hns conlimrous �low al Icast "scnsonally"
(c.g., h�picnlly 3 inoNhs).
' Supportin� docunreNa�ion is presented in Section 11I.P.

s�criorv n�: cwn n�n���s�s
A. TY�Vs AND R'ETLANDS ADJACCNT TO TN\Vs
The ngenries will nssert jurisdirtion over TN\Vs and wetlands ndjncent to TN�1's. If �hc nquntic resom�ce is n TN\Y, complete
Section III.A.1 nnd Secfion 11I.D.1. only; i(the �quatic resom�ce is a�retland adjncent to a'I'MV, complete Sections IILA.1 and 2
nnd Section III.D.I.; ofherwise, see Sectimi 111.[3 belo�r.
1. TMV
Iden�ity'fN\V:
Summarize ralionale supporting delermination:
2. R�etl�ndnAjncenttoTiV��'
Summnrize rntionnle supporting conclusion that ���etland is "adjacenP':
B. CHA[L�CT�R[STICS OP TRIBUTARY (THAT IS N07' A TN�I') AND ITS ADJACENT �VGTLANDS QP' ANV'):
This section summnrizes informntion regnrding characteristies of the tributary and its adjacent wetlnnds, if any, nnd it helps
drtcrmine whether or not �he standards for jw�isdiction esfnblished under Rapnnas hnve been met.
The ngencies will nsserf jm�isdicfion over non-navigable tributaries of"CM\'s where the tributaries m�c "relntivcly permnnent
wnters" (RPR's), i.e. tributaries that trpicnlly ilow yenr-round or hnve cantinuous ilow nt lenst seasonnlly (e.g., typicnlly 3
months). A�vetlnnd thnt directly nbuls mi RP\\' is nlso jnrisdictionnl. If the nquntic resow�ce is not � TNR', but hns yenr-romid
(perenninl) ilo�r, sl<ip to Section III.D.2. If the nquatic resource is n n•cUnnd directly nbutfing n tributnry with perenninl ilow,
skip to Section III.DA.
A wellnnd ihat is ndjncent to but thnt does not directly abut nn RPN' requires n significnnt nesus evnluntion. Cm�ps districts nnd
CPA regions will inchide in the record any avnilnble informntion thnt documents the existence of a significnnt nezus behveen a
relntivcly permanent tribut�n� that is not perenninl (nud its ndjncent wetlands if nny) and n traditionnl navignble wnter, even
though a signilicant nexus finding is not required ns m m�fter of In�v.
If the waterbody' is not oin RPR', or n�vetlnnd directly nbuffing nn RPAP, n JD will require nddifionnl dnin to determine if the
waterbody has a significnnt cesus with n TN�S'. If the tributary hns ndjncent wetlnnds, the significnnt nexus evnluntion musf
cansider ihe �ribntnry in combiimtion �vifh nll of its ndjncent weHands. This significnnt nexus eraluntion thnt combines, for
nnal}'tical purposes, ihe tributniy and nll oC its ndjncent wetlnnds is used whether the review aren identified in the JD request is
the tribidnry, or its adjncent wetlnnAs, or both. If the JD ewers a tribut:�ry with ndjncent wetlmids, complete Section III.B.1 for
tlie tributnry, Section 111.B.2 (m� nny onsite wetlsnds, and Section III.6.3 Por nll �vetlnnds adjncent to tliat tributnry, both onsite
and offsite. The determinnlion whether n significmit nesus e�ists is determined in Sectimi IILC below.
1. Chnrncteristics of non-TM1's that ilow directly m� indirectly into TY15'
(i) Cenernl Aren Condifions:
Na�crshzd size: Pick List
Drainngz aren: Picic List
Average annual rainfall: inches
Averaac anmmi sno�clall: inchcs
(ii) Physicfll Characteristics:
(a) Relaiionship �vith TNN:
❑ TcibWnry tlo�ss dircctly into "IN1V.
❑'17ibutnp� Flo���s Ihrough Pick List tributaries before entering'I'� W.
Nroject �vaters are Pick List river miles from TN\V.
Project ���aters are Pick List river miles from KP\1'.
Project �entcrs are Picic List nerinl (straighQ miles Gom T'NN.
Project �vnter are Pick List nuial (strAigh�) miles fmm 2PVV.
Projecl �raters cross or serve as state boundarics. Espinin: .
ldcntiCq flow rou�e �o'IN1V`: .
Tributary strcnm order, if kno�vn:
' �'olr (hai Ihe Instmclional Guidebook contains additional inlomia�ion reenrdin� s�calzs, ditches, washes. mid erosional fcatures generally nnd in tlic arid
Nesl.
' Plo�r rou[e enn be drseei6ed 6y iden�i(}'ing e.g., tributaq� a, o-hiel� ➢o�cs through the rzrie�c aezn, lo Ilow inlo lri6ulnq� b, ���hieh then ilo��s into TN\V.

(b) Generol Tributnn� Charncteris�ics (check all �ha� aupiv):
Tributnry is: ❑ Natural
❑ Artilicial (man-madc). Gsplain: .
❑ Manipulaled (innn-altcrcd). Espinin:
'IYibutary propertics �vi[h rzspect to top oCbank (eslimate):
Average widtiv icct
Areragedepth: feet
Arcragc sidc slopes: Pick List.
Priinary IribWnry substrale cumposition (chcck all Ihn� zppl}•):
❑ Sil�s ❑ Sands ❑ Concrete
❑ Cobbles ❑ Grnvel ❑ htuck
❑ Bedrock ❑ Vegetation. Type/%cover:
❑ Othec Expinin: .
Tributnry condition/stubility [e.g., highly crodine, sloughing bnnks]. E�plain:
Presence of rw�/rillle/pool complexes. Espinin: .
Tribu[ap� geometq�: Picl< List
Tributary gradient (approsimnte avernge slope): %
(c) Plo�v:
Tributary provides for. Plck List
Estimate average numbcr of Flo�v erents in �zvie�c area/yenr: Pick List
Dcscribc Floo� regime: .
Other informaiion on dm�llion mid volume: .
Surface Ilow is: Pick I.ist Characteristics:
Subsurfacz ilo��°: Pick List Gxpinin tindings:
❑ Dpe (or othcr) tcst performed: .
'I'ributaq� has (check all thn� apply):
❑ BcA and bnnks
❑ OI I WM6 (check all indicators th�t apply):
❑ clear, natural line imprzssed on [he bnnk
❑ chnnges in the ch�racter oCsoil
❑ shelving
❑ regeta�iom m�tted don�i, beN, or absent
❑ leaf li�tcr distucbed or wtuhetl a�a�ay
❑ sediment deposition
❑ �va�er staining
❑ other (list):
❑ Disconti�mous OH\Vbl.� 8�pluin: .
■
i■
■
■
■
■
■
the presence uf li�ter and debris
destmction ot tcrrestrial vcgetation
the presence of �vruck line
sediment sorting
scour
mul[iple observed or predicted Flo�r events
xbrupl change in plant connnuni�y
[Clactors other thnn the OHN�d �vere used to deteuninc la�crnl estent of CNA jurisdiclion (check all Ihat apply):
❑ High'fide I.ine indicated by: ❑ Mean High \\'nter ��lark indicn�ed by:
❑ oil or scum line alone shore objects ❑ survey lo nvuilable datum;
❑ line shcll or debris deposi�s (forzshore) ❑ physicnl nmrkings;
❑ phvsicnl markings/clmracteristics ❑ vegetntion Iines/chmigts in regetation q�pes.
❑ tidnl gauges
❑ other Qisl):
(iii) Chemicnl Chnrncteristics:
Chame�erize tributaq� (e.g., �valer color is clear, discolored, oily tilm; ��-nter quali�v; geneml «�n[ershed chnrncteristics, ete.).
8spinin:
Identif}• specific pollutants, if 4:no�cn: .
°A naturnl ar mnn-innde discon�inuily in the OHl1T4 dces no[ necessarilp s'eeerjuri'sdiction (e.g., �chere �he sl�enm lzinpom�ily Oo�cs unde�gmund, onshere
�Ire OIiR�M has been removcd by development or aericullural p�actices). 1\'here tlicre is n brzak in �he Ol ll1'bi thnt is unreln�ed �o �he �caterboAy's Ilo�r
regime (e.g., Ilo�v over n mcA outcmp or Ihrougl� a culvert), Ihe necneies �sill look for indica�oa of flo�c aborz and belo�r lhe break.
'Ibid.

(iv) 6iologicnl Chnrncteristics. Chmmcl supports (check nll tl�nt npply):
❑ Riparian coiridoc Characteristics (type, nvernge �rid�h): .
❑ �Vetland ��ingc. Charnc[cristics: .
❑ Habi�at for:
❑ Pederally Listcd spccies. Bspinin findings: .
❑ Pisl✓spn�vn arcns. 8�pinin findines: .
❑ Other environmen�nlly-sensitire species. Bxplain findings: .
❑ Aquntiehvildlife diversity. E�plain lindings: .
2. Charncferistics of weHnnds ndjncent to non 'I'N�1' U�af tlow directly or indirectl}• into T��Y
(i) Physicnl Chnrnctcristics:
(a) Gancrnl \Vetland Chnrnctcristics:
Properties:
1Vetland size: acres
1Vetlnnd q��e. F.xplain: .
VVetland quality. Esplain: .
Project �retlands cross or scrvc as state boimdories. E�pinin:
(6) Gcncrnl flo�v Rclationship �cith Non=CNIV:
Flow is: Pick List. E�plain: .
Surfacc tlo�r is: Pick List
Charxtcris[ics: .
Subsurface Ilu�v: Pick Lisf. Gtplain tindings:
❑ Dye (or otlicr) �est performed: .
(c) AA'eUand Adjacenev Determination with Non-T'NVV:
❑ Directly abutting
❑ Not directly nbutting
❑ Discrete ��•eUand hydrologic connection. Bxplain:
❑ Ecological connection. Cxpinin: .
❑ Sepnrlted by berm�barrier. Esplain: .
(d) Prosimitv (Rclationship) to "IN11'
Prolcct ���ctlands �re Pick List ricer miles from TNVV.
Prolect �raters aro Pick List aerial (straighQ miles tiom'NN.
Plo�r is 17om: Pick List.
F,stimnte appro�imntz localion of �r�etland as a�ilhin the Picl<List [loodplain.
(ii) Chemicnl Chnrncteristics:
Chnrneterizc wetlnnd system (e.g., �valer color is clear, bro���n, oil lihn on surface; �caler quality; genernl �vatershed
characteristics; eta). E�plain: .
Identify specific pollutanls, if laio�vn: .
(iii) Biologicnl Charneteristies. R'eHnnd suppm�ts (checic nll tl�nt npply):
❑ Riparian bufPer. Characieris�ics (typc, nrerage width): .
❑ Vegelaiion type/percent covec Bxplain: .
❑ Habitat for.
❑ Federnlly I.isted spzcies. Explain lindings: .
❑ Fislilspmvn areas. Explain flndings: .
❑ Other environmentally-sensitivc spccics. Explain findings: .
❑ Aquatic/wildlitc divcrsity. Hxplain findines: .
3. Characterislics of nll wetlnnds nAjncent to the tributniy (i(nny)
All �cetlnnd(s) being considered in the cumulntive analysis: Piek List
Approxinmtely ( ) acres in lo�al nre being considered in the cumulntive annlysis.

For each wetland, speci�y thc follo���ing:
Dirccth� abuts? (l'/�) Size (in acres) Dircc�lr abuls? (Y/N) Size (in acres)
Summarize o��erall biological, chemical and physical functions being perfomied: .
C. SIGNIFICANT NE\US DETGRMINATION
A significnnt nezus nnnlysis will nssess thc Ilo��� charncteristics nnd funclions of the tributnry itself and the funetions perPormed
by nny wetl:�nds ndjncent to tlie tributnry to determine if fhey significmrtly n(fect the chemicnl, plq�sicnl, nnd biologicnl integrity
of n TNVV. �m� ench oPthe following situntions, n signifirnnt nesus esisfs iPihe tributn�y, in combination �vith all of its adjacent
wetlnnds, hns more thnn n speculative or insubstantial etfect on �he chemicnl, physicnl nnd/or biologicnl integrity oPa T�V.
Consideratimis when evnluating significnnt nexus include, but nre �mt limited to the volume, durntion, nnd frequency of the flo�v
of wnter in the iributnrr nnd its proximity to n TN�V, and the fimctions performed by the tributnry an4 all its edjncent
wetlnnds. It is nol npp�roprinte to determine significnnt necus bnsed solely on nny specific threshold of distnnce (e.g. behvecn n
�ributnry nnd its ndjncent wetim�d or bebveen n tributary nnd the TNN'). Similnrly, the fnct nn ndjneent wetlnnd lies wifhin or
outside of a floodpinin is not solely determinatire of signifirant ne�us,
Dra�v com�ectians behveen the fenhn�es documented nnd tlie effecls on H�e TN«', ns identified in tl�e Rnpaims Guidnnce nnd
discusscd in [hc Instructimml Guidcbook. Fnctm�s to considcr includc, for ecnmplc:
• Does tlie tributaq�, in combination with its adjacent ���etlands (iCany), have the capacity to carry pollutnnts or flood �eatcrs �o
'I'� Ws, or lo reduce the amount ol pollumnts or tlood �vaters reaching a TNIV'?
• Does the tributary, in combintuion �sith its a�jacent �+'etlands (if nny), provide habitnt nnd lifecpcle suppon hmetions for LisL and
ather species, such as feeding, nesting, spawning, or rearing young for species Uint are presen� in �he TNR'?
• Does the tributaq�, in combinntion �sith its �dlacent �cetlnnds (if any), hnve the cnpneity to transfer nutrienis and organic carbon that
suppori do�vnstream food�vebs7
• Docs the tributnry, in combination �rith its adjacent ���etlnnds (ifany), havc other reln�ionships to tlie physical, cliemical, or
biological integriq� oftlie'fN\V?
Note: the nbove list oPconsiderntions is not inclusive nnd otl�er functions observed m� known to occw� should be doeumented
below:
L Signi6cant ne�us finAings for non-RP�V [hnt hns no ndjncent wetlands nnd flo���s directly or indirectly into TY\Vs. Esplain
findings of presence or absence of significant ne�us belo�c, bnsed on the tributaq� itself, tlren go [o Section III.D: .
2. Significant nexus findings for non-RP�V and its adjacent �retlands, �rhere tlie nmi-RP�V (lo�vs directly or indirectly into
TNR's. Espluin findings of pmsence or absence of significant nexus belo�r, bnsed on the tributnq° in combination �vith all ol i�s
adjucent �retlands, then go lo Section llLD: .
3. Significmrt ne�us findings for wetlands ndjncent [o nn RPR' buf thnt do not directly nbut the RPR'. 8xplain lindines of
presence or absence of significant nexus belo���, based on �he tributaq- in com6ination �rith all of its ndjnecn[ �vctlnnds, �hen @o [o
Section II I. D: .
D. DETERDIINATIONS OP JURISDICTIONAL CINDINCS. TfIE SUBJLCT �5'ATERS/�VETLAYllS ARE (CHECIC ALL
THAT APPLI'):
l. TN\Vs nnd Adjncent R'eNnnds. Check all that npply and provide size eslimn[zs in revic�v area:
❑ TNIVs: linear feel width (li), Or, acres.
❑ 1Vetlands n�latenl to TNII's: acres.
2. RP�Ys thnt Flon� direct�y or indirectly in[o TNR's.
� Tribularies of TN\Vs �vhere tribularies q�pically ilo�v year-mund are lurisdictioonl. Providc Aatn and rationale indica�ing that
tribWnry is pereimial: Poplar Core Creek is shoan on Ihe USGS lopogrnphic map ns a perznnial strenm.
❑ Tributaries of TNN ���here Iributarics hare coNinuous �lo�v "seasonally' (ag, typically Ihree mon(hs each penr) are
jurisdic[ion�l. Dn[n supporting this conclusion is prorided nt Seclion III.B. Provide cationale indicating tha( Iributaq� Flo�vs
seaisonally: .

Provide estimates for jurisdictional �vatcrs in the rerien• nrzn (check all [hat �pply):
� Tributary �vaters: I50 lincnr fce� 9�vidlh (ft).
❑ O�hcr non-��°atlnnd �ea[crs: acrts.
[dentify tppc(s) of�valcrs: .
3. Non-RP\\'sg thnt iloe� direcfly or indirectly inro TN�Ys.
❑ Nnterbody th�t is not n'IN�V or nn RP\V, 6ut Ilo�vs directly or indirectly into a"CN\V, and i( hi�s a signiCicant nexus �rith a
'I'N W is lurisdictional. Dala supporting this conclusion is provided al Section IILC.
Proride estimales for lurisdictiunal «ntz�s �vi�hin the revie�s nrca (chcck all tha� appl}�):
❑ Tribulaq� �va�zrs: lincar fec[ �vidth (ft).
❑ Other non-�rGland ���nters: acres.
Iden�ity type(s) of ��°aters: .
4. Wetlnnds direetly nbutting nn RP�V thnt ilow directly m� indirectly into TNVVs.
❑AVetlands directly abul RPIV and thus nre I��risdictionnl ns n�l�cent �vetlnnds.
❑ Nellands directly abulting an RP\V wherc tributaries typicnlly Flow pcnrvround. Providc dntn nnd rn[ionnle
indicating �hnt tributnq• is perenninl in Section III.D2. above. Provide rationnle indicnting thnt weUand is
directly abutting�n RP1A': .
❑\Vellends direclly abutling an RP\V whcrc tributnrics q�picnlly tlow "scnsonallq." Providc dn�n indicating Ihat tributaq� is
seasonal in Seclion ll1.B nnd rationnle in Section IILD2, above. Provide rntionnle indirnting that «°etl�nd is directly
nbutting nn RPAV: .
Provide nereage estimates Cor jurisdiclional ���c�lands in tlie revie�c nrea: acres.
5. Netlnnds ndjncenl to but �wl directly abutting an RYVV that flow directly m� indirectl,y into TNVVs.
❑ R'etlands ihat do nol directly abut �n RPAV, but when considered in combin�tion �vilh the IribWnq• to �ahich thcy nrc adjnccnt
nnd �eith similnrly situnted adl�cent �setlands, have a significant nexus with a TvAV ure jurisidictional. Dnta supporting [his
conclusion is provide� ai Section IILC.
Provide accoage es[imn�es for jurisdictional ���ellands in Oia reviz��� arza: ucres.
6. 1Vetlands adjacent to non-RPR's th:it flow direclly or indirectly into TMVs.
❑AVetlnnds aclji+�ent to such �rnters, and have. when eonsidered in combivalion wilh the tributarp lo which Ihey are adjacent and
�vi�h similarly situaled adjnccnt �vcUnnds, hnve n significan[ nesus �ci�h n"IN\V nrejurisdictional. Datn supporting �his
conclusion is proviAed at Section III.C.
Provide estimates Corjurisdiclional wetlands in Ihe revie�c area: neres.
7. Impoundments ofjurisdictional wnlers.'
As a gene�al rule, Ihe impoundmen� o} njurisdic�ional tribu�ijq• remnins lurisdictional.
❑ Dzmonstratc thnt impoundment a�as cre�Ued tiom "�vaters ofthe U.S.;' or
❑ Demonstrntc that �vater meets the cri�eria for one oCthe catego�ies presemed above ( I-6), or
❑ Demonstra�e thal �vater is isolated «�ith a ncaus to commerec (see 6 bclow).
G. ISOLA7'Ell �IN'PERSTATE OR INTRA-STAT�� �\'ATF,RS, I\CLUDING ISOLATED \VETLANDS, THE USE,
DEGRADATION 02 DESTRUCTION Of \VHICH COULD AFF'H:C7' INTCRSTATC CO�IBICRCE, INCLUDINC ANl'
SUCkI AVATGRS (CIIECI<ALL THA7' APPLY):10
❑�vhich nre or could be used by interstate or foreign tra��clers lor recremional or oiher purposes.
❑ from n°hich fish or shelltish nrz or could 6e tr�ken and sold in inteestntz or lorzign commerce.
❑ �vhich tve or could ba used for industrial purposes by industries in in[ersfite eommeree.
❑ Interstate isolaled �va�ers. Explain: .
❑ Other fnctors. Bspl�in: .
IdenfiPy wnter body nnd summarize rationnle supporting determinntion:
PSee �oomote t! 3.
° To complele (he minlysis refi� to ihc kcy in Sce�ion III.D.6 of tl�e Instn�c�ional Guidebook.
p1 Prior to asserling or declining C\\'A jurisdiclion bnsed solelp on �his catcgary, Corps Districts �cill elecnlc the arlion fo Carps nnd liPA IIQ fm�
reriew ca�sislent wilh ILe p�ncess described in Ihe Corps/F.Pp �l/euior�md�ux Regar�7ing CII�I Act hvisdiclin�� Fnllowing Rnpnrtns.

Proride cslimates forjurisdictional �aalers in �hz revie�v area (chcck all �hat apply):
❑ 'I'ributary �vnters: lincar [cet �vidlh (Il).
❑ Olher non-�aeUand wnters: neres.
Identify type(s) of �ruters: .
❑ \Vetlands: acres.
NON-JU2ISDICTIONAL �VATCRS, INCLUDINC �VCTLANDS (CHCCK ALL THAT APPLI'):
❑ If potential �cetlnnds ���ere assessed �sitl�in ihe recie�v area, these areas did nol meet tlre criteria in tlie 1987 Corps of Enginee�s
\VeUand Delineation bfanunt nnd/or appropriale 2egional Supplements.
❑ Revie��' are.i included isolnted n�nters «�ith no substantial nexus to inlerstnte (or toreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SD�INCC;" �he revie�c arcn �vould ha��z been regulated based solelv on Ihe
`Migratoq� Bird Rule" (MI3R).
❑ R'nters do not meet Ihe "Significnnt Nesus" stnndard, �vheco such a lin�ing is required forjurisdic�ion. F;xplain: .
❑ Other. (espinin, if not covered above): .
Provide ncreage eslimn[es for non-jurisdiction�l �caters in �he revie�s aren, ���hero lhe sole potentinl basis ofjurisdiction is the Mf3R
factors (i.e., presence of migra�ory birds, presznec ofendangered specie,, use of �sater tor irrigated agricul[ure), using best protessional
judgment (eheck aI! tha� apply):
❑ Non-�retlund �vnters (i.c., rivcrs, s�reams): linear feet �vid�h (ft).
❑ Lakts/ponds: ncres.
❑ Olher non-wetland �calers: leres. List tppe of nquatic resource: .
❑ Nctlnnds: ncres.
Providz acrenge estim�ries for nonyurisdictional ���aters in the revie�v aren thnt do not meet Ihe "Significnnt Nexus" standa�d, ���hzra such
a tinding is requiced lorjurisdiction (check all that applp):
❑ Non-�cetland �calers (i.c., rirers, streams): linear feet, �vidth (ft).
❑ Lakesiponds acres.
❑ Other non-�vetland �vaters: acres. I.is[ �ypc of aqun�ic resource: .
❑ �Vetlnnds ncres.
SECTIOY IV: DATA SOURCES.
A. SUPPORTIYG DATA. Datn revierved for JD (check nll tl�nt npply - checked items shnll be included in case file nnd, �chere checked
and requested, approprin�cly rcference sources belo�v):
� n�faps, plans, plo�s or plat subini�ted by or on bchalt of the applicanVconsultant: .
❑ Data sheets prepared/submitted by or on behnlf of �ho npplicanUconsultant.
❑ Oflice concurs �vitli data slieets/delineation report.
❑ OOice does not concur «•ith dnt� sheeta/delineafion reporl.
❑ Dn�n shccts prepared by the Coq�s .
❑ Corps navigablc �vaters' study: .
❑ U.S Geologicnl Survey HyArologic Allas: .
❑ USGS NHD dam.
❑ USGS S nnd 12 digit HUC maps.
❑ U.S Geologic�l Survey map(s). Cite scale R quad nnmz: .
❑ USDA Nnturnl Resourees Conservalion Sen�ice Soil Sun�ey. Citation: .
❑ National «�etlands inventoq� map(s). Cite nnme: .
❑ Stnte/Locnl ���c�land invcntory map(s): .
❑ PGb1.4/PIIL�I maps: .
❑ 100-year Floodplain Elevntion is: (Na�ional Geodec�ic Vertict�l Da�um of 1929)
� Photographs: ❑ Aerial (Nome fi Date): .
or � Other (Name K Dele): Project Site Novcmber 27, 2012
❑ Previous detcunination(s). File nu, ond dnte of response lettee .
❑ Applicable/supporting cnsc la���: .
❑ Applicable/supporting scientific litern�urr. .
❑ Othcr infomiation (please specify): .
6. ADDITIONAL CODIDIENTS TO SUPPORT JD:

NO SURV�Y REQUIRED FORM
PROTECT INPORMATION
Projec! Na•
Cotndy.• Macon
/'rojet! Trnekiiig Na. (bNeninl UseJ
12-OS-0066
{�/3SNo: I7DP.14.R.29 Docr�u�eriC MCGAttachmentG
F.A. Na: N/A Fundbrg.• � Stnte ❑ Federal
Fedw•n! (USACE) Per�nit Rer�urred? � Yes ❑ No Perniit Tyye: I'VA Pennit
Projecl Descrrptiar: Replace I3ridge No. 243 on SR 1306 (Smith Hill Rd.) over Poplar Cove Creck with
a bridge structwe on esistiug location.
SUNIMARY OT CUL1'UItAL RESOURC�S REVI�W
Briefr(escriptroir ofrevieiv nclivilrea, restdts ofrevie�r, rnid conclrisions:
Review of FIPO quad mnps, IIPO G]S information, historic desiguations roster, aud iudexes was
uudeitaken on August I5, 2012. Based on this review, there are uo existing NR, SL, Lq DE, or SS
properties in the Area of Potential Effects, which is 50'Bom the centerliue each wTy and 200' from eacl�
end of the bridge. There Tre uo properties over fifty yenrs of age baseA on M�con County GIS/Tax
lnformation. Southeast oF the bridge are sever�l modern mobile homes that �re not National Register
eligible. Northeast of the bridge is a c. 1976 house (654 Smith Hill Rd., PIN 6553437882) Ihnt is under
fifty yenrs of age and not NR eligible. There are no National Register listed or eligiblc properties within
the APE and no survey is required. Jn �ddition, Bridge No. 243 is not National Register eligible based on
the
Brief L�p(nnnlion of �vhy !he nvailnble i� fornra[io�r provides a��eliable Grrsis for rea,ronnbly predic(i�ig
thnl lhere nre no torrdenlrfied historrc properlres in dre �1PE:
HPO quad maps nnd GIS inform:�tion recording NR, SL, LD, DE, and SS properties for Il�e Macon
Couuty survey, Macon County GIS1Tas iuformation, and Google Maps nre considered valid for the
purposes of'determining the likelihood of historic resomces being present. There are no Nntional Regisler
listed or eligible properties within the APIi and no survey is required.
SUPPORT DOCUMEN'I'ATION
See attached: �1aps.
FINDING 13Y NCDOT CULTURAL R�SOURCES PROF � NAL NO SURVEY RGOUIRED
ARCI3AGOLOGY IS"fOli1C ARCHITF,CTURli (CIRCLli ONE)
Culluraf Resources
•.No Swse)� Requir'eJ"/anu/ordfiva�7}mrrpamiian ProJecir os Qnal fed in Jie 1007 Pr
XCUOT Ard�aeolog• & Hhlnric Arrhireclura Ginu�i
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4

NO SURV�Y REQUIRED FORM
Ym�.c[ Tmcd'InK V'o. (fn(erria! G".•�)
1 Z-�)�'-U�ii�i
PROJECT INFORMATION
WBS No: 17BP.14.R.19
F.A. No
Federal Perrnit Req��ired?
P�•oject Descri��tiou.
Co�ntty. �Iacon
Dacrnuenh ��fiuim
Fundiog: �� State U Pederal
I es U No � Type � TVA
Replace Bridge Z43 ou SR 1306 o��er Poplar Cove Creelt. t\rea of Potei�tial �ftects (A.P.�.)
includes approsimately 6o meters (200 ft.) in each direction fi�om the bi•idge aud 15 meters (b0
R.) from centerline on each side of the road. Desigu plaus provided. Yroject is State-tiuided;
Federal permit (TVA) required; permanent easements required.
SUMMARY OF CULTURAL
Re��ie�ti, iucluded e�amivation of topog�raphic map, aeria] photograpli, and listiugs of previoiisly�
recorded sites, pre�°ious archaeolog�ical sm-��e}�s, and previous en�•ironmeutal re��ie�vs at the
Office of Stxte Archaeolog}�. Review also included a visoal inspection of tlie project area on
9/11/2012.
Topographic map (R�a��ali Bald, N.C.) sho�ls tlie A.P.�. is located iu a wide creelz valle5� �vitl�
le��el, well-drained landforms near the bridg�e. Tl�e landforms near the bi�idge appear to lia��e
moderate to high potential for prehistoric archaeological sites.
The aeria] photograph sho�vs a structure located near the bridge in the northeast yuadrant, nnd
t�co sh�uctures near the A.P.E. ii� the southeast quadrant. The nortlnrest quadreuit is wooded,
a��d tlie soutl��vest quadrant is cleared (pasture?).
There are no preeiousl}' recorded arcl�aeological sites iiear the A.P.E., the A.P.�. has not been
previously sw�veyed for archaeological sites, and tlie A.P.�. has uot Ueen previousl}� re�-ie�ved
b}� dic State Historic Preser��atio�i Oflice (I IYO).
T6e visual examination oFthe A.P.�. ��•as conducted on 9/11/2011. The soutlieast quadrant is
a inoderate slope up fi-o�n the bridge for �pprosimatel}� so meters soutl�. The A.Y.E, is
disturbed ��ard aud dri�°e���a}� tor t���o house trailers. Poplar Co��e Road is located approximately
so meters south of the bridge. The south«�est quadra��t is a moderate/steep slope up fi-om the
brictge south. There is n level ridg'etoe outside of the A.P,E., appro�imately GO meters soath of
the bridge and 30 meters �vest of tlie road. "Che north�vest quadraut is densely ���ooded, Oat
flaodplain fi•oin tl�e bridge north for approximately� 90 meters. ��isual investigation sha�red the
that the floodplain is poorly-drained. The na•theast quadi.lnt is le��el floodplxui ti•om the
bridge nortl� for approximately 150 meters. The area �vithin t6e A.P.E. is disturbed yard of a
house located 30 meters nortli of Nie bridge and 10 meters east of the road. Undisturbed
(loodplain is located outside of the A.P.E. appi•oximately 70 meters north oFNie bridge.
•1A'o Sun'�.r RequirzA"f m� fur�,Vinor Trunsporm!!on P�oJ�'crc nrQ�m[Jicd in ihe 1007 Pmy.ronunutic dyraemenl.
NCDOT Arrdaeo(oFP �� h'�stane,lyd�irccrure Groups

reasoilaGl�y1•edictitig� tl�at tGei•e are no unidel�tified Listoiic�ra�erties i» tGe AP�:
The re�•ie�r iudicates the pi•oject lias litde potential to impact a�iy archaeological sites. Tlie
laudForius within the [1.Y.E. are either sloped, disturbed, or poorly� drained, and have a]o«�
potential for archaeolgical sites. Thece are no pre��iously recorded sites «�ithin or near the
project.
SUPPORT DOCUMENTATION
�Map(s) ❑Previous Surae}� Info �Photos ❑Cm•respoi�deuce ❑Notes
FINDING BY NCDOT CULTURAL RESOURCES PROF�SSIOI�'AL
NO SURV�Y R�QUIR�D �Archaeology ❑Historic Arcl�itecture
Caleb Suutl�
1�TCDOT Cultural Resouraes Specialist
10/2/2012
•1\b Sun'p� ftr9��i�sd"fomi� r Alinor ]Fm¢poMwion Piajaera us QnnlJled in Ihr 2007 P�ogrnnmmtic dyrrement.
NCUOZdrdwrology& HiamricdrehllromrrGrovps

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LOCATION: BRIDGE 243 (POPLAR COVE CREEK)
O1V SR 1306 (SMITH HILL ROAD)
TYPE OF WORK: GRADII�IG, PAVIIVG, DRAINAGE f�' STRUCTURE
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TOTAL LEA'GTH TIP PROJGCT 176P.IJ.R.29 = 0.053 b17
LETTING DATE: DANA BOLDEN, P.E.
NCDOT CONTACT: 10SHUA DEYTON, P.E. _ eno�ccr ncsros cacnECx
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��,W,S, EL 2250.86
� EL 2250.4D� -
� � �-�
�° /n�'`l � / �,o)y ' �a
13+00
FILL fACE �
EI:� BEt1T 110.2
STA.12*43.86 -L-
G9AOE P01t1T
EL 2258.93
�EGIi! FRONT Sl.4PE
P.O.0 STA. 12+50.61 -L-
G4Pf)F POi11T
EL 2258.02
LT. rL 2253.20 1�
rftL E�. 2252.54 �
2'-0"CLASS II
RIP RAP tTVPJ
SECTION ALONG -L-
(SECiIGI1S Ai E:l� �EtITS AFE AT ftIG4T ANGLESI
APPRO%IMATE GROl1i:0 LIHE ELEVATI011S AftE iAKEt!
ALOIlG THE E�GE Of BRIOGE 0�1 UPSTREA61 STfIF.
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mrni i rnr.TU nr aamr.r =
HORIZONTAL CURVE DATA -L-
PI Sta IH65.82 -L- PI Sta 13«�6.35 -L-
�=7° 3Y91.7°IRTI �=37° 37'S0.4"IRT)
�= 4° 46' 28.7" D= 33° 4Y 12.Y,
L=158A2' L=111.65'
T = 79.12' T = 579Y
R = 1200.00' R = I70.00'
SE = 0.02 SE = VARIES
V= 20 lAPH V= 20 I.IPH
:T�R� � �
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I IDEIITIFIC
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PLAN
IPILCS ;lOT SHOV�tI FOR LLARITYI
GRADE DATA
i-�zsaoo��-ip,isyzi
PI = 12+85.29 -L-
EL = 2257.96
VC = 50'
HYDRAULIC DATA
oESicri oiscNancE �000 cFs
FREOVE!!CY OF DESIGN FLOOD 25 'fR.
OESIGII HIGH 1'iAiEH ELEVAT10t1 225P.20
DRA�IlAGE AREA 352 SO.IdI.
BASE DISCHAftGE (0 1001 1900 CFS
9ASE HIGH PIAiER ELEVATI01! 2258.BG
OVERTOPPING DATA
OVERTOPPING DISC4ARGE 950 CFS
FHEOl1-�:CY OF OVERTOPPItlG FLOOD 25 YR.-
OVERTOPPR:G FLOOD ELEVATI01! 22R.20
INSET SHOWING W.P, #2
PRO.IECT No. 17BP,14DR.29
MACON COUNTY
sTaTZON: 12+22a73 -L-
STA. 12+22]3 -L- I sn cF ��a�x n=:,.r:�
DEPARTPAENTEOF�TRANSPORTATION
PR�LIDiINARI' PLANS
CO NOT USE FOR CO]ST24CT[OS
�rewreo 1 ihe
)M x L /}�/� ' Madern & Cra;g =
�/�/�� a ._.�z :o zr:�i
\I z:`v;'aM a`,._..:� e�a
GENERAL DRAPlING
FOR 6RIDGE ON
SR 1306 OVER
POPULAR COVE CREEK
BETI7EEN SR 1304 AND SR 1308
e.i�,
S-1

�ENCHI.IAft4:; B.V.'I: 8"SPIRF IIl 9ASE OF 90"N1t;E TREE 31.9P RT.OF -L- STA. 10+69.2Z EL 226�.i0
SR\,\
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T� Sq 130a
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CLA55 II � � FF
RIP RAP ITYP.1 A � 'F
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S�,�ITN HILL ROA� SR 1300
PHOPOSE� GIJARORAIL
�.� (ROADYIAY DETAIL E.
'V PA'f I�EIAIITYP.I
STRUCTURE �
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STA.12+2273 -L-
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STRIICTORE
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uo nuo�vr� uTi�rrr conF�icrs.
oRenn Bx : FFC UnTE : 02/13
CtlElREO BY : L411 DcTE : 02/13
NOT�S:
ASSII"�ED LNE LOAD = FL-93 OR ALiERNATE LOAOII:G.
FOR EROSI01! COIITROL 1.'EASl1FE5, SEE EftO5I0t! COIITROL PLA2lS.
TIiIS STRUCTURE HAS BEEI! DESIGHED IN ACCORDAt:CE WITII iHC MSIITO
LRF� BBIDGE OESIGI! SPECIFICATIOt15.
rne exssir,c sTRUCTUaE cousisTiric oF � sanu ar 2o�-e-,i��-rc�ena
40A�VlAY IYI�TH,TIl.IBER FLOOR 01! TII.'BER JOISTS.0;1 TIIdBEft CAPS VYITH
iTl.'RFF P�STS AttD 4LLS, AT E%ISTIIl6 CROSSIIIG FOR PROPOSFD
STRl1CTl1R6 SHALL �E RE1.'OVF4 THF EgI5TI11G BRIDGE IS CURREqTLY POSTE�
EELO'N THE LEGAL LOAD LI:IIT.SHOULO THE STRIICTlI4AL IIITEGRITY' OF THE
BR�DGE FURTHER �ETERIORAiE, TFE LOAD LI'.IITATIO,'1 `dAY BE REOIJCE� AS
FOUIID ::2ESSARY pl!RTBG THE LIFE uF THE PROJECT.
REldOVAL OF THE E%iSTIl1G BRIDGE SH4LL BE PERFORI.I.D AS IIOT TO ALLOYI
DE6RIS TO FaLI ItlTO THE YIATEF, THE CG11iRFCTOR SHALL REIAOVE THE
BRIOGE At10 SU0IAIT PLAI�S FOR DFIAOLTTIOI! R! FCCOFDAtICE VIITH ARTILLE
40P-2 OF THE SiAH�pR� SPECIFICATIO'!S.
THE I.IFTERIAL SHOYItI III TNF CROSS -HATCHE�] AREA SHALL BE ERCAVATED
FOR A �ISiAt10E Of 20 FT± EACH 40E OF CFHTFFLII:E ROA�I9AY AS
DIBECTEO BY THE EIlGItlEER. THIS Yi0R4; YIILL �E PAID FOR AT THE
C01liflACT WI.IP SUId PRICE FOR U�lGLqSSIFIE� STRl1CTURE E%CAVATI011. SEE
SECTI01! VL2 OF THE STAIIDARD SPECIPICATI0115.
iHE SUBSTP.UCTUk� OF THE EY,ISTIIlG BRIDGE If�DICATED 0?I THE PLAilS IS
FROId THE BEST IIlFO41.lATI011 AVAILABLE.SII:CE THIS IIIPoR:'ATI01! IS
SHOV41! FOft IHE COIIVEqIEtICE OF THE COIITRACTOF, Tf3 CONiHAC10H SHALL
HAVE �10 C�AIId I4HATSOEVER AGARlST THE DE�ARTI.IEtlT OF TftAIlSPORiATI0;1
FOR Al1Y DELAYS OF AO�ITIDIIA� COSTS RlLl1kRED BASED ON DIFFEREt:CES
BET'NEE�! TP�E ExISTI1:G 6RIDGE SUBSiRUCTU3� SHO'All 01! THE PLARS At:D
THE ACil1AL COIIDIiI011S AT THE PROJECT SITE.
FOR PILES,SE` SECTIO'! 450 OF THE STAY.�ARD SPECIFICATI0115.
PILES Al °tlV BEII� t10. 1 AIID Et1D BE1]T CO3 2 �FE �ESIGA2� FOF A
FACTORED RESISTAIICE OF 70 TOi15 PER PILE.
DRNE PILES AT Etl� 9E11T t10. 1 At:� efl� BEt1I tl0. 2 i0 A REOUIRED
�RI`/lflG HESISTAnf,E OF 120 TOtlS PER PILE.
STEEL H-PI�E POINiS ANE HEOl1IRED FOR ALL STEEL H-PILES AT Bl� OEtli
110. l At:D E�:] BEHT 1;0. 2. FOft SiEEL P1LE POItliS. SEE SECTIO'! V50
OF THE SiANDARD SPEC?FICATTOtlS.
TESiI�:G PILES W11H 7HE PDA pURIHG OFIVItl6,RESTftIY:IHG aR
REORIVI�IG IAAY BE REOl1iRED. THE E�IGIUEER 'iVILL �ETERIARlE THE Y,EE�
FOR P�A TCSTIIIG.FOA P�A iESTIIlG.SEE SECTIO>! 450 OF THe STPNOAPO
SPEQFICqTIp>lS.FCR PIL[ �RIVILG CRITERIA,SEE PILE DRIVIKG CRITERIA
SPECLAL PROVISIOtI.
FaR suarniTia� oF eiaer:ir+c oanwiues.sEE saECia� �noviszoris.
FCR FALSE'liORi All� FORIA'ilOR1;.5EE SP�CiAL PROVISIO`I5.
FOR CFA11E SAfETY.SEE SPECIAL PROVISIO�:S.
FOR OTHER OES1Gt! �ATA AH� GEt:ERAL IIOTES. SEE SHEET 511.
THIS STRIJC7lIRE H4S BEE1: �ESIG1lE� I1J AQpR�AtlCE YIITH 'HEC 18-
EVAWATIIIG SCOU�R AT BRID6ES."
FOR GkOl1T fOR SiRUCTUkES,SEE SPECIAL PP.OVISI01lS.
THIS BRIDGE IS LOCATE� IC SEIS`.ffC ZGIlE 1.
nsFna�r i��eaazwc suaFace is zucwnEO z,: Ro�,oivnv ouarirstv ori
aonowar P�ar.s.
PR�LIDSINARI' PLAI�'S
W KOT l"SE FOA COVSTRUCTIOV
�t /y/� MaLLern`8'Cra.gL '
�� � ` �
PROJECT No. 17BP,14,R,29
MACON COUNTY
STATION: 12+22073 -L-
,,.,E �, . - .
DEPARTMENT OF TRANSPORTATION
GENERAL DRA4'JING
FOR BRI�GE ON
SR 1306 OVER
POPULAR COVE CREEK
BETV7EEN SR 1304 AND SR 1308
$-2
13

C'"OtWAT10N 10 BE SHOTN 0'1 PLANS
Oes:m� vxrorte 1000 ._._.c.f.z (reauwY 25 TP, uzv. P25i.2
_ _ _ _.. ..._...
ea•e n om o'.:c�eu IG� __..._�.ts trepn.wr IOO YR. E�a� 2250.86 _
Oue-t[TCr9:oacrvuw.....950............ce.s. ireas..nY._25 YR../.._ eav......_2251.2_.......
•OVFJ2iOPPd:G OCNFS RPPFO%Pl4TELY I50 FEET LEFT OF B�IpGE PT ELEVAT109 2351.6
40DIilOVAL CSOflVAIqA A1:0 COaPUiAT10:�5
E%ISiCx LEVEL Of SFANCE IS 6FJ'.0 Arpl•ITA0.E0
. . __. . . . _ _ _ .._..._._'_-_ _
_.__...__..._.._
pE51GN FOLLOnS 5UB ftEG!�IIAL Tiffl GOilEL1YES
. ....... . . .... . __ ._... _._ _. ._ ......... ......_ ._._.. . .... ...... _
USC?,f1UFA� F�CflES5b9 EOUATIO`i IAPPLIC4TIQY OF VETH0�5 IDOl VER I.]IPEGIO!! 2
...._.. . ....__ _ .__. _ .... ....
............................... S A Y..............................................................................................
...... �i...:.536........... 500 ..............................................................................................
0, = i2B i50
..................................................................................................................................
..... On..- 990 1000
190� 0_. GE�IA = I150
Om = 1930 1900
BEO A�ATEAUL C036LE A1A_6AAVEL 1111H SOVE COARSE SA1:D_ ....� ....
.... .... ..
oeo ar.o ea ;a sine�e
cmrtancnou scaua ssrs eveur _ .... . . ... . . .... ...
T� Y�[Ov/0 T'YW /M ] ...
... _ .._ _. .... _.
Y T� T. . .._._
- _ __ ._ . .._ . ._.. __._.
r 425'
... . . ... _._ ._..
Y ���TOP NUiH 6ECT.91151 ]I5/i49 = 48
.__ ._._ ... . . ... .._.. .... ._..
I( 0 69
.... .. ... .... .... ....
0 iI0,4 (SECi 4i51
.... .. . ___ .__.
_..
tl= �4.9 ISELi 4] 51
¢o�sracieo eemce scclm��
q ]6d5 ICOISiRCiE� �F-0GE SECTI011
_... ...... ..... ...... .....
Y 9B(9429/]]04Y"04.9l36i51 J.4'
..._ ...... __._._ ... . ____.... .. ..__..
Y. 3.9'-9R 0.�'SAY00'
sirc onrn
trcr.c�a � 352 50 l: 5 9 USGS OUA� UAP XAYPH BAL� .
R.m¢c.t LRTIE TE1:,t,E55EE ,,, m ccte� A_OUIiRYiS XOWS
S�rem [bs:Iflw�1[n IAeI� a: irwL F'y� WcHY Yat[:. etcJFS I Tf �___ ___
pom m[.'st:q v..m�va. �SPAN a 20'-6' TiPOEfl fL00R O:l TIVBEfl JOISiS
. ...... ..... . ........
E.9T5: I��BER GPS H/ irv9Efl POSiS 6 SLLS vo�e�.a> cgen'rq ,103 SG
.. . . _ _ _._. . .__.._
oeb:s Fatmflc Lo�...'�._V Nrafe .__ Mq1.._..
�am <n strwwres u� u�a oam streo� U?STRE4 A 89AGE:6P )GE 550321 1825' 6' TI �. R00� _
_Ql i _8EA45 _ _ __ ___ _ __
_- _ .____ _.......__ _ ___..
UOM15TftE4�I: BP�OGE SSOPB ISPAN o 20'-6' TI^BEN FLOOR ON TIVBEF JCISTS
pe�•y� [mnci cea. _ZZSB.9 125YR EVENi AT SECilO:l 4594.]451
ecga s�af n 60\E ._.... .._._. P���a o� pe�orca N/A
___.._._. ._..__._.
wr.o's<n_s .II/A.._..... .___._._c.f.. oate II/A __________ tre�rwxn� II/A
F's1uMr1 ibo� Y�/c.n-.�Ilwe
-'arce PetlM ot
Cate... . . Eev.. ...... Es1.f�N .. .. ......... . . ................ fmJpCSa .
PerlcO ol
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�a\e... .�av. Est �rea „yy��e PR'bG oi
. ...... _ .. . __ Iau� ?ryJa._
__._._. .__.._ _ -_'_
n's�orkeiscuv b�o. � eenerd Y.OLE........ e<�x<ouo�.KOVE.........._..._�ocd.I:U:c-._...__.._.
IIPoI iR01[C➢
[h MSk4e..�:��........ Y.vice.......�!�,E,Y .............. I:xe�yfa�erC�r. 2250.9
ewsi�SG "Ub6E�'"'-
u...iM= n i�aft O.n.O!2._,__ p�..�i0;0$5__ p�y�� oa 0:09._ �..r<n _GIjO_fiElO_ PECON,__
nM�u�.cr w s��
vhoa siwy i s�aws LI4qTE� �EiA1 STWY 414Y 9 2009 er¢a [sts y+zm YES
rm rt��.� r-..nt x w+. �.�<A� -�t
�<a s�w� ru>no'�zr+ssa.!150_ �_�_s.� x.s [,e � Area 235B.Bi p 2258,80
�ESG'1 �ATA ELEVAIIQI AT SEGTI01 C549.195 W45)
USLS SiH AV FLOM - OfPLICAIIQI OF VEiHppS iM4 \CR I)
xyccop'wv uaa _..__ F1M1a,eL F£GflE551,1 P£U01 __ ,
x�a-c�•c ce yi u �noa.11EC flAS 410 PoPLARCOVECfl PNJ SECiIO l 9599 395
. . .. . .. . . . _ . ...
n.v
n>oes c.ew�.e �r.a o ra w�eo., � E�i�n-iea ro.r o ve,x:y
x�i
5 YR. 500 2355.1 0 B I 2 81
IO TP 1W 22561 Iq JI il _�._
25 Yfl. IC00 225i 2 13 2 5_ � B 3
100 Yfl._. H00 _�_ 225886._.. IB 22 ._ , 62 __
500 TR. 1900 22592 13 13 8.9
Ro�cr. � O�urru� erovW:a e c rr �.5.[�0 �89 ... �.v �s.eav. �949
eu�aue ua�M�v<«iry mee W 103 .. A cq mc`em v tlr 4`ea•pa �3 ._.._..
Co-puleA Sc ar fnrvrtl 11/A ...� Hm 0 N/A
_._
ts a n.�oCrv/ Fe�i=l.. PeM eai YES F�OA iYPE I __. __�
... .. ...... ......
0RIIIGF. SURVEY & HY�FAULIC OESIGN REPORT �'�I/°
I�C.CFiA¢l1ENI (Y iR�MP�lIiAiLN
w [v xxu�s
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N'P4FIllhG
o m. r.o SF 550243_._. v�olr.+ r.a...lI6PAi.F 29 ._......_ aol. smncn I2 22.1] -L-
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n: Pno-�-^ 29'-10'CLEAR ROAOXAT lP'OOi TO 011il .ko� 9(r
o: "m.:a �mm ar a«,c.ai .. _ . ......_. ........ ......._._._.._.
`✓': fl¢con-�E Locatlm Is Ilh.Of Lb�N St�em (�[m Ev�at4q C`nss�^J....!:T ................................
d LRAlIXLC! SDUiHEFN BJ
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