20140089 Ver 1_Application_20140127

Corps Si�bmittal Cover Sheet
Please provide the follo���ing info:
1. Yroject Name Bridge 115 on SR 1104 (Mulberrv Road)
2. Name of Property Owner/Applicant: NC Department of Tiansportation
3. Name of Consultant/Agent: N/A
'Agent autliorization needs �0 6e auached.
4. Related/Pievious Action ID nuuiber(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Dillard, GA
8. County: Macon
9. Lat: 34.99964° N Long: 83.43386 ° W (Approx Project Center)
]0. Quadrangle Name: Dillard (35083-II4-TF-024)
11. Waterway: Barkcrs Creek (Class C'I'r)
12. Waterslied: Little Teunessee River (06010202)
13. Requested Action:
X Nationwide Permit # 3
General Permit #
_ Jurisdictional Determivation Request
Pre-Application Request
"I'he following informalion will be compleled by Corps oftice:
AID:
Prepare Pile Folder Assign m�mber in ORM Begiu Date
Authorization: Section 10 Section 404
Project Descriptioi�/ Nature of Activity/ Project Purpose:
Site/Waters N�me:
Ke}�words:

PAT MCCRORI'
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STATG OF NORTH CAROLINA
DEPART`MENT OF TRANSPORTATION
1811UePy 2%, 2�14
Ms. Lori Beckw�itl�, NCDOT Regulatoiy Project Manager
U. S. Army Corps of Engiiieers
I51 Pattou Avenue, Room 208
Asl�eville, NC 28801-2714
ANTHONY J. TATr\
Sr.cnr.rnar
Subject: Nationwide 3 Permit Application
Replace Bridge No. 115 on SR 1104 (MulUeriy Road) ovei• Barkers Creek
Macon County
WBS �leuient No. 17BP.14.R.69 (DWR Minor Permit P'ee �240)
De�r Ms. Beckwith:
The North C�rolina Depai�tmeut of Travsportation (NCDOT) is proposing to replace the su�ject
bridge. The existing bridge is a 20.5' L x 20.0' W si�igle spin timber Uridge. The new bridge will
be a 50' L x 27' W cored slab structure on a 120 degree skew. The new bridge a�id approaclies
will be on new location approximatel}� 58 feet downstream of tlie e�istiug bridge. Trlffic �vill be
mlint�ined on the esisting Uridge during construction. Tl�e old bridge aud approaches will Ue
removed once Clie new bridge is operational.
I am enclosing a PCN application, Rapanos Jurisdictioual form, SHPO forins, plan sheets
showing the proposed work, a marked county uiap, a USGS quad map aiid pl�otograpl�s.
The U.S. Fish and Wildlife Service (USFWS) County Lists for Macon County, Nordi Caroliva
aud Rabun County, Georgia and tlie North Carolina Nalural Heritage Database were cl�ecked for
records of thre�tened and endaugered species. The USFWS lists 57 species for Macon Cowity
that l�ave federal stltus.
The species in the d�tlb�se include the sicklefiu redl�orse (Aloxostomn s�.2), 1 c�ndidlte species
for listing, and the bog hii•tle (Glypieinys nriililenbergii), which is listed as threatened diie to
similarit}� of appearance to tlie listed northern bog hu•tle. Seven species, Carolina northern flying
squirrel (Glm�conrys sabrintrs colorafu.$), spotfin chuU (Erinron�u� nronnclras), Appalacl�ian
elktoe (Alasmido�rta raveneliana), littlewing pearlymnssel (Pegins fnbidn), small wl�orled
pogonia (Isoiric� nredeoloide.c), Virginia spiraea (Spiraecr virgn�icu�n) and rock gnome lichen
(Gym�aocfermn li�rem•e), are listed as eitl�er tlu�eatened or endangered. Additionally, the U.S. Fisli
and Wildlife Service considers Macon Coiinry ro have potential for tlie L�diaua bat (dl��olis
I'oiirtccnlh Division OOice
'I'elephone: (823) 58G2141 253 1Vebsfer Ro��d, Syh�n, North Carolina 23779 P'ae: (828) SR6-4043

Bridge No. 115 — Macon County Page 2 .iauuary 27, 2014
so�lnlis). The bald e�gle (Hrdineeilrs leucoce�hnlus), which is protected under the Bald aud
Golden Eaglc Yrotectiai Act, is known fi•om Macon Coiinry.
The Little Teimessec River from the backwaters of Fontana Lake to the Georgia-Noi th Cacolina
Iine is designated as critical habitat Howeve�, tl�ere are no records listed iu the database for the
reach of the Little "I'emiessce River upstream of Lake Emoiy Dam.
Tl�e USFWS lists four tlu•eatened or endaugei•ed species for Rabun Counry, Georgia. The listed
species are the Indiana bat, persistent trillium (TrrAiiun persistens), tlie small whocled pogonia
and s���amp pink (Helonins badlnln). Additioually, the bog turtle is known from Rabun County.
The Georgia Department of Nafiral Resources' Georgia Rare Species and Conuuuniry Data were
consulted to determine if auy of these species might be within the area of concern for the bridge
proj ect.
There are uo kno��vn records of threateued or eudaugered species witliin a five mile radius of the
project for North Carolina. Alt�ough exact locations and distances are uot known, the bog turtle
and the small whorled pogonia inay occur �vitliin the five mile radius within the State of Georgi�.
The Appalachian clktoe, tl�e spotfiu chub and the littlewing pearlymussel are species that are
restricted in the Little Temiessee River to tlie reTCl� downstreaui of Lake Euiory Dam, which acts
as an eflective b�ri ier to die movement of these species into the upper waterslied of tlie Little
Temiessee River. Additionally, Barkers Creek is too small and lacks the habitat characteristic of
these species.
The general landscape consists primaiily of closed cauopy deciduous foresL The habitat at tl�e
bridge site has been disturUed Uy the road corridor and single flmil}� residences �nd private
driveways. There is a large grassed field on die west side of the project. The riparian area is
narro�a� at the new bridge aud is couiposed of a fe�v scattered deciduous trees along die top of
streambanks.
The Carolina uortheru flyiug squirrel and the rock gnane liclieu Tre species tliat are typically
found at high elevations. The rock gnome lichen is known to occi�r at lo«�er elevations on
vertical rock surflces in deep rivcr gorges where there is l�igli humic(ity and other appropriate
habitat conditions exist. The elevation at the project site is approYimately 2440 �vithiu a streaui
valley with relatively geutle terrain. Vertical rock subsh•ate is lacking in the vicinit�� of the
bridge. HaUitat is lacking for the Carolina noi�tl�ern flying squirrel aud tlie rock guome licheu.
Wetlands are lackiug at the project site; tlierefore, there is no l�abitat to support tlie bog turde or
swamp pink.
Virgiuia spiraea is typically found along relatively high gradient rivers that are larger than
Barkers Ci•eek. Tlie streams are prone to scouring, which favois the Virginia spiraea. I-Iabitat �t
tliis site is not characteristic of this species.
The small whorled pogonia generally occurs iu open, dty, deciduous woods with acid soil
according to tlie U.S. Fish ancl Wildlife Service. However, it is also known to occur in a variety

Bridge No. 115 — M1cou County Page 3 Janua�}� 27, 2014
of h�bitats in North Carolina, including along stre�uis. "1'he forested riparian habitat to be
affected consists of a single line ol trees along the sh�eambanks. Therefore, the slu�i�bby
timdergrowth is relatively thick, which is uot characteristic of the small whorled pogouia.
The USFWS consideis Macon County, North Carolina and Rabun County, Georgia to Ue Indiaua
bat couuties. Some hees potentially suitable Y'or b�t roosts will necd to bc removed to complete
this pioject To avoid direct effects on Tndiana b�t niaternal roost sites, any trees that reqiiire
remov�l �vill be removed during winter months priar to April 15. The indirect effects of the
removal of a fe�v tiees at tlie bridge site ��voiild be considered insignificant in the overall forested
landsc�pe of Macon and Rabun cowities. B�ts �re lu�own to use some bridges for roosting.
However, the olcl bridge is a low timber shucture and lacks the joints and thermal characteristies
of bridges rypieally used by bats. In addition, no staining or guano ��vas observed on or under the
Uridge during the field scoping process.
Habitat at the project site appears to be lacking for tlireateued aud endangered species a�id the
bald eagle. No lln•eatened and eudangered species were observed during the iield scoping
process. Due to the limited scope of the project �nd tlie BMPs used during construction, tltere
sliould be no significent eflecl on �he desi�iated critical habitat of the spotfin clmb. For tliese
reasons and those discussed above, we recommend a"no effect" determivation for tlireatened
and endangered species escept the Indiaua U�t. Due to the removal of potential roost trees duriug
��vinter, we recommend a determination of "ma,y affeet iiot lilzely to adversely aifect"
detemiivation for the Indiaiia bat.
This project was review�ed by NCDOT's HumTn Em�iraiment Unit in 2012 and 2013 for
potential affects to historical architecmre and archaeology. Tt was detennined that no smvey was
required for l�istorical arcl�itechire. A survey was conducted for arcl�aeology with a
deteruiination of no effect (see attached SHPO forms).
NCDOT best management practices will be iised to miuimize and control erosion aud
sedimentation on this project. The construction foreman will review all erosion control measures
daily to ensure erosion au<( sedimentation are Ueing controlled effectively. If the devices are not
functioning as inteuded, they will be replaced invnediately witli better devices.
Impacts to Waters of the Uuited St�tes
Barkers Creek (DWR Class: C Tr) is slio�vn on flie USGS topographic map as a peremiial stre�m.
Thc cl�amiel is �vell defiued with 1 substrate of boulders, cobUle, gravel, �ud saud/silt aud is
approsiinately 10 feet wide. The sh•eam has sofficient flo��v to support fish and otl�er aquatic life.
Barkers Creek flows approaimately 5.6 miles to tlie Little Tcimessee River. Tlie Little Temiessee
River meets tlie definition of a Traditional NavigaUle Water. For these reasons, we believe
Barkers Creek is a Relatively Permanent Water and is uuder tlie jurisdiction of the U.S. Army
Corps of Engineers. In order to constract tl�e project, it will be necessa�y to iuipact waters of the
United Stales iii tlie Little Teiwessee River B�sin (HUC 06010202). Specific�lly, NCDOT is
requestu�g to replace Bridge No. 1 LS with a cored slab bridge on new location. Listed below is a
sunmiary of tlie proposed impacts.

Bridge No. 1 I S— Macou County Page 4
Januairy 27, 2014
Site No. �iisting Condition Proposed Conditim� Net
Im �acts
20.5' L s 20.0' W Single Span 50' L x 27' W x 21" D Single
Site I Timber Bridge Sp�n Cored Slab Bridge �
Natural Streambanks and E�cavate aud slope streambaiilcs
Site IA and place riprap baiilc stabilization 40'
Riparian Area
under new bridge
Reuiove old bridge aud end bents,
Site 2 TimUer Bridge �nd Road Fill escavate road lill, slope b�uks 20'
aud place riprap bank stabilization
Site 2A Free flowiug stream Lnpervious Dikes and Flow 100'
Diversion
Total Pcrmanent Stream Impact - I3ridge
Total Perm�nent Sh•eam Imp�ct for Banlc Stabilizatiou
Tempm•a�y Stream Impaet for Iu�pei�vious llikes and Flow Diversion
Permits Requested
0'
60'
100'
NCDOT is hereby requesting authorizatiai under Section 404 of the Cleau Water Act to proceed
w�ith the construction project outliued above. By copy of this ]etter, I am iskiug Ms. Marla
Ch�mbers, Western NCDOT Review Coordinator, of the North Carolina Wildlife Resources
Commission (NCWRC) to comu�ent directly to yott concerni��g the 404 Nationwide Permit
request.
I am also requesting authorization uuder Sectiou 401 of the Clean Water Act li•om the North
Carolina Department of Enviramient and Nltural Resources (D�NR), Division of Water
Resoui•ces (DWR). In addition, I aui askiug Ms. Cha�nUers and Mr. Ben DeWit, Roadside
Enviromnental Field OperTtions E�igineer (NCDOT), to comment directly to me concerning this
permil request.
If you l�ave any questions or need additional information, plcase contact ine at [phone] or
Mr. Josh De}�tai, PE, at [phone]. Your early review and consideration �vill be greatly
appreciated.
Sincerely, , �
��?// I
/�v�F/✓�`<J . %✓r�t�zy-�
Mark S. Davis
Division 14 Environuiental Supervisor

Bridge No. 115 — Macai Cowity Page 5 Jauuaiy 27, 2014
�uclosures
cc: Ms. Amy Chapmau, Division of Water Resources — DENR, Raleigh
Mr. Kevin Barnett, Division of Water Resources — DENR, Asheville
Mr. Jason Mays, Biologist, US Pish ancl Wildlife Service, Asheville
Ms. Marla ChamUers, Western NCDOT Review Coordinator, NCWRC, Ablemarle
Mr. Josh De}�ton, PE, Division 14 Bridge Mauagemeiit Engineer, NCDOT, Birysou City
Mr. Ben DeWit, EI, Roadside Eirviromneutal Field Operations Enguieer, NCDOT

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O(fice Use Only:
Corps action ID no.
DWR project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from lhe
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: NW 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by lhe Corps? � Yes ❑No
1d. Type(s) of approval sought from the DWR (check all that apply):
� 401 Water Quality Certi(icafion — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Aulhorization
1e. Is this nolification solely for the record For the record only for DWR 401 For the record only for Corps Permit:
because wrilten approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceplance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No
below.
1h. 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. 115 on SR 1104 (Mulberry Road) over Barkers Creek
2b. Counly: Macon
2c. Nearest municipality / town: Olto, NC
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 176P.14.R69
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: Norlh Carolina Departrnent of Transportation
3b. Deed 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.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: [e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude: 34.99964 Longitude: -83.43386
1c. Properly size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (slream, river, etc.) to Barkers Creek
proposed project:
2b. Water Qualiry Classification of nearest receiving water: DWR Class: C, Tr
2c. River basin: Litlle Tennessee River (HUC 06010202)
3. Project Description
3a. Describe the existing conditions on the site and the general land use in lhe vicinily of lhe project at the time of this
application:
The landscape is primarily conliguous deciduous forest. The immediate vicinily is deciduous forest interrupted by lhe
State Road, private roads, residences and a field.
3b. List the total estimaled acreage of all existing wetlands on the property:
N/A
3c. List lhe total estimated linear feet of all exisling streams (intermittent and perennial) on the property:
N/A
3d. Explain lhe purpose of the proposed project:
To replace fhe exisling substandard bridge with a 57' L x 27' W cored slab bridge
3e. Describe the overall project in detail, including the type of equipment to be used:
The traffic will be maintained on the existing bridge. Erosion and sedimentation measures will be installed. The new
bridge will be built approximately 57 feet downstream of the exisling bridge and lhe new bridge approaches will be
conslructed. Traffic will be shifted to the new section of road and bridge and the old bridge will be removed, the
slreambanks sloped and riprapped. Water will be diverted prior to removal of end bents and bank work. Track hoes,
dump trucks, bulldozers, cranes, water pumps, sandbags, diversion pipe and various hand tools will be used to
accomplish the work.
4. Jurisdictional Determinations
4a: Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown
project (including all prior phases) in lhe past?
Comments: N/A
4b. If the Corps made the jurisdictional determinalion, what lype � preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Olher: N/A
4d. If yes, list the dates of lhe Corps jurisdictional determinalions or State detenninations and altach documenlalion.
N/A
5. Project History
5a. Have pennils or certifications been requested or oblained for � yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help fle" inslructions.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which seclions were completed below for your project (check all lhat apply):
❑ Wetlands � Slreams - tribularies ❑ Buffers
❑ Open Waters ❑ Pond Construclion
2. Wetland Impacts
If lhere are wetland impacts proposed on the site, then complete lhis question for each welland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P❑ T N/A N/A � Nos ❑ DWR N/A
W2 � P� T ❑ Yes ❑ Corps
❑ No ❑ DWR
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWR
W4 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWR
W5 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWR
W6 ❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWR
2g. Total wetland impacts N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intennittent slream impacts (including temporary impacts) proposed on the site, then complete this
question for all siream sites impacted.
3 a. 3 b. 3 c. 3 d. 3 e. 3 f. 39
Siream impact Type of impact Slream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 slream length
Permanent (P) or intermiltent DWR — non-404, width (linear
Temporary (T) (INT)? olher) (feet) feet)
S1 � P❑ T New Single Span garkers Creek � PER � Corps 10 0
Cored Slab Bridge ❑ INT � DWR
S1A � P Q T Slope & Stabilize garkers Creek � PER � Corps 10 40
Slreambanks ❑ INT � DWR
Remove Old Bridge, � pER � Corps
S2 � P❑ T Slope & Stabilize Barkers Creek � INT � DWR 10 20
Streamanks
S2A ❑ P� T Flow Diversion Barkers Creek � PER � Corps � 0 100
❑ INT � DWR
S3 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWR
S4 ❑ P � T ❑ PER ❑ Corps
❑ INT ❑ DWR
3h. Total Permanent Sh�eam nnU Tributary Impacts for 13ri�ge �'
Totnl Permnnent Stream Impnet for Bridge Removal, Esenvation nnd Riprnp Q�ulc Stabiliz�tiou 60'
Totnl Tempm•nry Stre�m Imp�ct fm� Impervious Dil<e and �lo�v lliversion 100'
3i. Comments:
rage o or i i
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, lhe Atlantic Ocean, or any olher open water of
the U.S. then individuall list all o en water im acls below.
4a. 4b. 4c. 4d. 4e.
Open waler Name of waterbody
impact number — (if applicable) Type of impact Waterbody lype Area of impact (acres)
Permanent (P) or
Tem ora T
01 ❑ P � T N/A N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts N/A
4g. Comments: N/A
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Slream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
nuinber pond Floode
d Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
Sf. Total N/A N/A N/A N/A N/A N/A N/A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N/A
5j. Size of pond walershed (acres): N/A
5k. Method of construction: N/A
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complele lhe chart below. If yes, lhen individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST till out Section D of lhis form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Olher:
Project is in which protected basin? N/A ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem orar T im act re uired?
B1 ❑ P � T N/A N/A ❑ Nos N/A N/A
B2 ❑POT ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts N/A N/A
6i. Comments: N/A
Page 6 of 11

D. Impact Justification and Mitiyation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The bridge is being replaced with another spanning structure. The bridge was designed to meet the hydraulic
conveyance of fhe site. The bridge will be wider than the existing bridge; therefore, it will have greater hydraulic capacity
through the opening.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through conslruction techniques.
In stream work will be performed in the dry using an impervious dike and flow diversion. Appropriate BMPs according to
the approved erosion and sedimentation control plan will be inslalled on lhe project prior to land disturbance.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigalion for ❑Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWR ❑Corps
❑ Mitigation bank
2c. If yes, which mitigalion option will be used for this
project? ❑ Payment lo in-lieu fee program (EEP)
❑ Permittee Responsible Miligation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (altach receipl and lelter) Type N/A Quanlily N/A
3a Commenls:
4. Complete if Makin� a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4a If using stream mitigation, stream temperature: ❑ warm ❑ cool � cold
4d. Buffer miligation requested (DWQ only): N/A square feet
4e. Riparian wetland miligation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland miligation requested: N/A acres
4h. Comments:
5. Complete if Usinc� a Permittee Responsible Mitigation Plan
5a. If using a permiltee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWR
6a. Will the project result in an impact within a protected riparian buHer that requires ❑ Yes � No
buffer mitigalion?
6b. If yes, lhen identify lhe square feet of impact to each zone of lhe riparian buffer that requires mitigation. Calculale lhe
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigalion
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Calawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer miligation is required, discuss what type of mitigation is proposed (e.g., payment to privale 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

E. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of lhe NC Riparian Buffer Protection Rules?
1b. 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 percenl imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stonnwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Project is Covered by Individual NPDES Permit No. NCS000250.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWR Stormwater Program
� DWR 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
❑ Other.
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
altached?
4. DWR 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 lhe approved Stormwater Management Plan wilh proof of approval been
altached? ❑ Yes ❑ No
5. DWR 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submitlal requirements been met? ❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10. 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWR Requirement)
1 a. Does the 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 the above, does the project require preparation of an
environmenlal document pursuant to lhe requiremenls of ihe National or State ❑ Yes � No
(Norih Carolina) Environmental Policy Act (NEPA/SEPA)?
1 a If you answered "yes" lo lhe above, has the document review been finalized by the
State Clearing House? (If so, altach a copy of the NEPA or SEPA final approval
lelter.) ❑ Yes ❑ No
Comments: N/A
2. Violations (DWR Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an a(ter-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanalion of the violation(s): N/A
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitalive cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narralive descriplion.
This is a rural secondary road. The bridge is being upgraded to standard load limils and widlh. The bridge upgrade is not
anticipated to have any significant impact on development in the surrounding area.
4. Sewaye Disposal (DWR Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of lhe subject facility.
N/A
5. Endangered Species and Designated Critical Habi[at (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate lhe USFWS Field Office you have contacted.
� Asheville
Sd. What data sources did you use to determine whelher your site would impact Endangered Species or Designated Crilical
Habilal?
US Fish and Wildlife Service County Lists for Macon County, NC and Rabun County, GA, North Carolina Natural Heritage
Database and field scoping site visit.
Page 10 of 11

6. Essential Fish Habitat (Corps Requirement)
6a. Will lhis project occur in or near an area designated as essenlial fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essenlial Fish Habitat?
N/A—There are no marine or estuarine communilies wilhin the Blue Ridge Physiographic Province.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that lhe slate, federal or tribal
govemments have designated as having historic or cultural preservalion � Yes � No
slatus (e.g., Nalional Historic Trust designation or properties signi(icant in
North Carolina history and archaeology)?
7b. What data sources did you use lo determine whether your site would impact historic or archeological resources?
The project was reviewed for archeology and historical architecture by NCDOT's Human environinent unit in 2012 and
2013. It was determined that historic architecture did not require a survey. A survey was pertormed for archaeology with
a determination of "no effect" (see allached SHPO forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
8b. If yes, explain how project meets FEMA requirements: FEMA requirements were taken inlo consideration by lhe NCDOT
Hydraulics Unit during the design of the bridge.
8c. What source(s) did you use to make the floodplain determinalion? NC Floodplain Mapping Program
Mark S. Davis � � �
i , ,
Division 14 Euvironme�itel Supeivisor �% ���� /,� �� �, ,��
ApplicanUAgenPs Signature Date
AppllCanUAgenPs Printed Name (AgenPs signalure is valid only if an authorizalion leiter from the
applicant is provided.)
Page 11 of 11

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Macon County, North Carolina
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NO SURVGY I2�QUIRED TORM
PROJECT INFORMATION
Pr•oject No:
WBSNo.� l7BP.14.2.69
RA. No.
Federnl(USACE) Perrni! Required?
Cotrnty. Macon
Pi'ojecl Trncking No. (Gtlenin! UseJ
12-08-0067 �
����
SfP 1 I 7012
Docmnent.• MCC B�
Fe�n�ling: � State ❑ rea��l ��al �Ip �ci
� Yes ❑ No Permit Type: USACE and TVA
Pi•oject Descriytiat. . •
Commiss�ai+e%'
Replace Bridge No 1 I S on SR 1] 04 over @erkers'Creek
SUMMARY OP' CULTURAL It�SOURC�S REVIEW
Briefdescriplron ofrevretiv ac�ivrties, resulls ofrevietiv, nrtd conclusiats:
Review of HYO quad maps, relevant background reports, historic designations roster, and indeses was
undertakeu on August 28, 2012. Based on Uiis review, there were no existing NR, SL, LD, DE, or SS
pcoperties in the Area of Potential Lffects (APG). There are no historic properties which meet the
minimum criteria for National Register eligibility �he APE of thc project.
Bi•ref Eaplmurtion of ivhy Ihe mnilable i� for•mutron prorides a reliab/e bnsis for reasofinbly predictiitg
thn! 1lrere nre no :o�rde�rtrfred Irrsmric proyerlies rn the �1PE.
Using HPO GIS website and the Macon County GIS Tax Data website provides reliable infonnation
regarcling the structures in the APE. These comhined utilities nre cousidered valid for the purposes of
determining the likelihood of historic resources being present.
SUPPORT DOCUMP;N'I'ATION
See attached: Maps
FINDIA'G 13Y NCDOT CULTURAL 1t�SOURC�S PROTCSSIONAL
NO SURVGY REOUIRED POR HISTORIC ARCHITECTURE
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12-08-0067
NO NATIONAL R�GISTCR OP' HISTORIC PLAC�S
���. �LIGIBL� OR LIST�ll ARCHA�OLOGICAL SIT�S
/o
u`° 9�°� ' PR�S�NT OR ATI'�CT�D P'ORM
� i:��� ��,
�,� G���' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project [t is not
�� �, ,�°'/ valid for I-[istoric Arohitecture and Landscapes. You musl consult separatcly �vith H�e
Historic Architec[ure and Landscapes Group.
PROJTCT INFORNIATION
Projecl No:
Il'BS No: 17 BP14. R.69
Coimf��:
Doctrntent.
Mncou
�41 ('(3\
<�l� �a
;�1�:E�
��v C��'�
�'I��G'V��
Minimmn Critm•in Checiclist
AU602201;1
F.�l. A�� Fund'n�g: � State ❑ Federal
FederalPermilReqirired? � Yes ❑ No Peru�ilTjpe: Natiom�°ide ������o� ��
PmjeG Desce•!plion: Replace Bridge I I S on SR I 104 over Barkers Creek. The project will replace the
esisting bridge and approach road ou new location along the south side of the esisting right of way. The
Area of Potential Gffects (A.P.E.) includes an approzimately 92-meter (300-Il.) long by 15-meter (50-ft.)
wide section in the south�vest quadrant Design plans provided. Project is State-funded; Federal perinits
required; permanent easements required.
SUMMARY OF ARCHA�OLOGICAL FINllINGS
Tlie NnrUr Cnraliirn Deparhnenl of Trnnspoi7ntiair (NCDOT) ArcGneologp Group revieived
!he suGjeci prajecl nnd dete��nriiied:
/1
�
�
�
�
/1
Tliere are no National Register listed ARCHAEOLOGICAL SITES withiu the projecYs
area of potential effects.
No subsurface arch�cological investigations are required for this project.
Subsurface investigations did not reveal the presence of any archaeological resources.
Subsurface investigations did not reveal the preseuce of any archaeological resources
considered eligible for the National Register.
All identified Trchaeological sites located within the APE have been considered and all
compliance for archaeological resources �vith Section 106 of the National I Iisloric
Preseivation Act and GS L21-12(a) has beeu completed for this project.
There are no National Register F,ligible or Listed ARCHAEOLOGfCAL SITES present
or affected by this project. (At/crcli cn��� no/es or documents as needed)
..,A'O �A'd710,A'dL [(i'GlS762 EL[GlHLS 0R L/SZEU dR('HdG(J[ UG/l'd/_l'/TIIV PREtiIZA'TOIf : ffFECZED
frmn fem Alinnr �rmrspurrn�iun /'n junc m Onalfed iri ihe ZUO] Prngrvuwerlfr.l yrcemem.
Iot10

12-08-0067
73riefi/escriptiar ofrerreiv nclirrtres, resu/Is ojrerieiv, mu/ cnnc/rrsions:
'I'he original review (10/3/2012) iududed Ihe e�amination of a topographic map, an aerial photograph,
aud listi�igs of previo�isly recorded sites, previous archaeological surveys, and previous environmental
reviews at tlie OCCice of State Archaeology (OSA). Also, a visual reconnaissance of the project had been
conducted on 9/t I/2012. The topographic map (Dillard) shows the bridge is located in a wide valley �vith
level, well-drained landforms adjacent to the A.P.C. The aerial photograph showed no structures near tlie
bridge. There are no previously recorded archaeological within the A.P.E. 71�e A.P.E. has not been
previously surveyed for archaeological sites, and the A.P.E. has not been included in any environmental
reviews. The 9/1 I/2012 reconnaissance of Ihe projecl area showed that only the southwest quadraut had
archaeological potential. An archaeological survey oY'tlie southwest quadrant was recommended on
I 0/3/2012.
The southeast quadrant has a low potential for archaeological sites. The landform is a narrow strip of
dishu�bed roadside from the bridge east for 60 meteis (197 ft.). The road is a moderate slope up fi�om �he
bridge east, and Ihe soulh side of the road is a steep slope downhill to the south. Valley G�oft Road
intersects �vith SR I I Oa appro�imatel}� 30 meters (100 ft.) east of ihe bridge, and tlie land along the south
side of SR I 104 slopes down to it.
Tlie natheast qu�drant also has a lo�v potential for archaeological sites. The landform is a steep slope up
from the road to the na�th.
I'lie uorthwest quadranth has a tow potential for archaeological sites. The landform is a narrow strip of
land between SR I I04 and Barker's Creek from the bridge west for approaimately 60 meters (197 ft.),
where the creek turns to the uortli and the landforiu behveen the road and creek widens. The landform
behvaen the road and creek approximately 90 meters (295 ft.) west of the bridge has a moderate to high
potential for archaeological sites, but it is far outside of the A.P.E. C�}�stal Qeek Road is located
approsimately l00 meters (329 fi.) wesl of the bridge.
The swvey of the southwest quadrant was conducted on 11/28/2012. The landform is a level, well-
drained floodplain and has a moderate �o high poteutial for arcliaeological sites. The new bridge �vill be
located on ne�v location in this quadrant, and the A.P.E. is marked by a line of'stTkes approsimately 10-I S
meters (33-49 ft.) soutti of the road, esteuding fro�u �he bridge west for approsimately 80 meters (262 ft.).
Three shovel tests �vere excavated at a 30-meter (100-ft.) interval in the A.Y.E. (see "fable l). None of
the shovel tests contained any artifacts. The soil consisted of appro�imately 50 centimelers (20 in.) of
silty, sandy loam, and a thick Iayer o£river cobbles was encomitered in shovel tests 1 and 2. Shovel test 3
coi�tained distwbed road filL 'Che Macon County soil survey describes the soil in the southwest quadrant
as Reddies tine sanAy loam (0-3% slopes), frequently Flooded, a modera�ely well-drained soil on
floodplains along small streams.
No fmther work is recommended for this project.
SUPPORT DOCUMENTATION
See attaclied: � Map(s) ❑ Previous Survey Info
Other: aerial pl�otograpl�
Signed:
Caleb Smith
NCDOT ARCHAEOLOGIST
� Photos ❑Correspondence
8/2/2013
Date
'A'O h'AT[O,tl.-I L!(EG[S7ER FL/U/BLE UR LLS7F.'D AACHAEOLOG/GIL SIT6S FkEJ6,Vl'OH AFFGfYf D
�mn /em,VinwlYnnrpnnnrlon NruJren nxOunf fed in �hc 200J Prnyrmnnmfi� d.t'racmenr.
20f10

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Figure 2: Topographic map of the project area (USGS Dillm�d �bottom] and Pren�iss [top] L2d,000-scale mpo�raphic maps).
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Figure 3: Aerial photograph of Ihc projcct nre� sho�ving tlie A.P.E. and Ihe locations oCtlre shorel �esis.
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Figurt 4: Preliminary design pinns of Ihe bridge replacemenl.
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6af10

Table 1: Description of Shovel Tests at Bridge 1 I5.
Shovel Descriptiou
Test
1 • 0-22 cm lOYR 4/4 (dark yello�vish brown) silty loam �vith pebbles; 22-43 cm IOYR'/a (dark
yello�vish brown) silty sand loam �vith large cobbles; stopped at cobble layer
• I S m west of creek and I S m south of road
• At stake I5+50
• �allow field; level floodplain
2 • 0-29 cm I OYR 3/3 (dark brown) silty Ioam; 29-58 cm lOYR 3/6 (dark yellowish brown)
silty loam; stopped at cobble layer
• 45 m west of creek and I S m soW h of road
• At stake 14+50
• Fallo�v field; level floociplaiu
3 . Fill dirt
• 75 m west of creek and 10 m soutlieast of road
• Fallow field; level floodplain
.
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Figure 5: North�vest view of Bridge I 15.
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Figiue 7: Saith view of die uortheast quadranl.
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JnrmJ�r d finnr Trm��pmmilun Prv jcnc n� UnalfrJ In ib: 2[I0� Prngmmmoita.IFrxmm�t
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Figure 8: East view of the nortl�west quadrant.
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Pigure 9: Southeast vie�v of the southwest quadrant and the A.P.E.
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10 of 10

APPRO\'ED JURISDICTIONAL D�TER�IINATION f OR�I
U.S. Arm1' Corps of Engineers
This fonn should 6e completed by follo�ving the instructions provided in Section IV of [he ID Porm Ins�nictional Guidebook.
SECTION 1: BACICGROUND INrOR\IATION
A. RCPORT COAIPLETfON DATC POR APPROVED JURISDICTIONAL DCTER�IINATION (JD):
B. DISTRIC'I' O�RICB, rIL6 NA�IE, AND NU�IBER:
C. PRO.IECT LOCA"PION AND BACKCROUND IYFOR�IATION Bridge I15 m� SR I I04(Plulbm�ry Rond)
State: NC Counly/parish/borough: Mncon Cit��: Dillard GA
Center coordina[cs of site QaUlong in degrec dccim�l formal): LuL 3d.99964° N, Long. 83.4338G° �V.
Uni��eral Trnnsverse �4ercatoc
Nnme of nearest wate�body: Barkcrs Creek (Class C Tr)
Nnmc of neivest Tradi(ional Navigablc \Vnter (I'N�\') lnlo �vhich thc aquatic resource flows: I.it�le Tennessee River
Nnmc of watzrshed ur Hydrologic Unil Code Q IUC): 060I0202020010
� Chcck if nr�p/diagram o( reeio�v nren nnd/or polential jurisdictional areas is/arc nvnilnble upon requesl.
❑ Check ilbtlier si�es (c.g., oRsite mitigation sites, disposnl sites, ete...) nre associnted �vith this action nnd ara recordcd on a
dillercnt 1D form.
U. REVIE\VPCRI'ORRIGD�ORSITEEVALUATION(CHECI<ALL"fHATAPPLY):
� Oftice (Desk) Detcrmina�ion. Date: September 30, 2013
� Field Dc�erminntion. Dnte(s): November 30, 201 I
SECTION II: SU\Ii�IAR\' OF FIYDINGS
A. RHA SCCTION 10 DC'PERn1INATION OP' JURISDICTION.
There Are no "narignbfe irnters oJ ide U.S." �sithin Rivers anA Hnrbors Act (RI IA) lunsdic�ion (as defined by 33 CPR part 329) in the
revie�v area [Require<l�
❑VVatcrs subject lo Ihe ebb and tlo�c ot the tide.
❑\Vaters are presemly uscd, or hnve been used in the p�st, or mny be susceptible for use io transport inleislate or torcign commcrec.
Expinin:
B. C�1'A SECTIO\ 404 DCTCRNIYATION OI' JURISDICTION.
Therc Are "ivu�ers ojUie U.S." «�ilhin Clenn \Vnter Acl (CNA)jurisdiction (ns dcfined by 33 CFR par� 32R) in Ure ravie�v area. [RerpiiredJ
1. �Vntcrs of tlie U.S,
n. Indicate presence of wnters of U.S. in review nren (ched< nll thnt nppl��): �
❑ 'C�R�s, including territorial seas
❑ VVeUmids ndlacent to TN\Vs
� Relntivel}' permm�ent �va�crs' (RP\Vs) �hal flo��� directly or indirectly into TN\Vs
❑ Non-RPR's thal flo�v directly or indirectly into TN1Vs
❑ AVetlnnds directly abuuing RPlA's thnt Flo�v directly or indirec�ly into T1VR's
❑ \Ve�lands adjacznt �0 6W not directly ubuuing RPWs that tlow dircctly or indirectly into "fN\Vs
❑ 1Vetlands adjacent to non-RPAA's thtrt Flo��� directly or indirectly into �NVVs
❑ Impoundmcnts of I��risdiclional �t�a�e�s
❑ Isolated (inters�ate or inlras�atc) �vn�crs, including isolated wetlands
b. Identify (estimnte) size of �vnters of the U.S. in the review nren:
Non-�cetland �eaters: 250 linwr feel: IO widlh (ft) nnd/or neres.
\Vctlnnds: ncres.
c Limits (boimdnries) ofjm�isdiction based on: Esf�blished by OHN'�I:
Elevation ol eslablished OI-IAVM (if kno�vn): .
2. Non-regulnted�rntersA��etlnnds(checl<ifnpplicnble):''
❑ Potentiallyjurisdictionnl waters and/or �vetlands �ecre nssessed within Ihe revie�v area and deteunincd �o be no[jurisdic�ionnl.
Explain:
� Boxcs checked below shall be suppoticd by completing �he approp�ialc sec�ions in Section III 6elo�c.
' Por purposes ot �his fonn, nn RPN is defined ns n tri6ulaq� Uiat is no� n"I NlV nnA �hnt �ypically Flows yeao-round or has conlinuous Oow a1 least "seesonnlly"
(e.g., t}'pically 3 monfhs).
' SupportinL documenlalion is presenled in Section III.P.

SEC7'ION III: C�1'A ANALYSIS
A. TN�Vs AND �VETLANDS ADJACENT 7'O TN\Vs
Thc ngencies �rill nssert jw�isdiction over TN�Vs nnd wetinnds ndjncent to TNR's. If the nquntic resow�cc is n TN\V, complete
Section III.A.I and Sec�ion III.D.1. onl}; if the nquntic resource is n wetlnnd ndjacent ta n TN\Y, complcte Sections III.A.1 nnd 2
nnd Section III.D.1.; atherwise, sce Section III.6 below.
I. TNR'
Identitj• TNVV:
Sununarize rationale supporting dctcnninntion:
2. �VetlnnAndjnccntto'I'MV
Summarizc rntionnle supporting conclusion thn[ ���etland is "adjacent°:
B. CIIAIL�CTERISTICS Or TRIQU"I'.\RY (THAT IS NOT A'I'N\1') AND ITS ADJACENT R'CTI.ANDS (If ANl'):
This section summnrizes infm�mntion regm�ding chnrneteristics of tlie tributnry nnd its ndjncent wetlands, iPany, and it helps
determinc whctlier m' no[ the simidnrds for jw�isdirtion estnblished midcr Rap.vios hare been met.
The ngencies will nsser[jm�isdiction over non-nnvignble tributnries of TY\Vs �rhere tlie tributnries nre "relatively permnnent
wnters" (RPAA's), i.e. tributnries ihnt typicnll,y tlow yenr-iround or hm�e continuous flo�r nt least sensonally (e.g., typicnlly 3
mmitl�s). A�retinnd thnt directly nbuts an RPR' is nlsojurisdictional. 1(the nquntic resource is not n TM1', but hns yenraround
(perennial) (lo�r, sleip to Section III.D.2. If the aquntic resource is a�retland directly nbutting n iributnry wi�h perennial flow,
sl<ip to Section III.DA.
A���etlnnd thnf is ndjncent to but tl�at does not directly �but nn RPN requires a significnnt nezus crnlunfion. Corps districts nnd
EPA regions will include in tlie record nny m�nilnble informntion tl�nt documents the eaistence of a signilicant nesus behvecn a
relntivcly permnnent tributnr>' ihnt is not perenninl (and its nAjncent weflands if nny) and n trnditionnl nnvignble wntcr, cven
though a signilicant nesus finding is not required ns m m�fter of Inw.
If tl�e wnterbody' is �mt nn RPVA', m� n wetland directly nbutting nn RP�V, a dD will require additionnl datn to determine if tl�e
wnterbocly hss n significnnt nexus with n TN�V. IPfhe h�ibutnr,y� has adjacent wetinnds, the significnnt necus evaluation musf
consider the h�ibufnry in combinalion with nll of its adjncent �retlnnds. This significnnt nexus evnluotion that combines, Por
nunlyficnl pw�poses, tl�e tribidmy nnd nll of its adjncent wetlnnds is used wheH�er the revie�r nrea identified in the JD request is
the h�ibutary, m� its ndjncent weHsnds, or both. If the JD eovers a U-ibutnry with ndjncent �vetlands, coroplete Section III.B.1 for
the h�ibutnry, Section III.6.2 for miy onsite �retlands, nnd Section III.B.3 Cor nll wetlnnds adjaeent to tlint iributm�y, both onsite
nnd of(site. The determinntion whetl�er � significnnt nezus ezists is determined in Secfion III.0 below.
L Chm�nc[cristics of non-TN�Vs fhnt ilo�r directly m� indirectly into T��\'
(i) Cenernl Aren Conditions:
\V�(crshed size: Pick Lisl
Drninnge nm�: Pick List
Avera�e annual raintnll: inches
Avemge annunl sno�cfnll: inches
(ii) Physical Chnrncfcristics:
(a) Relationship �viih'I�NVV:
❑ Tribu�nry flo�vs directly into "ITVV.
❑ Tributaq� �lo�rs �hroueh Pick List tributaries before entering "IN\V.
Project �vatcrs nre Picl< List river milcs from'fNIV.
Project �vaters tve Piek List rivcr miles from RPN.
Project ���aters are Pick List aerial (straigh�) milcs t}om �T\V.
Roject �vaters nre Pick List aerial (straighQ miles from RPAV.
Project a�aters cross or serve as smte boundaries. E�plain: .
IdenliC}' (lo��� route l0 7`NVV`: .
'I'rihulaq� stream ordcr, if known:
' No�z Ihnt �he Inslnictional Guidebook contains adJitional inComia[ion regarding s�cales, ditches, washes, mid emsionnl fen�ures generall}• anJ in Ihe arid
Nesl.
' Flo�r emi�e can be Jeu�ibed by idzn[iC}•ing, e.g., tribulaq� a, �chich tlo�rs �hrough lhe �eriew ama, to Ilo�c inlo tributnq� b. �chich Ihen �oxs iNO TN\5'.

(b) Ceneell TribW�ry Characteristics (check all that aooh�l'
Tributnr}' is: ❑ Na[ural
❑ Artificial (man-mndc). Hsplain: .
❑ A�Innipulated (mnn-nllered). Explain:
Tribut�ry properties �vith respcet �o top otbank (estima�e):
Average �eidth: feet
Averagc depth: leel
Avcrnge side slopes: Pick Lisf.
Priumry tribulaq� substrate composition (eheck all tliat apply):
❑ Sills ❑ Sands ❑ Concrete
❑ Cobblcs ❑ Gravel ❑ n4uck
❑ Bedrock ❑ Vegetation. 'fype/%cover.
❑ Othcc Esplain: .
Tributnq� conditioiJs�abiliq• [e.g., highly eroding, sloughing banks]. Explain:
Przsence of rw�/citile/pool complexes. Esplain: .
Tribulaq� geomctq�: Pick List
Tributary grndient (npproximnte nverage slope): %
(c) Plo�c:
Tribu�aq� providcs for: Pick List
Es�imate avernge number of flo�v events in revie�v a�re.�/yeac Piek List
Describe ilo�v regime: .
O�her inConnntion on dura�ion nnd volume: .
Surt'acc Flow is: Pick Lisf. Cht�ructeris�ics:
Subsurlacc flo�c: Pick Lisf. 8splain I7nAings:
❑ Dve (or other) tes[ performed: .
'fributaq� hns (check all Ihat apply):
❑ 13ed and banks
❑ OHR'D4� (check all indicxtors that apply):
❑ clear, natural line impmssed on thc bnnk
❑ changes in the character ot soil
❑ shclving
❑ vagetatiom m�tted do�vn, bent, or nbseni
❑ leaf lii�er dishirbed or �vnshcd away
❑ scdimcnt deposition
❑ w0ter Slaining
❑ otherQist):
❑ Discon�inuous OH\V�d.' Esplain: .
■
■
■
■
■
■
�
the prescnce of litter and dcbris
destruction of terrestri�l regetation
�he presence of �rrack line
scdiment sor�ing
scour
mulliple obscrved or predicted Ilo�c caents
�bnipt chflnge in plant communiq�
It faclors other than the OHVVbf �rere used to determine Interal e�teiil of CAVA juriseliction (chcek nll (hitl nppl}�):
❑ High Tide I.ine indicated b}': ❑ blean High lValcr bl�rk indicateA by:
❑ oil or scum linc �long shorc o6jccls ❑ surrcy to avnilable datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physieal markings/charneteristics ❑ vegetation linec/chnnges in vegetntion q�pes.
❑ lidal gnugzs
❑ otherQisl):
(iii) Chemicnl Chnrncteristics:
Chnraeterize uibutary (e.g., �vater color is clear, discolorzd, oily fihn; water qualiq; general watershed ehnructeristics, ete.).
E�plain:
Identit}� spccific pollutan�s, if knoo�n: .
`A natucnl or man-ivadc discontinuity in tlic OIL\Vh1 does not necessarily sevcr I���isdic�ion (e.g., �rliere lhz s�cenm temporarily Ilo�cs undecground, or �rhece
Ihe OI Iq�M has bezn remoced by dzvelopment or asricultuml prnclices). W liere �here is a break in the OI I1VM �h;ll is uneela�ed lo Ihe n�a�erbo�y's Oo�c
regime (e.g., (lo�c over a rock outceop or tluough a culvert), Iht a�encizs �cill louk I'o� indieators of Flo�e a6oee and belo�r tl�e break.
'Ibid.

(ir) Biological Chnracteristics. Chnnncl supports (checic nll thn� apply):
❑ Riparian corridoc Characteris�ies ([ype, arverage ���idth): .
❑ 11'etland fringe Chnructeristics: .
❑ Ila6itall'uc
❑ Federally Listed species. Gspinin lindings: .
❑ Pisli/spn�vn areas. Bxpinin findings: .
❑ O[her enviromnentnlly-sensitive species. Explain tindings .
❑ Aquatid�vildlitc divcrsih�. Esplain tindings: .
2. Charneteristics af ���etlands ndjncenf to non-TN\\' thnt Oow direcHy m� indirectly in[o TNR'
(i) Physicnl Chm�ncteris[ics:
(a) Cencml VVe�land Charnctcristics:
Properties:
\Velland sizr. ncres
\Ve�land type. E�plain: .
\Vellaud quality. Esplain: .
Projec[ �rctlnnds cross or scrve ns sta�e boundnries. Explain:
(b) Gcncral Flow Rela�ionshiv �vith Non-TN\V:
Flo�v is: Picic LisL 8�plain: .
Surfncc Flo�v is: Pick List
Chnracterislics: .
Subsurfacc Flow: Pick LisL Esplain findings:
❑ Dye (or other) �est perfonned: .
(c) AVetland Adiaeencr Detenuinntion with 1Von-T'N�V:
❑ Directly ebutting
❑ Nol direc�ly abutting
❑ Diserote �vetland hydrologic connection. 8splain:
❑ 6cological conncc�ion. Explain: .
❑ Sepnratcd by bern�/barricc 6�plain: .
(d) Pro�imih� (Relaiionship) to "CN\V
Project wetlands nrc Pick List rivcr iniles from 7'1�AV.
Project �satcr are Pick Lisf nerinl (straight) miles from T'NN.
Plo�v is t}om: Pick Lisf.
Es-timate approximnte location of �vetland as within Ihe Pick List tloodpinin.
(ii) Chemicni Charncteristics:
Ch�rncterize �vetlmid srstem (aa., wnter color is dear, brown, oil film on surface; «�nter qimliq; genecal «°a�ershed
charnc�cristics; e1cJ. 8�pinin: .
Iden�ily spccific pollWants, if kno«m: .
(iii) Uiologicnl Chnrncteristics. �Vetland supporfs (ched< sll thnt npply):
❑ Ripnrinn bufl'er. Charncteristics (q�pe, nvernge width): .
❑ Vege�n�ion q�pe/perocnt cover. Esplain: .
❑ I labilat 1'or:
❑ Pederally I,is�ed species. I;xplain findings: .
❑ fish/spa�cn areas. Gxplain tindings: .
❑ O�her environmenlnlly-sensitive species. E�plain lindings: .
❑ Aqua�ic/a�ildlife diversity. Gsplain findings: .
3, Chnrncteristics of nll wetlnnds ndjacent to the tributnry (if nny)
NI �cetlnnd(s) being considered in tlie cunmintive analysis: Pick List
Approaimntely ( ) neres in �otal are being considered in the cumulative analysis.

Cor each �+retland, specify the tollo�ving:
Dircctiv nbuts? (1'Nl Size (in acres) Direcllv abuts? (Y/Nl Sizc (in ncres)
Summarize orerull biologienl, chzmical and physical Cunetions being performed: .
C. SIGNIPICAN7' NERUS DETERDfINAT10N
A significnnt uesus nnnlysis �vill nssess the Oow chnrncteristics and functions of the tributnry itself nnd the funetions perPormed
by nnv n'etlnnds ndjacent to the tributary ta determine iPthey significantly nfCect the cl�emicnl, pliysicnl, nnd biologicnl integrit}•
of n TMV. Cor ench of the following situntions, n significnnl nesus e�ists if ihe h�ibutnr,y, in combinntion �vith all of ils ndj�cent
wctlands, hns more thnn n spcculative or insubstantinl e(Pecf on the chemicnl, physical snd/m� biologicnl integrity of n TMV.
Considerntions when evnlunting significnnt ne�us include, but nre uot limited to the rolume, durntion, aud frequcncy of the Oow
oCw�ter in the tributary and ifs prozimity Io n TMV, and the functions perfm�med by the tributnry nnd nll its adjacent
wetlnnds. It is not npproprinte to determine significnnt ne�us bnsed solely on nny specific threshold oFdistnnce (e.g. bet�veen a
tributary and its ndjacent wellnnd m� behveen n tributnry mid tlie "fN«'). Similnrly, fhe fact an ndjncent wetlnnd lies within m�
outside of n iloodplain is not solely detcrminntive of significnnt nezus.
Drn�r connections bet���een H�e fenhn�es docwuented and the e(fects on the TNR', as identified in ihe Rnpnims Guidnnce mid
discussed in tlie Instructionnl Uuidebook. Rnctors to consider include, fa� ecnmple:
• Does the tributary, in combinalion ��•ith its adjacent �vetlands (iCany), h�ve the capacity to cnrry pollulants or flood �cnters to
7`NVVs, or to reduce the amount of pollutants or flood �+�aiers reaching n'I'NlV?
• Does �he tribulaq•, in combination wilh its a�jacenl �aztlnnds (if any). provide ha6itat and lifccycle support Cunctions for fish and
other species, sueh as feeding, nesting spmcning. or renring young for species thal are present in the TNR'?
. Does the tributary, in eombinution with its ndlacent �rotlands (if any), have the cnpacity to Iransfer nutrien�s and orgnnic carbon that
support doa�ns�rcnm food�5'ebs?
. Does Ihe tributnry, in combinn�ion �eith i[s adlllcent �vetlands (if nny), hare other relntionships �o tlic ph�5icul, chemical, or
biologicnl iniegri[y of the "INR'?
Note: the nbove list of considerntions is not inclusive nnd otiier funetions obscrved m� Imown to occur shoulcl be documented
below:
I. Significnnt nezus findings (m' non-RP\V that hns no ndjncent �vetlnnds m�d flows directly or indirectly into TMVs. Esplain
findings of presenec or nbsence ol significnnt nesus belo�c. based on Ihe tributtiq� itsell; then go to Section III.D: .
2. Significnnt ne�us lindings for non-RI'\V and its �djncent wetlands, where the non-RP\V �o�rs directiy or indirectly into
TN\\'s. Explain findings of prescnce or �bsence ot significant nexus belo�v, 6nseA on Ihc tributan� in combination �vilh all of its
adjacent ��retlands, then go to Section III.D: .
3. Significnnt ne�us findings for �retinnds ndjacent to nn RP�1' but fhN do not directly nbut thc RP�S'. Expl�in tindings o(
presence or absence of s-ignifiennt nesus balow, bnsed on the tributnn� in combi�mtion �vith all ol' its adjneent ���eUands, then go to
Section llLD: .
D. DCTERD{INATIONS OP' JURISDICTIONAL RINDINGS. THE SUI3JECT �VATERS/�VETLANDS ARE (CHECI< ALL
THA'P APPLY):
I, TNR's nnd Adjncent �Vetlands. Check all tlmt npply nnd provide size estimates in revicw nrea:
❑'fNlVs: linear feet �vidth (ft), Or, neres.
❑ We�lands ndl�cent lo TNNs acres.
2. RP��'s H�nt itow directly ar indirectly into TN1Vs.
� Tributaries ofTNWs �ehere tribularies typicnlly Ilo�v yeao-round iare I����sdictional. Provide daln nnd rn[ionnle indicating Ihat
tributaq� is perennial: 6nrkers Geek is sho�rn on the USGS map as pe�enninl.
❑ Tributnries oCT[�lY where tributaries have continuous flow °seasonally'� (e.g., typically thrce months each yenr) nre
jurisdictionnl. Dntn supporling �his condusion is provided at Sce[ion I11.B. Providc rntionale indicating thnt [ributary [lows
seasminl ly: .

Pro��ide estimeles Corjurisdictional �vaters in the revie��� arca (eheek all that applp):
� Tributary �vaters: 250 line�r feet 10 widUi (ft).
❑ Other non-�vetlnnd ���nlers: acrzs.
IdeMify type(s) of��aters: .
3. Non-RPR'ss tlint ilo�v direc[ly or indirectly inta TMVs.
❑VVaterbody that is no� n TNVV or nn RPA1', but flo«�s direclly or indirectly into n T�AV, and it has n significant nexus �vi�h a
TNR' isjurisdiclional. Da�a supporting Ihis eonelusion is provided nt Section III.C.
Provide es[imntes for lurisdictional waters �vi�hin the revie��� area (check �II that �pply):
❑ Tributt�ry �va�ers: linear leet v°idth (Il).
❑ O�hzr non-�vctlnnd �vaters: acres.
Identify type(s) of �vnters: .
d. �VeUmids directly nbu�fing �n RP�V fhnt ilow directly or indirec[ly into TN\Vs.
❑ Wetlnnds' directl}� nbut RNVV and Ihus are jurisdiclionnl as ndlecent �aellands.
❑\VeUands directly nbutting an RP�V ���here IribWarics typica�lly flo�v year-round. Provide da�a nnd rationnle
indicating thnt lributaq� is perennial in Section I I ID2, above. Provide rntionnle indicating thnt �veUand is
directly nbutting an RP\V: .
❑AVetlands directly abutting an RPVV �vhere tribularies typically flo�v "se�sonnll}:" Proride data indicating �hnt tributary is
seasonal in Section III.B and rntionale in Scetion IIID2, above. Provide r�tionale indicaling thnt we�land is directly
abutting nn RPIV: .
Providc ncrenge estimates for I����s��ctionnl �aeUunds in thc review nrea: acres.
5. AA'etlnnds adjncent to but imt directiy abutting nn RP�V that flow Airectly or indirectly into TMVs.
❑VVeUands tha� do not directly abut an RPAV, but ��°hen considered in eombin�tion �ti°ith the tributaq° to �vhich they are adjaeent
and �vith similnrly situa(ed a�l�cent �rellands, have a signi�lennt nexus �cith a TNW nre jurisidiclional. Data supporting this
conclusion is providcd �t Section IILC.
Provide acreage es[imates CurjurisAictional wetlnnds in �he reriew aren: acres.
6. \Vetlnnds ndjacent to non-RP�Vs thnt ilow directly m� indirectly inro TN\1's.
❑ lVcUnnds auljacenl �o such �vaten, and hnve �vhen considered in combinalion ���i�h the tributaq� to �shich they are adacen[ nnd
o�ith similady si[ualed adacent ��-etlands, havc a significant nesus �vith n'IN1V arz jurisdictionnL Dnli� suppor�ing this
conclusion is provided nt Section [ILC.
Provide estimates Corjurisdiclional �vetlnnds in Ihc rcvie�v area: acrzs.
7. Impoundments ofjurisdictional wnters.'
As n general mle, the impoundment of a jurisdictionnl tributary renminsjurisdictional.
❑ Demonstr�te Ihat impoundmem was crcnted from "�vaters of the U.S.," or
❑ Demonstrnle �hai �cnter mee�s tl�e eritzrin for one of Ihe cntegories presented above (I-6), or
❑ Demonsua�e �ha� �snter is isolated with a nexus to commerce (see E bclow).
C. ISOLATCD �INTERSTATE OR INTRA-STATE� \VATCRS, INCLUDIYG ISOLA"1'L,D �VETLANDS, THL, USE,
DPGRADATION OR DESTRUCTION OF �VHICH COULD AFrECT INTERSTATE CODIDIERCE, INCLUDING AN1'
SUCH �VATERS (CHECI( ALL'I'HAT APPLY);�o
❑�rhich are or could be used by inters�ate or foreign travelers for recrentional or o�her purposes.
❑ from �ehieh fish or shellfish nre or could be taken nnd sold in intersta�e or foreign commerce.
❑��°hich nre or could be used for industrinl purposes by indus�ries in inLecst�te eommerce.
❑ Interstate isolated ���aten. Gxplain: .
❑ Other factors. E�plain: .
Identify wnter body nnd summnrize r�tionnle supporting determination:
"See Foolnote N 3.
' To comple�e Ihe analysis �rfer to lhe key in Sec�ion IIID.6 of Ihe Instmclionnl GuidebooA.
�" Prim� lo asserling m� declining C��'A jurisdiction hnseA solelc mi tliis c:ilegory, Corps Distriels will elernle �he aclion lo Cm�ps nnd GPA HQ for
review cmuislenl n�ith �hr prucess describrJ in Ihe Cm�ps/F,PA Nr�uornuduui Regnrding CII:i AclJurisdirfinn Follau•iug Rnpnuas.

Provide estimafes forjurisdiclional �aaters in tlic review areu (check nll that npply):
❑ "Pributary �vnters: linear (eet �ridth (ft).
❑ Other non-�vetland �vaters: acres.
Identify type(s) of waters: .
❑ VVetlands: acres.
NON-JURISUICTIONAL �VATERS, INCLUDING �1'CTLANUS (CHECIC ALL TFIAT APPLI'):
❑ If po�enlinl �vetl�nds were assessed �cifhin the revie��� area, [hese nrens did nol meet tlie criteria in the 1987 Corps of F.ngineers
Wetland Deline�tion blanual and/or nppropriafe Regionnl Supplements.
❑ Revie�c aren included isolated wti�ers �rith no subs�nntial ne�us lo inteeslale (or torcign) commerce.
❑ Prior io thc Jnn 2001 Supreme Coun dccision in `.SIf �INGC °'the rcric�v nrea ���ould have been regulaled bnscd solelv on lhe
"�-tigratory Bird Rule" (��l[3R).
❑\Va�er do not nreet �he "Signifcant Nesus" s�nndard, �vhere such a finding is rzquired for jurisdiction. Cxpinin: .
❑ Olher. (explain, if not covered above): .
Providc nerenge es�inmtes tor nonyurisdic�ional �vaters in the review area, �chere �he solc po[zn�inl bnsis of lurisdiction is the b16R
tnctors (i.e., presencc of migmtory birds, presenec of endangered species, usc of �cnter for irrieated agriculture), using best professional
judgmem (chcck nll that npply):
❑ Non-���e�lrmd �caters (i.e., rivcrs, s�reams): linear fezt �vidlh (ft).
❑ Lakcs/ponds: acres.
❑ Other non-wetlnnd �vaters: acres. Lisl typc of nquatic resource: .
❑ \Vetlands: acres.
Provide acreage es(inmtes tor nonyurisdiciional �vnters in Ihe review area Ihet do not meet Ihe "Significant Nesus" standard, ���here sudi
n finding is aquired forjurisdiction (check �II Ihnt apply):
❑ Non-���eUand �eaters (i.e., rivers, strenms): linear fee[, width (il).
❑ I.ike�/ponds: acres.
❑ Olher nm�-�retlnnd �valers: acres. Lis� [ype of aquatic resource: .
❑ \VeUnnds: acres.
SCCTIO� IV: DATA SOURCES.
A. SUPPORTINC DATA. Data revie�red for JD (eheek nll thnt npply - checked ilems shall be included in ense file ancl, �chere checked
and reques�ed, nppropriatcly reference sources belo�v):
� Mops, plans, plots or plat submiued by or on behalf of the applicnn[/consultanC .
❑ Data shccts prepnred/submitted by or on beh�lf of Ihe applicant/consultant.
❑ Office concurs aith dntn sheets/delineation report.
❑ Ofllce docs not concur �vi(h dam sheets/delinealion report.
❑ Datn shee�s prepared by tlie Corps: .
❑ Corps nnviguble �vaters' study: .
❑ U.S Geological Si�n�cy I lpdrologic Allas: .
❑ USGS NIiD dnla.
❑ USGS R and 12 digit HUC mnps.
❑ U.S. Geological Sun�ey mnp(s). Cile scale & qund nnme: .
❑ USDA Natural Resources Consen�ation Scrvice Soil Sucvey. Citation: .
❑ Na�ional ���e�lands inventoiy map(s). Cite name: .
❑ State/I.ocnl wetland inacntoq� mnp(s): .
❑ f8�4A/FIR\4 maps: .
❑ I00-year Cloodpinin F.levation is: (Na�ionnl Geodectic Vectieal Dnhim of 1929)
� Photographs: ❑ Aerial (Name & Dnte): .
or � Othcr (Nnme fi Date): Projecl Si�e September 25, 2013 and Janunq� I7, 2014
❑ Prcvious delennination(s). file no. and date of response letter: .
❑ Applicable/supportingcnsela�v: .
❑ Applicnble/supporting scientitic litcrnture: .
❑ Other infomiation (plcnse specif}�): .
I3. ADDITIONAL CO�11N ENTS TO SUPPORT JU: This ID fonn includes Ellijay Creek and an Unnamed'I'ributnrr of Ellijap Creek.
"I he two s�renms seclions �o be impne[cd nre �eilhin less Ihnn 50 feet of each other and nre similar in landscape posi�ion and rege�ntion cover.

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VICINITY MAP
STR UCTURE
DESIGN DATA
ADT (2008) = 310
ADT (2025) = 620
V = 25 MPH
FUNC CLASS =
LOCAL
SU�REGIONAL TIER
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LOCATION: BRIDGE 115 OVER BAICERS CREEIC
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TYPE OF WORK: GRADING, PAVIIVG, DRA7IVAGE C�' STRUCTURE
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LLNGTH ROADI{'AY TIP PROJECT 17IfPJV.A.69 = 0.09J Af! �a�+srasu.uu srccirraarross 6
LGNGTH STRUCTURG TIP PROJECT U6P.14.R.69 = 0.010 Af/ RIGHT OF IVAY DATG: JAMES 8. VOSO, P.E.
PRO(LCI 6\'LP'/iv
TOT9L LCNGTH TIP PROJECT llBP.I4.R.69 = OJOa bU �
LETTA'G DATE: STEVEN A. CAMPBELL P.E.
NCDOT CONTACT:
JOSHUA DEYTON, P.E. FY 2013 _ PRO�ccr oesiav c.rr.naen
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SR 1104 (MULBERRY RD.) ' �-;�� ,�,�� � , � +,� � �'- ;
� � ' 18+00 19+00 I� ���.� '�IL� I i I � i�� � r�� � I
10 00 11+00 �� � 12 �00 �73+00 14+�00 �15+00���� 76+00 ��97+00 �� ��� � � � � �� � �
� F .e.o,�. .. e crn.� : .. . _. I . i _.. �.. � . i � , e.�s sr� ..; �. . . � .e.�s� e�c4e svze.ie<cs.oz�.. _� � I' I � I � I. I I ;,`-'. I � ��.�1 �.L �i � � . ..
,41 I. ELEYAIIf�i 2�59 �l . I� �� I L
� 'f�._SP11tt5CJ.Cd . ' � 1 I ._i_y , EZS1NIf`�EIB'G2iC1 �EF� I4 ��.��' �.� � ECSPtI�'II�K.01'� � � � : ������i. :� .i� I
...... I � I _.i �i ��' II I I. �'�eE.:.��Ee�iz w sr _.....!' :� �� F� ��e;�tieseFCeNecE - � I L �
i.� . . .... ...:.. � .I . "_ _'� ... . . .I . .. ; . ...... ....... � _ � I _ 1' 'i�-�
nasa��e i�ieas�rcaRxe�� n. -f-._" . I I s�zer�zsa T_'. �, ''. i` � .._ _._
I .. .. . ., � i . � �I I�� -, ,I _. ... I ' ! I . .. � e oisr �aaso ii ,' ��� '�� T�.� i
6 -.4 _ . . . I i � �, '� DWl �
� �, � , , ; $� CRYSTAL CREEK ItD ,
2,460 i: i I i � � i � i; � � 2,460 pa 2,460
� � I� � � �� � � , � � 1 '1��1 h� � �� � � e ' , . . ..' � �; , . . . . . DW2
_ � , i , g _ �,�r�, i, _
� I � s� er i3+pgas i � f� � I i �° � � �°a > VALLEY CROFT RD:
� I � fL 2444/4' I � I � � �' : NgN� . �W
� � I � �� YC 511' � fI II i� ^ i�'. . , . �.,u h vpi 7/E 70 £Xl r o0
2,450 I _�,_ I _�_ m � ��. v�?3o�iPtr ii .,-�.i1 i lif�.; , .. � . � . , . . : 2,450 , �rri2 `vawa ro+20 +i 5 4 oN .. 2,450.
� '� � i ' - /'�3.42%i � � ' �i . � � � n , gi�L u , /1�707,�- _ � • . I. v ii `* � . .,
. I.� ._ l ,. I � . \ /` q� � . � . � .. �'. I � � / . `{�= 1 255b u�EX15IIhG GR4 I '. ly29/0/% l-1Z�(j R W N IlE TO EXl$
� OE
2,440 , �. , �,., j.. . . .-_ . . „i35oo��• ,, ��.E� 2.44275' �PROPoSED,GRdDE 2,440 , . : . . . �� � r. 2,940.
� _ - vC I00' � : � � . .� � I0+30 +/- ..
I��I � I�Tii-� i i . ., . ,, . .,. ' .', V = �NPH . . �'�. ���'�� : . �� EQD I l�iy ��_ .
j T; '' k i Pj= �a,773 --__ ;/ EXCrywe ex�srr5c ! , �aaHrar� exisriric sHaimeR �9ss;�--
2,430 � � I .r I � .4ja�� ' . -� � !,. . � r� oRai cr,r�wiro mP� ;. i _'�,,. - 1 2,430 a!D OirCN.vlOax '�i0 /tEtrarv. ', ' ' . . . 2,430 _
I!_ I �,_� �i ':�'If t fl ��I� I i .'I �KC�=��50' •� ..WITNINEXISiIIIGR/VY �.
i - I .Ji I I .�I I : f ELEI'AT10Y2471 � , . . ; - �
. . I - ,. I , - � � i "�PN . r5� sio�e rrrP� � I I � ' ''.. . � 10 t 00 . 11 + 00 ��.. .
' �! � � � � ��I I E ..� I I.. ..i. . ..;.. ..�;. c�nssuwv�a� � �� I .-'� � ���2�420 � '�., ��ES�. i , .
V -25
� �, i i i� _ I -r ��i� l H$ - 24J1.4 DA�E OF . SVfiVEY 10-02-10 , � I � . . .. . �
2,420 �. I I � , I , i _ ' ' I . I I �, _ ,co,irRxroR To Maiirarv . - . . 2,A20.
I � .. I, ' . S i0 ORNEWN'S iHRWGHp/l
� �� I I I I I '�-�
! 7 7 R PN' lT YI �
5 RUC V f5 E
t {i �
I I I i � i
� - �-� � I I I I �-� I I . : I� I I; I i � CONSrRUCi101l. i
� i r i i i ��i_. i�� i iLl t �.' � � � r_ � � I'�,� ��' I i' �� i I i � I� �' i� tl � I � � �
2410 :. � ' , ( �= i� � i � �I �' � � , � � I III li I{_ , 1 �,�il � 2,410_
� E ... � r r I J I+�F ; -.-1 L ' �� , .,. � , , � � � I _. i- '-!_ I 2 4 0 � i ��.. . � .
I��' i I��'�, I i ' �... ii �.' _ i i .'I�r ; i
�i f� I+++�-{' i-- I � i - �'- ~ �'�.
�. i i i i T .I- � '�. .. ,i:�, I 'i - �, .-i-i I i��� III�I�I i y , �I� z i.i� �.-_I i I�I
I'� I I� il'� � If � �, r I I �- �
i � � � i
� � � � , � � " . -���� } �—�li I��'.� .�_ ��� �
10 00 ��11+00 �,72+00 �',13+00' .14t00, ��'�,15+00 �. „ 16+00 . 17tA0' �' ,18+00�. ,.� 19+00�..�� I, ��I,I i'._ 'I TI ll� � � LI_ i �� T 1 �
� �� �
j , . ., �, .. , . ,, . ��i li �;�_IT �I�- ��� ��,� �� 4����1 I -�
I � . �� �, . �. . I � _ —�1 � I � ..
� � r_lil�i� ��I-��I�i �.�fi i ��1 i 41-T I i.
.. ,. .�. . , . . , '_
__ _". i . .�. . . � ..,�. �-� .�{' ,� ��I. i i rl�-C- I1 LL=��i�,_ I � _.-� _:_.
-� I�� I �_� j i i _�_ r -I �.I� �
9 ' , � � _ � I L �� � i � TI ,- � I ' ,'
� I, BRIOGE HYDRNJLIC DATA ii � I �����i7I �I'� � I-f��' �'{'� i'� ��mi� -' Ir I�I �'I�'I I II �':I. I I . �_:I� � I 1! _� I,= I� �:,-� �',_: �� t
� �, DESIGII FREIXIp NCY = � YRS I� � ��'r-�'� Ti � i: ii I-�.li � 1 �i_�i'i_.i � �-ii i-r h-.��-� r I I _{�'-I� I ��� �Lr �; �� 1-rl'r� I ' ' lI��T �J� I I�.. �.''�_ �+I I I m �,�'-F-'-� I ��d� � i� 4-I-i i �, }�'.� i . ._.
o ,.. DESIGN HN ELEYATION = 24331 - Fi I �,��� �y � I I � _ i. i i I ii.� � �Irl rFry i; i .- I� y[�� I�' I ��I..- f� �- F-i I i i i i� I i �� I���- i� �'..:_ �� ��.. �I i
a 8lSE A�SCHARGE = 460 CFS � '. _ � � TT � i �i,- f � ' � �
� I . � BlSE FREW£h'CY = /00 YRS � � .�!�1� I �� � _���_i I �i,� r� .���.��IIT � I� T ��II (i��`I! �II-�.:..F'r� �.I I_I il� LI'.-i i -' �i— i� n � � e
-� � 1 I 1- �-I�� � � 1 � I
a _ ' BASE HH EL£VATIO!( 243370 FT � I �- ._.-i_�� �. ��.'� I± .''' I` �-T � I--L �L�r I 1 I I�1 I i i:�:�'� i i i �i. I � _�r i� F�. I��'tf i ��i: ii� � ��i� i � �'_��� �i=ri T. . i. I_��i ��. _ .. _. _..
� � . - P/ERiOPP/hG pSCHARGE = IOS CF$ ',> I �I i ��� � I � i Ir'�.i j i i I( ' :.i-�; I � i I �� ��� _ 11 � � I � I i i _.r�'. .i�i i i I �I I. I �I� � i� -:�I1 � r i..� �. i I� i.'_i I.�l i_�I _.. I i- I� I. i.. �
�
� '. 0/fRTOPPIliG FREOUENC/= 500� YRS I � .. i i I s� I I.. I. � � � I I , II i I.I I I ��I-�-�rF 1 T�_i � i _�,r i i i � ,'. � I � .�_�_� i I�LI F� � ITi� � i-
a., . . ; � WERTOPPIh'G ELEVATIO1l = 243b9 FT i' I _'�. .� ���i �r�� � � i � �� �. �r I i�-t� IZ T _ _L �T � � i� �I � �i ! ' „ I, � I _�' I � i . � � � i li I li I -ii.i�. i� .'rr� r 4 -1 I � �'FI '-���_ -L , " � � ��� ' . I
. �� � ,� ,a ��T�; ��� , i ��� _ � . � �,_ ��� _ � ��
° !�� ' � �'��_�!+�iJ , .,�,� �_,-� �I�Ic� i�'�I:'I�'-, I�,tl-I ��1—���, ���, ',���-�i� �I�.�`�!�I ,;=�+�ii�� ; �}�(- � _;� tl��l '
9 ��.� DAiE OF SUMEY = I-2'2010 � i'. F �I��If__f_ � �i.rl� I ...jT i'. ���'i i� ��� i i .�.i ��i I i.i.�.��. i I�ul..l. I� � i:���'li i I.�- � i I���-i �%-I'�I� �,. ;. i i.�.
� ' AT DATE OF SU/NEY ' 2431.4 FT �� �- �ii�1�thi�Tl i T_-l.il' � r�_ i�1 i� z� i iT ����I�{�—���Ir I �i T.�CiI� I�� li_� I�� II ,.�I'�� ..���ii (� ��'_ � J . i' ,
P � WS.ELEVATI l � . . , . i , ��' � I L1 I+F�' i � i _I�r� I� I � ��� I h '��.. .i I ' ' I I. I� 1 f .'1. I { -I Lii ' I � � . j . . ...
0�
,ri i
_, � �-�k � „ �, , —
- 1 l i i i i. -i - i �'-�I i i L�ih I
� -- � F� i ii I i �i �- ��' � i �
�. .. „ , I . ..i, I , ,�'i,i Ii�I:�l �' ., � I � � '��.ii '� _�iii - � r��l�..- I _'.I I I. , I.
� I i
�
�.� � ',-� � �I i -� �

B.ld.'1: RAIL ROA� SPIKE IN BASE VF TftEPH01:E POLE 24' LEfT STA. 10+6L40 -L- EL 245°33
_ _ -�
�� \
LOCATION SKETCH
❑0 KNOV4N L1T1LIiY CONFLICTS.
TOTAL BILL OF MATERIAL
ftB;OVAL OF P�A UNCLASSIFIED CLASS A 6RI�GE FEINFORCI�G VERTICAL HP 12X.53 SiEtL PLAIN GEOTEXTILE ELASTOldERTC 3'-0"% 1'-9"
EkISIING TESIING SiRUCI'URE CONCRETE hPPROACH SIEEL GONCRtIt STEFI. PILES PILE FIP 42AP FOF BEARINCS PRESTRESSEO
ST81JCTlIRF E%CAVATION SLABS �ARRIER POINTS CLASS 11 DRAIflAGE CONCRETE C�RE�
RAIL (Y-0"THICKI SLAB IIN7T5
LIJV.P Sll1A EACH I W.".fP SIJ�1 Ctl. Y�S. W`AV SU!d LBS LIN. fT. N0. LIIL FL EACH TONS S0. YD. WIfP SlllA N0. LIDL FT.
SIIPERSIRt1CIURE W`.'P SUI." 1 � LIJ!AP Sll'd 100.29 I WVP SU.".'� 9� 450
Bd0 BENT N0.1 � W.`.IP SU.`A 20.9 2584 � 5 195 5 +I 50 55 _
EN� �ENT N0. 2 W:IP SU!A 209 � 2584 5 ll5 5 I �1 79
iOiAL W!AP Slll.! 1 � W!.!P SLI!6 51,8 LU`AP SUL1 5168 � 100.29 � ]0 310 10 � 121 l39 WI.lP S111.1 9 -050
oan�x� ar : pFC oarc : 2/13
cnecteo ar : o.�r oaie : 2/13
���TES:
ASSII!dE0 L1VE LOAD = HL-93 OR ALTERIIATt LOA�]ING.
FOR EROS1011 CO�TftOL l.fEd51JRES, SEE EROSION COIITROL PLAtlS,
IHIS SiRUCTURE Hp5 6EFN �ESGNED I1J ACCOFOANCE 1'IIiH THE AASHiO
LRFD 9RIOGE �ESIGI! SPEGIFICATI011S.
iNE E%ISTING STFl1CTlIFE COGSISIIIIG 0[ I SPId! AT LO'-6",19'-1"CLEAR
HaAfl1YAY YlIDTH, TII,��JEB FLOOR 011 TIN.BCR JGISTS, ON I I1.1�EB CAPS 17ITH
TI1.�]ER POSlS AIlO SILLS,SHALL 8E Re1.10VE�.THE EY.ISTING BR10GE
IS Cl1RRFNTLY POSTE� �EL01'! TH� LEGAL LOAO LIl.1IT.SHOl1L� IHE
STftl1CTURAL 7NIEGRITY OF THE BRI�GE FLIRTHER DETERIORAIt,THE LOA�
LII.IIiATI01! IAA'( �E kEL1UCE� AS FOUN� IlGCESSARY �l1RING THE LIFE OF
THE FROJECT.
RE1.10VAL OG illE EY.ISTIIIG 6kI0CE SHALL Bt PERFOP`dE� AS P:OT TO ALL047
�EB�IS TO �dLL IkTO THE 17AIER.THE C04TRACTGH SHALL RBdOVE THE
6BIOGF AN� S1101.1IT PLANS FOR �EIdOL1TI0�1' IN ACCOROANCL IYITH ARiICLE
902-2 OF THE SfAI;DAR� SFECIFILATIDIIS.
THE ',IATERL;L SHOCLV SN TH� CROSS-HAiC41Fl hRFA SHAIL BE EY.CAVATE�
POR f� �iSTA�:rE OF 25 FT*- EACH CIDF. OF CEIRERLII:E ROAO'iiAY AS
DIRECTEO 6Y iHF ENG1IlEER. THIS 1'IORIt YIILL BE PAID FOR AI THE
COfITRACT Ltl"fP SU\I PR10E FOR Lh`ICLASSiFIEO SiRl1CTlIRE EXCAVATION.Sf.E
SECTIOPI 412 OF iHE STAIIDARD SPECIfICATIOdS.
TRE SUBSTRUCiURE 01 1HE E%ISTIHG ORI�GE IIlDICATE� ON THG PLANS IS
FP.O`1 THE OEST YNFORIAATION AVdILA0L6 SINCE iHIS LNFORIdATIOt! IS
SHO7rN �OR TtIE COI:VENIBICE OF iHE CO:JTFACTOF, THE COtliRACTOR SHA�L
HAVE Id0 CLAi!' 1'iIlAISOEVER AGAIIIST THE DEPAFTI.IENT OF TRA1l5PORTATIOC!
FOR AilY �FI-AYS OR AO�ITIO:IAL COSTS SI:LIJRHE� eASE� ON �IFFERENCES
BEi1YEEq THE F%IS7INC BkIDGE St18Siftl1CTU.4E 91017�� OR THE PLANS AP;�
THF ACTLIAL CO?:DITIONS AI THE PROJECT SIiE.
F9R PILES,SEE SECTION 450 OF TIIE STPiA'f]AR� SPECIFICATI01lS.
PILES AT B:D �ENT 110.1 AIID BI� BBlT N0.2 ARE �ESIGDlE� FOR A
FACTORED RESISTANCE OF ]0 TONS PER PILE.
�iIVE PILES Ai EkfJ BEIlT i10.! A�lD E�l� BENT t:0.2 TO A REOUIRED
�RI`/Zt:G HESISTANCE OF 120 TOilS PER P1LE.
STEEL H-pILE POIIITS ARE REOUIRE� FaH ALL SiEEL H-PILES AT EP:� BENT
NO.I AII� Bl� BEM1i N�.2.FOR STEEL PILE POINTS.SEE SECiION 450
oF 1ue sTnn�oneo saec?FZCaTaor�s.
TESTIf:G PILES YlITH THE POA OIJBING �RIVING,P,ESTRIM,IP;G OR
REDRI`/ING 1.4AY BF REOIJrRE�.THE BJGII:FER V4ILL �ETEFI.IINE THE NEHO
F0�2 PDA TESTING.FOR P�A TESTi�:Q SEE SECTIOPI 450 OF iHE STAN�ARD
SPECIfICATI011S AtID POR PILE �RIVING CF2iTERIA,SEE P1LE �RIVIIGG
CRITEkiq PROVISIOM.
FOR S118"fITTAL OF }70RKI11G �RA47ING5, SEE SPECIAL PkOVISIO?!S.
FOR fALSE190RY. AND FORld'iIOFK,SEE SPECIAL PROVISIONS.
FOR CRAkE SAFETY,SEF SPECIAL PROVISIO�JS.
FOR OTHER �ESIGt! DATA ANfI GC.�ERA� IIOTES,SEE SHEET SN.
THIS SiqllCiURr �{p5 BEEq �ESIGNED II! ACCOF�ANCE 1'IITH 'WEC I8-
EVAI.l1ATTTlG SCOl1R Ai BRIDGES."
PoR GROl1T FOR STRl1CiURES,SEE SPECIAI. PHOVISIONS.
iHIS BRI�GE IS LOCATED IN SEISlAIC Z01lE I.
ASPIIALT ClEARII:G Sl1RFACE IS 1NCWDE� III THE k0AD1YAY OtIANTITY
Oil ROA�PiAY PLANS.
?oc�\4;ii'in��0(%:
_ '�5�2.« � �
:�� �<r°.
i in �Ae ;rF�':1,;�.�`-°%3�
�''� /�/� Mattem & Cra g.-. 's,<II A �;.`< ,`
�v �
PROJECT No. 17BP,19,R,G9
MACON ___ CouNTr
STATION: 16+2ga00 -L-
>am nFnm>
DEPARTMENT OF�TRANSPORTATION
a«riax
GENERAL DRAWING
FOR BRIDGE 115
SR 1104 OVER BAKER'S CREEK
BET6VEEN BE I TY'S
CREEK ROAD AND SR 1105
FEVISIa:s
o.,�� S z

L5+00
2450
Z44O
I5�50
16+00
FILL FACF CJ
EN� BEhT N0.1
STA. 16+01.85 -L-
GHA�E POIN7
EL. 7.438,42
BEGIN FROHT SLOPE
P.O.0 STA.I5+9530 -�-
GRADE POItlI
EL 2438.�0
---LL EL 243248
-------------___.—__-_—_"_----__--- RLEL243215
LOCI CHORD
EL 2436.26
C-0"IAIN.
EARTH
�Eft1.1
IT'fPJ
10� YEAR
IIIGII 'iiA fER
N.V7.S.— EL 2433.73
E�2430.80\
I
2430 APPROkI�1ATE� _ 1 0 ���J' �
ExISTING GROl1N➢ � —
LINE _.I �
SLOPE !�/z:l
��
2qp0 r� NORG".AL TO CAP (TYP.1 p� o q,�
,��� t1NCLASSIFIEO ExCAVnfION ti� tiP' �,��� ��,'
TYP.
�: 4�' �' �' �.:
I6s50
l0'il CHOR�
EL.2437.98
P_6 70
UNCLASSIFIE�
STRIJCTl1RE
EXCAVAliOA
1 I YP.1
I7+00
FILL FACE n
ENO HENT I!4 2
STn.16+54.14 -P
GRA�E POINI
[L. 2440.25
R'S0
I8+00
BEGIN FROi�T SLOPE
P.O.T SIA.16+61.18 -L- ___ _---- ---
GRADE POIIlT __ _----- ----- —
EL 2440A9
� Li.fL 2434.21 GRA�E OATA
� RT, FL. 2433.i38
� (+13. W 00�9709�
nr izxss HYDR�ULIC DATA
�S1FEL PILES ITYP.1 pI = �7+p5.56 -L-
EL = 2442.75 �ESIGN DISCHARG:: 320 GFS
2'-0"CLASS II VC = 100' FREOUEtJCY OF OESSGII FLOOD 25 YR.
RIP RAP (TYP.1 K= 29 �ESIGN HiGkl i'iATER ELEVATIO?! 2433.10
b ORATNAGE ARFq 0.74 50.!(,I.
�' BASE DISCHAP.GE (0 100) 460 CFS
ry� BASE HIGH 1'IATER ELEVATION 2433J0
,,
SECTION ALONG -L-
ISECiIONS AT EN� BENiS ARE AT RICHi AtlGIF9
dPPROXI`AATE GROUIlD LINE ELEVATIO�IS ARE TAKEI!
ALONG TH� EOGE OF BkIDGr 0�! LIPSTREA'.1 SIDE.
\ � \
� � ��E%IST.SIJBSIRl1CTlJREIIYP.I
\ � a�/
. �
HORIZONTAL CURVE DATA —L—
PI Sta 19+55.00 -L-
4 = 64° lP 47.1"IRT)
0 = 19 ° OS' S4.9"
l = 336.13'
T = 198.18'
R = 300.00'
oRAVJi or : PFG nniF. : 2/13
QIEO.EO BY : c4.T oaTE : 2/13
�
� � � ��,
� �� � ����
\ e� � � ��\\
� �
�
\ Fq"s �� �� ��
�� �a `� � i�`, `�
`
- �o
���
s
O `�s,�
ti
� FF� � � � � � .
`. i
PI Sta 18+26.81 -L- � �
�=46° 34'02.5"ILT) � � ��
� �
D = 50° 00' 024" � ��
L=93.13' PLAN �
T = 4931, �
R = 114.59' \��
(PILES NOT SH0471! FOR C�ARITYI
� Prepare�d in iM1a
��� ow�e i: /y�/� Matte�n`BCra`9.`z
�l i7��
v% �`zz:�"r:rcE
OVERTOPPTNG DATA
OVERTOPPT[JG DISCH4RGE 1175 CFS
FREOUEP:CY OF OVERTOPP1kG ROOD 500+ Yft.
OVFRTOPPiilG PLOOD ELF.VATION 2436.90
io sa iios
:.`ti0`1�'ARO( "';
� C ,f if590f ..u�2 �
�°'<°G �\ �/
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PROJECT N0. 17BP,14,R,69
MACON COUNTY
STATION: 16+2800 0 -L-
StiFFr i n� � rzFai acFS aaiocE t�o. t�s
s...E �_::>>.�� �,Fw����
DEPARTM1IENT OF TRANSPORTATION
e� ��c�
GENERAL DRALVING
FOR BRIDGE ON
SR 1104 OVER BAKER'S CREEK
BET44EEN BETTY'S
CREEK ROAD AND SR I105
FEVbIDNS ���'t�
CarE r.J _ oeiE: 5-�

030RNATKKi TO BE $NOFN QI %ANS
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