20131090 Ver 1_Application_20131010

o�
Corps Submittal Cover Sheet �S
Please provide the, following info: Q 1 3 1 0 9 0
1.. Project Name: Replace Bridge No. 8 on SR 1001 (Ellijay Road) over EllijayC tee
k er0,17
2. 'Name of Property Owner /Applicant: North Carolina Department of Transportation (NCDOT)
3. Name of Consultant /Agent: N/A
*Agent authorization needs to be attached.
4. Related /Previous Action ID number(s):_N /A
Site Address: N/A
5. Subdivision Name: N/A
6. City: Franklin
7. County:
8. Lat: 35.19534 N Long: - 83.27419 W (Decimal Degrees Please)
9, Quadrangle Name: Corbin Knob (35083 -133 -TF -024)
10. Waterway:, Ellijay Creek (DWO Class: C, TO
11. Watershed: Little Tennessee River (HCU: 06010202) ,
1'2. Requested Action:
X Nationwide Permit # 14
General Permit #'
Jurisdictional Determination Request
Pre- Application Request
------------------------------------------------------------------
The following information will be completed by Corps office:
AID:
Prepare File Folder Assign number, in ORM
Authorization:. Section 10
Project Description/ Nature of Activity /Project Purpose:
Site /Waters Name:
Keywords:
Section 404
Begin Date

M AAI(
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATN 4,"'? o kioz -Y
PAT MCCRORY AN HiCi1ZtYJ.,TATA
DOVERNOR SECRETAkY
October 10, 2013
Ms. Lori Beckwith, NCDOT Regulatory Project Manager
U. S. Army Corps of Engineers
151 Patton Avenue, Room 208 0 1 3 1 0 9 0
Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application
Replace Bridge No. 8 on SR 1001 (Ellijay Road) over Ellijay Creek
Macon County
State Project No. 17BP.14.R.68
Dear Ms. Beckwith:
The North Carolina Department of Transportation ( NCDOT) is proposing -to replace the subject
bridge. 'The existing 2I' L x 25' W timber and steel bridge needs to be replaced due to
deterioration and insufficient width. The proposed replacement structure will be a 30' W'x 6' H
x 30' L concrete crownspan structure with concrete headwalls and wingwalls on a 90 degree
skew.. The culvert will be staged constructed in order to maintain traffic during construction.
The project will also require some minor bridge approach work on the existing roadway.
I ain enclosing a PCN application, Rapanos Jurisdictional form, SHPO forms, plan sheets
showing the proposed work, a marked county map, a USGS quad map and photographs.
The North Carolina Natural Heritage Database was checked for records•of threatened and
endangered species. The database lists 52 species,for Macon County that have federal status.
Additionally, the bald eagle (Haliaeetus leucocephalus), ~which is protected raider the Bald and
Golden Eagle Protection Act, is known from Macon County.
The speeies'in the database include the sicklefin redhorse (JIIoxostoma sp.2), a candidate species
for listing, and the bog turtle.(Gl),temys• middenbergii), which is listed as threatened due to
similarity of appearance to the listed northern bog turtle. Six species, spotfin chub (Et•imonax
indnachus), Appalachian elktoe (Alasmidonta mweneli axt), littlewinged pearlynulssel (Pegias
fabuld), small whorled pogonia (Isolria medeoloi(les), Virginia spiraea (Sph -aea vii-giniana) and
rock gnome lichen (Gynntoder»ra lineam), are listed as either threatened or endangered.
Additionally, the U.S. Fish and Wildlife Set-vice considers Macon County to have potential for
the Indiana bat (AI),olis sodalis).
Fourteenth .Division Office
Telephone:, (828),586; -2141 1-53 NV.eb §terRoad,, Syka; North Carolina 28779 Fax: [phone],043;

Bridge.No. 8 — Macon County Page 2 October 10, 2013
The only record for a listed species within a five mile radius of the project is for the spotfin chub.
This record is within the Watagua Creek watershed downstream of Lake Emory Dam.
Ellijay Creek is approximately 10 feet wide with a substrate of boulders, cobble, gravel, and
sand /silt. Habitat is lacking for the Appalachian elktoe, littlewinged pearlymussel, spotfin chub
and the sicklefin redhorse. There are no records for these species upstream of Lake Emory Dam.
The terrestrial - habitat in the vicinity of the bridge is open grassed areas with a few scattered
riparian trees downstream of the site: The upstream project area is composed of a deciduous
forest that is dominated by tulip poplar. The habitat is not characteristic of the listed species or
the bald eagle. Wetland habitat required by the bog turtle is also lacking.
Due to the proximity of Indiana bat records, the USFWS considers Macon County to be an
Indiana bat county. It does not appear any trees suitable for bat roosts will need to be removed
and the bridge structure was inspected for staining and guano. The indirect effects of the
removal of a few trees at the bridge site would be considered insignificant'in the overall forested
landscape of Macon County. Habitat for Indiana bat is lacking at the project site.
Habitat at the project site appears to'be lacking for the listed species and the bald eagle. There
are no records within the Ellijay Creek watershed and no threatened and endangered species were
observed during the.field scoping process. For these reasons and those discussed above, we
recormnend a ` -`no effect" determination for threatened and endangered species.
This project was reviewed by NCDOT's Human Enviromnent Unit in 2012 for potential affects
to historic architecture and archaeology. It was determined that neither historic architecture nor
archaeology required a survey (see attached forms).
NCDOT best management practices will be used to minimize and control erosion and
sedimentation on this project. The construction foreman will review all erosion control measures
daily to ensure erosion and sedimentation are being controlled effectively. If the devices are,not
fintctioning as intended, they will be replaced immediately with better devices.
Impacts to Waters of the United States
Ellijay (DWQ- Class: C Tr) i's shown on the USGS topographic rnap as a perennial stream. The
clfamrel is well defined with a substrate primarily of sand and silt-With some cobble and is
approximately 10 feet wide. Ellijay Creek flows approximately 3.8 miles to the Cullasaja River.
The Cullasaja River meets the definition of a Traditional Navigable Water. For these reasons, we
believe Ellijay Creek isRelatively Permanent Water and is under the jurisdiction of the U.S,
Army Corps of Engineers. In order to construct the project, it will be necessary to impact waters
of the United States in the Little Tennessee River Basin -(HUC 06010202). Specifically, NCDOT
is requesting to replace Bridge.No. 8 with a crownspan structure. Listed below is a summary of
the proposed impacts.

Bridge No-.,8 — Macon County Page 3
October 10, 2013'
Site No.
Existing Condition
Proposed Condition
Net
Irn acts
21' L x 25' W Timber
30' W x 6' H x 30'L Concrete
Site l
and Steel Bridge
Crownspan with Concrete Headwalls
0'
and Win walls
Site IA
Free flowing stream
Impervious Dike Flow Diversion
75'
2'W x'153' L
Construct a New 2' W x 185' L
Site 2
Free Flowing Roadside
Channel using Natural Channel
1'85'
Stream
Design (see attached plans)
Total Permanent Stream Impacts - Crownspan 0'
Total Permanent Stream Impacts for Channel Relocation 185'
Total Temporary Stream.Impacts for Impervious Dike and Flow Diversion 75'
Permits Requested
NCDOT is hereby requesting authorization under Section 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 Coordinator, of the North Carolina Wildlife Resources
Commission (NCWRC) to comment directly to you concerning the 404 Nationwide Permit
request.
I am also requesting authorization under Section 401 of the Clean Water Act from the North
Carolina Department of Environment and Natural Resources (DENR), Division of Water
Resources. In addition, I am asking Ms. Chambers�and Mr. Ben DeWit, Roadside
Environmental Field Operations Engineer ( NCDOT), to continent directly to me concerning this
permit request.
If you-have any questions or need additional information, please contact Mr. Josh Deyton at
(828) 488 -2131 or me at (828) 586 -2141. Your early review and consideration will be greatly
appreciated.
Sincerely
z l ✓�j P"i�
Mark S. Davis
Division 14 Environmental Program Supervisor
Enclosures
cc: Ms. Array Chapman, Division of Water Resources — DENR, Raleigh
Mr. Jason Mays, Biologist, US Fish and Wildlife Service, Asheville
Ms. Marla Chambers, Western NCDOT Review Coordinator, NCWRC, Oakboro

Bridge No. 8 — Macon County Page 4 October 1'0, 2013
Mr. Josh Deyton, PE, Division 14 Bridge Management Engineer, NCDOT, Bryson City
Mr. Ben'DeWit, PE, Roadside Envirotunental Field Operations Engineer, NCDOT

o�oF warF9pG
y 9
L0.J r
y
Office Use Only:
Corps action ID no.
DWQ 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 the
Corps:
®Section 404 Permit E] Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1'c: Has the NWP or GP number been verified by the Corps?
❑ Yes
NNo
1d. Type(s) of approval sought from the DWQ (check all that apply):
N 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
El 401 Water Quality Certification — Express El Riparian Buffer Authorization
1e. Is thi's notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes N No
For the record only for Corps Permit:
❑ Yes N No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of'impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑-Yes
N No
1g. Is the project located in any of NC's twenty coastal counties. If yes,.answer 1h
below.
❑ Yes
N No
1h.Js; the, project located within a NC.DCM Area of Environmental Concern (AEC)?
❑ Yes
N No
2. Project Information
2a. Name of project:
Replace Bridge No. 8 on SR 1001 (Ellijay Road) over Ellijay Creek
2b. County:
Macon
2c. Nearest municipality / town:
Franklin
2d.. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or State
Project-No:
17BP.14.R.68
3. Owner Information
3a. Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b. Deed Book and Page No.
N/A
•3c. Responsible Party (for LLC if
applicable):
Mark S. Davis, Division 14 Environmental Supervisor
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 ❑
4b. Name:
N/A
4c. Business name
(if applicable):
N/A
4d. Street address:
N/A
4e. City, state, zip:
N/A
4f. Telephone no.:
N/A
4g. Fax no.:
N/A
4h. Email address:
N/A
5. Agent/Consultant Information (if applicable)
5a. Name:
N/A
5b. Business name
(if applicable):
N/A
5c. Street address:
N/A
5d. City, 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: 35.19534 Longitude: - 83.27419
1c. Property size:
N/A acres
2. Surface- Waters
2a. Name of nearest body of water (stream, river, etc.) to
Ellijay Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
DWQ Class: C, Tr
2c. River basin:
Little Tennessee River (HUC 06010202)
3. Project-Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Landscape is primarily forested. The land in the immediate vicinity of the bridge is open field on the downstream side of
the bridge and forested on the upstream side of bridge..
3b. List,the total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project:
To replace the existing substandard bridge with a crownspan structure (30'W x 6'H=x 30' L) with concrete headwalls and
wingwalls.
3e. Describe the overall project in detail, including the`type of equipment to be used:
Erosion and sedimentation control measures will be installed. A new channel will be built for a roadside stream and the
stream relocated to the south. Water will be diverted through the project to provide.a dry work environment. The project
will be phased constructed in order to maintain traffic during construction. The bridge will be removed and the remainder
of the structure installed. The road will be.repaved. Track hoes, dump trucks, bulldozers, cranes, paving equipment,
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 /
El Yes ®No El Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ❑Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: ,N /A
Name (if known): N/A
Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach 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 the 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

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

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland 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)
Temporary
W1 ❑ P ❑ T
N/A
N/A
❑ Yes
❑ No
❑ Corps
❑ DWQ
N/A
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
M5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P [-IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland Impacts
N/A
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a:_
3b.
3c.
3d.
3e.
3f.
3g.
tream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — rion -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ® P ❑ T
Crownspan
Ellijay Creek
® PER
❑ INT
® Corps
® DWQ
10
0'
S1A ❑ P ®T
Flow Diversion
Ellijay Creek
® PER
❑ INT
® Corps
® DWQ
10
75'
S2 ®P [] T
Stream Channel
Relocation
Ellijay Creek
® PER
❑ INT
® Corps
®DWQ
10
185'
�S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
:S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total Permanent Stream Impacts - Crownspan
0'
Total Permanent Stream Impacts for Stream Channel Relocation
185'
Total Temporary Stream Impacts for Impervious Dike and Flow Diversion
75'
31. 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, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indiv dually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of
impact number —
waterbody
Type of impact
Waterbody type
Area of'impact (acres)
Permanent (P) or
(if applicable)
Temporary
01 ❑ P ❑ T
NIA
N/A
N/A
N/A
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water Impacts
N/A
4g. Comments: NIA
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
N/A
N/A
N/A
N/A
N/A
N/A
NIA
N/A
P2
5f. Total
N/A
N/A
N/A
N/A
N/A
NIA
N/A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes 0 N If yes, permit ID no: N/A
5i. Expected pond surface area (acres):
N/A
5j. Size of pond watershed (acres):
N/A
5k. Method of construction:
N/A
`6. Buffer Impacts (for.DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar-Pamlico F1 Other:
'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)
Temporary
impact
required?
B1 ❑ P ❑ T
N/A
NIA
❑ Nos
N/A
N/A
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑ PEI T
El Yes
❑ No
6h. Total buffer impacts
NIA
N/A
6i: Comments: N/A
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A crownspan structure will be used that will allow the stream to maintain a natural channel and substrate. The small
stream to be relocated will be 10 feet longer and have greater sinuosity than the existing channel. Headwalls and
wingwalls will be used to minimize the overall length of the structure.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
In- stream °work will be performed in the dry using an impervious dike and pipe to divert•the water around the work area.
Appropriate BMPs according to the approved erosion and sedimentation control plan will be installed on the project prior
to culvert installation.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation-bank
❑ Payment-to in -lieu fee program (EEP)
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
Type N/A
Quantity-N /A
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If'using stream mitigation, stream temperature:
❑ warm ❑ cool ❑ cold
4d. Buffer mitigation requested (DWQ only):
N/A square feet
4e. Riparian wetland mitigation requested:
N/A acres
4f. Non - riparian wetland mitigation requested:
NIA acres
4g. Coastal (tidal) wetland mitigation requested:
N/A acres
4h. Comments:
Complete If Using a Permittee Responsible Mitigation Plan
5.1. If using ,a permittee 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 DWQ
6a. Will the.project result in,an impact within a.protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b: If yes, then'identify the square feet of impact to,each zone of the riparian buffer that requires mitigation. Calculate,the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
,(square feet)
(square feet)
Zone 1
N/A
N/A
3 (2 for Catawba)
N/A
Zone-2
1.5
6f. Total buffer 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, 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 DWQ)
1. Diffuse Flow Plan
16. Does the project include or, is it adjacent to protected riparian buffers identified
❑ Yes ® No
Within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments: N/A
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
N/A
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c: If this project DOES NOT require a Stormwater 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?
❑ DWQ Stormwater 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
❑ USMP
apply (check, all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
-
attached?
❑ Yes El 'No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan "meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal'requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the, project involve an expenditure of public (federal /state /local) funds or'the
®Yes El No
use of public (federal /state) land?
1b. If you answered' "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes "'to the above, has the document review been finalized'by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter:)
❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ 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 26 .0200)?
:2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
1 Cumulative Impacts (DWQ 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 quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short,narrative description.
This is a rural secondary road: The,crownspan is being installed to standard specifications. The road'is not being
upgraded. This bridge maintenance activity is not anticipated to have any significant- impact on development that would
cause - secondary and cumulative impacts.
4. •Sewage Disposal (DWQ 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 the subject facility.
NIA
5. Endangered Species and Designated Critical`Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b'. Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
5c: If yes, indicate the USFWS Field' Office you have contacted.
El Raleigh
® Asheville
5d., What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Database, Field Scoping Meeting and subsequent site visit on 9/25/2013.
Page 10 of 11

6. Essential Fish Habitat (Corps Requirement)
6a., Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. Whatdata- sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A —There are no marine or estuarine communities within the Blue Ridge Physiographic Province.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
0 Yes ® No
status (e.g., National Historic Trustdesignation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
This bridge project was reviewed by NCDOT's Human Environment Unit in 2012. It was determined that neither historic
architecture nor archaeology required a survey (see attached forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes 0 No
8b. If yes, explain how project meets FEMA requirements: The NCDOT Hydraulics Unit coordinated with FEMA on the design
of the structure.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Mark S. Davis
_
Division 14 Envirotunental Supervisor
✓ G �
�� /�j . -��
Date
Applicant/Agent's Signature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letterfrom, the
applicant is provided.)
Page 11 of 11

Y
a
Q►
L
U
cc
W (p'
L .0
0 0
U
O t
O
w �
.� :3
O V
O
N (O
C
O
00
O
a)
dA'
m
0
v
0
v
Z
c
C
f0
L
U
i
N�
a
4+
a
c
0
a
�o
0
I
Q
.1
a
C
m
CL
3
0
U
a
f
r
orrq
anozr. � rvae
e, J
�q
q v
O \a1
©O
Oz
�U s
N
k
O '

cu
C
0.0
(D
0
0
Z
cu
WC
0
OC)
0
Co. 'CU
C 2
0
O
OD
a)
00
A
06
-.16606
116
tpuels -0joull
OC"
7 .
9191
657
0
0
m U) Co U)
m C E
ou am) Sl 'con
0 'C:
co
Cl
CD

Y
N
A'
U
m
cu
O'
O
0U
cm
O -
OO
c Z
We
r O
o' U
o �
cu
O
00
m+
m
�!%-'' =i irl \' \��•:•�jti�'+.,• \1\ �:''i'`_ -_, y rrt��1l� \f`'1 (.�'L_`,�(/ - '��:.-'�.'� '` _r !, e��
111, ,.•; ,,•_-- 1�,::' ,3;�,. ".q ._..-:, . ;`,i Al
_= P("
' tll , , t" c X1`,1?
' /, -• _i p r;� ice_ /: (1 f �C�:. \`.�.�`',\ 1(," �`•:_!. -l)"� (/ r �•-
°T
a_� ".- � /�.;,�� _�- I /�..•/ /l �r -:I�:) \�'1'. \ \ \ \.1'1, �:-ll :i": �': -:.) " \: ":r iP;rr`r� :;�\� -. \.rte -c
',i Jl �? `` `L ," -'�-;�\a� -`.,, D + :'• 11
•ll'i'1 • •ra -. ti �`;•` �l'• {� �i :v _
!! �� '•+�y : t /�`�'t {- \lid i• '• t `- ^ =��:=
- \ t y e.,, .�_ +ti��. 1 }', •y , ..i:S,� \�i�' Lc? IS'1
`•i ��'``.G'l_. ;\ ���\ "�:�� \+'��` `��i,• t1 1-- _l.•,!\- f �r t�n� ��•. '�: NN, 'r_ t7�'t�`l }l�• ,��, �``�i' '• - �`• -�f•' �-
et
;'�•,. \ / �,.� ', -_ �•\ 1 �h \ ). ' S. ' �_tf t �i.� Ali +r•.� ( -..:.,. '
�_, � � `�� :J' x;li . ,ti•1 � `\,•. :� �� �__ -_ +., '� t, / >)i••. \t_ fj i - ,J(t °• %'i1`� `�•/ -,r '��-•� •ar : t• \
`! oC :a ' /(: ; /' y, \{ ',; . \�+ 1.1 j ; i_.. -i , \ '+:l _ l (.`. -• `• � -= �' ri /�i , +' ,(• ,.
"7,t --• _.::r- air .o;, i ��'�. - - -:�- �,..'((��. -. , � .,,, �-'r r rr; r.�::. `= �•��• %; � �'j f - -- :► *:�'`�:
�'_ -J ^,_ ro.• ��i, ��- _'',ice .•`'f (�'• , _..� 1 j `t .: ."`. .� =••ti iii\'' .Fig. {r ` — ^� r �'.)�
t• -'�' t \ \ti• � /�� .� \` 1t'`` l \_ -'=.,Y G -t.� f I r��'�(S .. " "��, `') +!t' �� t�,:�.� r:� �Y '_ �'Itl
;j- - :L' : -' � \` ,t' :7�",•,;., "� fl / -+�,. 0 �.1 : /�,�•t'•• -, �.i`` --lt `��' "f Y.J. ;('_.f I .•� -,
- �•~���i "j�i :�� -•- `J,��' i` \`~�,\'` i ('` 'l1\J'.. lt,,' .r�4 • { {I, � ` \�, `• _ �,J „r rJ "/7� �7 % \`-; �
�� /%� 1 \t�-Y „ /, /`'� /•' _' ` =� - .��' \��r�,`� �`t' ` 's �) 1 .' %j r� SJ I tl J ♦, •1. � 1(`1` ,! .,`� -^ �.�C ~' -•�`% � , f •'iyj% - .• !'
'•'•�\t \- ( /t %:� _,.._.`: -- �._.�),�i�l jf( •�� / }' \(• S �f'�'" ,rr j,�l:,�.l �:...: �, `��'�- •�-., -��, _..; if ' .� ;�(y %%. _�_
'�� '�i' it ice. = :i: � � tt' ')?��. i l .% �_ r^• . • l f �[., "-, °l.
.0�1 � - :`�� \•' 1�s� '�`' "� �`��vx� .�`~'� . =f�!- f���'�� } i \ �' - r4 .1,��`-��l \\°, a� � � - i; •[rZ f!. {: J� 1�' +;t '- `•� ;�
I 't'��+ 1 �<f�1! i•r' .r,.
jl /••f'; '•� %•! '�.�`�,.1 �i\ `I �` • r �f•,`ro:!?ir /•��li'u
�, ` °)- r- ��i} 1: � "'iU- ..____ �• %"-• t /�% 1 1., Vic__ t. �,, j r t,
rr( �` ^.\ 1, �- - :1)C_'., _``�\" ``,-- ._„':�-- ✓,...y Is( Yl- '; tit,, ,, ( /'`( ., :;;::_ ..)1 �'S ,lf� ` •�, t(/� ".1 `i�s��-. �:0,�
( 1 r . -. 5 �• , _ \Y- ��Y��. `-'' f" ., t' 1 � ,'I L``: -:� t y, a-^� : �' i. - \` - to;.�fi.
- - ✓' Z �S -'��'- :\� �. -• _ .,y i /i!'r.;z� +,l•� : \�..,., l r .1�_, � 11 tt ��L`` -� \- `
(� i Vii• �,, .;• .: t• 1 ,�� �,�'�` >'•� • `'-y �.
���:•�`t� f' "•� %'$ r-�.J r(f � r;�_;.t` ;}� �' ?�''%�!i �t=' 1.: �I I�f.: ?_ � \' ,)j Y, �,�rr , is a�� 1�' \` `�p�.;�
1 1, fv'•1. -. ;:' � ice: .l ,a +t` ( i:,.• \;`'t ! "r_;l'!`� s..• •�_, '// ` \�= _'���. \ I��f�a
!`_ \ti�Cti , err � '� 1 ._2` },�;. h7�-:•r, ( .i'• \ ` /4 "• "i. =} ` �. '1, ;`�L r�-`
.& ,4. i!!0
:,`;'- .s ��S <•:'_Q"- %•�''if'!; -`r- " J ;i'.r : ',l, t;.- '+�'.,y la.�"- .- �- �.1rL'._, -..__ �� � \_�� _ <� -�-•:v i -
i; C•'i.•; f� �` \t 1 %` -. { f �` ir��t % �_ : 'y' � ^`�_' ``� �j " „'� l` I•li � (��'f}�' • r)1 :�1�� , �'-.% �I ",.-i=
' �' i,'= /n�ia +�� ^' "' \ \,•ti'•,l�t?'.. �_i, a`s_,<`_ . --��__ �`�•,,M1 `'l 'lj ��i �� %!. ,�,` -ke l "�i'l�.l�`'_,_, )ate �• -: >� -f /.
Vii•- A „_ ,_. ., . 1 , t � - - _ • r s �/�,v+l.. � ' � .� !� JJ , `� :., ��r'_
N
� N
ILQ
rr-
N
0
LO
N
O
O
N
N
w C LL
iT
y
a
C M
CO
C
m
0 CO
Uo
3 M
N
� N
ILQ
rr-
N
0
LO
N
O
O

Y
d)
W-
>
0
0 -C
'0
Z
cu
C
oU0:
c
0
0
CIO
c
0
00'
C)
W
Of,
x Ile
' po�
41
15�
H 7:`'
m
0
. V.-
Z14
Y-1
1A
K —tl
U- 0
n cl
'C'-"-" I"
O
O
CDO
C)
MO
O
O
CDO
C)

£s- �� t•� � yfS
may_
' � 3 e �•5x
r
t

'DV I L �r a.�r t R.. :ems 2._f r r) �• i
� t r t- r � ♦ - 7 i n
Jr
7t a a
At
.i
-c
L
�w. FSr .....
62MX

Bridge 008 — Macon County, NC
Looking Upstream under Structure

Bridge 008 — Macon'County, NC

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
.This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT CODIPLETION DATE FOR-APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C: PROJECT LOCATION AND BACKGROUND INFORMATION Bridge 008 on SR 1001(Ellijay Road)
State: NC, County /parish/borough: Macon City: Franklin
Center-coordinates of site (lat/tong in degree decimal format): Lat. 35.195340 N, Long. 83.27419° W.
Universal Transverse Mercator:
Name of nearest waterbody: Ellijay Creek (Class C Tr)
Name of nearesfTraditional Navigable Water (TNW) into which the aquatic-resource flows: Cullasaja River
Name of watershed or Hydrologic Unit Code (1•IUC): 06010202030030
® Check if map /diagram of review area and /or potential jurisdictional areas is/are available* upon, request.
0 Check if other sites (e.g., of-site mitigation sites, disposal sites, etc... ) are associated with this action and are recorded on -a
different -JD form.
D. REV IENV PERFORMED,FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: September 30, 2013
® Field Determination. Date(s): November 30, 2011
SECTION H: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There 're o "navigable craters of the U.S.' within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329), in the
review area. [Required)
El Waters subject to the ebb and flow of the tide.
Q Waters are presently used, or have been used in the past, or may be susceptible for use'to'transport'interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION "OF JURISDICTION.
There Ki "waters ofthe U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Reguireilj
1. Waters of the U.S.
a. Indicate presence of waters of U:S. in review area (check all that apply):
TNX1's, including-territorial seas
'Wetlands adjacent to TNWs
Relatively permanent watersz (RPWs) that flow directly or indirectly into TNWs
[) Non =RP \Vs that flow directly or indirectly into TNWs
❑ Wetlands directly abutting RPWs that flow directly or indirectly into TNN1's
Q Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into'IN%Vs
[� Wetlands adjacent to non -RPWS that flow directly or indirectly into TNWs
(] Impoundments of jurisdictional waters
[( Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review,aren:
Non - wetland waters: 325 linear feet: width (ft) 2,and 10 and /or acres.
Wetlands: acres.
c. Limits`(boundaries) of jurisdiction based on:
Elevation of established OHN'M (if known):
2. Non - regulated waters /wetlands (check if applicable):'
Q Potentially jurisdictional waters and /or wetlands were assessed within Ifie review area and'deterinined to be not jurisdictional.
Explain:
'B'oxes checked below sliall be supported by conrpleting,dte appropriate sections in Section III below.
1 Far purposes of this fomt, an liPW is defined as a tributary that is not a TNW and that typically flo\%s year -round or has continuous flow at leas( "seasonally"
(e.g., typicall)3 months).
' Supporting documentation is presented in Section III.F.

SECTION III: C%%1A ANALYSIS
A. TNWs ANDVETLANDS ADJACENT TO TNWs
The agencies-will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.I and Section 1111.13:1. only; if the aquatic resource is a wetland adjacent-to a TNW,,complete Sections III.A.I anti 2
and Section III.D.1.; otherwise, see Section III.B below.
I. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TN►V
Summarize rationale.supporting conclusion that wetland is "adjacent':
B, CHAILICTERISTICS OF TRIBUTARY (THAT IS NOT A T1`1RV) AND ITS ADJACENT WETLANDS (1F ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if nny,.and it helps
determine whether or not the standards for jurisdiction estnblished under Rapanos have been met.
Tlie.ageneies will assert jurisdiction over non - navigable tributaries of TNNVs where the tributaries are "relatively permanent
waters" (RPWs), i.c. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically, 3,
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not n TAY, but has year -round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting,a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant -nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is,not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though n significant nexus finding is not required as a matter of law.
It-the waterbody4 is not on RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the - tributary has adjacent wetlands, the significant nexus evaluation must
consider the "tributary in combination with all of its.adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section 111.13:3 for all wetlands adjacent to that tributary, both onsite,
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
1. Characteristics of non -TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
\Vatershed size: icck %ist
Drainage area Pick:List,
Average annual rainfall. inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TN1V.
❑ Tributary flows through I?ick,,Lis tributaries before entering TNW.
Project waters are FI k,Lis( river miles from 7N W.
Project waters are Pick'Lisi river miles from RPW.
Project waters are Pick Lis aerial (straight) miles from TNW.
Project waters are �Ick List aerial (straight) miles from RP ►V.
Project eaters cross or serve as state boundaries. Explain: .
Identify flow route to "INW5:
Tributary stream order, if known:
'Note that the,tnstructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
"Flow route can be described by identifying, e.g., tributary a,,which floes through the review area, to flow into tributary b, which then floss into TNW.

(b) General Tributary Characteristics (check all that apply):
Tributary is: ❑ Natural
❑ Artificial (man - made). Explain:
❑ Manipulated (man - altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: �'ick'Lisl.
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles El-Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type / %cover:
❑ Other. Explain: .
Tributary conditioidstability [e.g., highly eroding; sloughing banks]. Explain:
Presence of run /riffle /pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary, provides for: Pick Lis
Estimate Average number of flow, evcnts in review area /year: Lick Lisi
Describe flow regime: .
Other:ihfonnation on duration and volume:
Surficc flow is: Piek,List. Characteristics:
Subsurface flow: PIckEi -s . Explain findings:
❑ Dye (or other) test performed: .
Tributary has (check-al I that apply):
❑ Bed and batiks
❑ OI IWM6 (check all indicators that apply):
❑ clear,, natural line impressed on the bank
❑
❑ cltanges'in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down, bent, or absent
❑
❑ leaf litter disturbed or washed away
❑
❑ sediment deposition
❑
'❑ water staining
❑
❑ other (list):
❑ Discontinuous 0I_11VA9.' Explain:
If factors other than the OHWNI were used to detcrm
❑ High Tide Line indicated by: ❑
❑ roil or scum line along shore objects
❑ fine shell or debris deposits (foreshore)
❑ physical markings /characteristics
❑ tidal gauges
❑ other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted -flow events
abrupt change in plant community
ine.lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
❑ survey to available datum;
❑ physical markings;
❑ vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain: .
Identify specific pollutants, if known:
6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flo%%s underground „or where
the OHWNI has -been removed by development or agricultural practices). Where there is a break in the OHWN1 that is unrelated to the waterbody's flow
regime (c:g., flow over a rock outcrop or througlra culvert), the agencies will look'for indicators of flow above and below the.bre5k.
'[bid.

(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings: .
❑ Other environtnentally- sen sit ive species. Explain findings:
❑ Aquatic /wildlife diversity. Explain findings: .
2. Characteristics of wetlands adjacent to non -TNW that flow directly,o• indirectly into TNNV
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or,serve as state boundaries. Explain:
(b) General Flow Relationship with Non = rNW:
Flow is: Pick,:Lii . Explain: .
Surface flow is: Pick &is
Characteristics: .
Subsurface flow: kLisf. Explain findings:
❑ Dye (or other) test performed: .
(c) Wetland Adiacency Determination with Non -TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by bernn/barrier., Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are 'iek:Lisi river miles from TNW.
Project waters arc ick Lis aerial (straight) miles from TN W.
Flow is from: Ficktis t.
Estimate approximate location of wetland as %vithin the Pick Liit floodplain.
(ii) Clienlical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check alt (lint apply):
❑ Riparian buffer. Characteristics (type, average width):
❑ Vegetation type /percent cover. Explain:
❑ Habitat-for:
❑ Federally Listed species. Explain findings:
❑ Fish /spawn areas. Explain findings:
❑ Other enviromnentally- sensitive species. Explain findings:
❑ Aquatichvildlife diversity. Explain findings: .
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: , ick Lis
Approximately ( ) acres'.in total are being considered in the cumulative analysis.

For each .wetland, specify the following:
Directly abuts? (YM) Size (in acres) Directly abuts? WN) Size -(in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands,adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the-tributary, in combination with, all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and /o• biological integity of.a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in.the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. Wis not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw,connections between the.features documented and the effects on the TNW, as identified in the Rapaaos Guidance-and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs,-or to reduce the amount of pollutants or flood haters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rcaringyoung�for species.that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
•' Does'the.tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity, of the TNW?
Note: the above list'of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly o Andirectly into TNWs. Explain
fi idings'of,presence or absence of significant nexus below, based on the tributary itself, then go to Section IILD: .
2. Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all ofits
adjacent-wetlands, then go to Section IILD: .
3. 'Significant nexus findings for wetlands adjacent to an RPW but that do not directly nbut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its - djaccilt wetlands, then go to
Section IILD: .
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERSAVETLANDS'ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all thavapply and provide size estimates in review area:
El TNWs: linear feet width (ft), Or, acres.
El Wetlands adjacent to "1NWs: acres.
T RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year -round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Ellijay Creek is shown on the -USGS map as perennial; the Unnamed Tributary to Ellijay Creek has a
well - defined channel approximately 2 feet wide and has good flow. ,
[� 'tributaries of'IN W where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is'provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: .

Provide estimates for jurisdictional waters in the review.arca (check all that apply):
® 'Tributary waters: 325 linear feet 10 width (11).
El Other non- wetland waters acres.
Identify type(s) of waters: .
Non -RPWss that flow directly or'indirectly into TNWs.
El Waterbody that is not a TN%V or an RP11', but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is.jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
0 Tributary waters: linear feet width (ft).
❑ Other non - Welland waters: acres.
Identify type(s) of waters: .
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs:
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
❑ Wetlands directly abutting an RPW where tributaries typically flow year- round. Provide data and rationale
indicating that tributary is perennial in Section 11I.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: .
❑ Wetlands directly abutting an RPW where tributaries typically flow "seasonally.- Provide data indicating that-tributary is
seasonal in Section 111.13 and rationale in Section 111.13.2, above. Provide rationale indicating that wetland is directly
abutting an RP \V: .
Provide.acreage estimates for jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting'an RPW that flow directly or indirectly into TNWs-
El
Wetlands that do not directly abut all RPW, but when considered in combination with the tributary to which they ire adjacent
and with similarly situated adjacent wcdands, haven significant nexus with a TN W are jurisidictional. Data supporting this
conclusion is provided at Section I I I.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to non- RPNI's that flow directly or indirectly into TNWs.
❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent'and
with.similarly situated adjacent wetlands, have a significant nexus wit1Ya TNW are jurisdictional. Data supporting this
`conclusion is provided at Section IM.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters'
As'a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
[� Demonstrate [fiat water is isolated with a nexus to commerce (see E below).
.E. ISOLATED ]INTERSTATE Oil INTRA- STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMIERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
0 which are or could be used for industrial purposes by industries in interstate commerce.
El Interstate isolated waters. Explain:
d Other factors. Explain:
"Sec Footnote # 3.
" To complete the analysis refer to the key in Section 111.13.6 of the Instructional Guidebook.
10 Prior.to asserting or declining CIVA- jurisdiction based "solely on this category, Corps Districts will elevate the action to Corps and EPA IIQ for
review consistent wilh the process described f r the Corps/rPA Memorandum Regarding CJJit Act Jurirdiclion-Folims -Ing Rapams.

Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
El Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
�] Wetlands: acres.
NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
El If potential wetlands•wcre assessed within the review area, these areas did not meet the criteria-in the 1987 Corps of Engineers
Welland Delineation N,Ianual and /or appropriate Regional Supplements.
❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "S11'ANCC." the review area would have been regulated based sole], on ilic
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus '-standard, where such a finding is required for jurisdiction. Explain:
❑ Other: (explain, if not covered above):, .
Provide acreage estimates for non jurisdictional waters in the review area, where the sole,potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
Judgment (check all that apply):
El Non: wetland waters (i.e., rivers, streams): linear feet width (I1).
❑ Lakes/ponds: acres.
OOther non - wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non - jurisdictional waters in-the review area that do not meet -the *'Significant Nexus" standard, where -such
a finding.is required forjurisdiction (check all that apply):
�] Non = wetland waters (i.e., rivers, streams): linear feet, width (A).
Lakes/ponds: acres.
Other non - wetland waters: acres. List type of aquatic resource:
El Wetlands: acres.
SECTION IV: DATA SOURCES,
A-. SUPPORTING DATA. Data-reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
® Maps, plans,.plols or plat subntitted.by or on behalf of the applicant /consuham:
El Data sheets prepared /submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets/delincation report.
❑ Office does not concur with data sheets/delincalion report.
.❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study: .
El IJ:S: Geological Survey HydrologicYAtlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
[] U.S. Geological Survey map(s). Cite scale & quad name:
[] USDA Natural Resources Conservation Service Soil Survey. Citation:
j] National wetlands inventory map(s). Cite name:
State /Local wetland inventory map(s):
❑ FEMA/FIRM maps: .
100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
® Photographs: ❑ Aerial (Name R Date): .
or. ® Other (Name & Date): Project Site September 25, 2013
❑ Previous determination(s). File no. and date of response letter:
Applicable /supporting case law: .
❑ Applicable /supporting scientific literature:
Other information (please specify): .
B. ADDITIONAL COMiMENTS TO SUPPORT JD: This 1D form includes Ellijay Creek and an Unnamed Tributary of Ellijay- Creck.
The two streams sections to,be impacted arc within less than 50 feet of each other and are similar in landscape position and vegetation cover.

NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No:
Comity: Macon
Project Tracking No. (Internal Use)
12- 08-0062
WBS No: 1713P. 14.R.68 Document: MCC /Attachment G
F. A. No: Funding: ® State ❑ Federal
Federal (USAGE) Permit Required? ® Yes ❑ No Permit Type: TVA permit
Project Description:
Replace Bridge No. 8 on SR 1001 (Ellijay Road) over Ellijay Creek with a cored slab bridge structure
with vertical abutments on the existing location and alignment. The project length is approximately 500
feet,, with the area of potential effects stretching 200 feet from each end of the bridge and 50 feet from
either side of the centerline of the roadway. The existing bridge is approximately 20 feet long by 25 feet
wide, and the proposed bridge will be 35 feet long by 26 feet wide.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, -and conclusions:
Review of HPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes was
conducted on 8/29/12. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in
the Area of Potential Effects (APE). The CRS also reviewed Macon County GIS and tax records which
yielded no properties over the age of fifty years old within (lie project APE. Additionally, Bridge no. 8,
built in 1967, has not yet been evaluated for the National Register- of Historic Places according to the
NCDOT Historic Bridge Survey. Bridge No. 8 is a standard bridge design indistinctive of any stylistic_or
engineering'significance. Thus, a survey is not required for this project.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
HPO quad maps, HPOweb GIS. mapping, Google maps and Macon County GIS and tax records are
considered valid tools for the purposes of determining the likelihood of historic resources being present.
A survey is not required for this project.
SUPPORT DOCUMENTATION
See attached: Map(s), Macon County GIS /tax records, photo of Bridge No. 8.
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED
ARCHAEOLOGY HISTORIC ARCHITECTURE (CIRCLE ONE)
1 121112--
Itural Resources Specialist
"No Sun -ey Required "formfor How Trimsporionon Projects os Qualified to the 1007 Programmatic Agreement.
NCDOT Archaeology & Historic Archilecture Groups

NO SURVEY REQUIRED FORAI
- PROJECT 1NFORTMATION
Project No: Strl1550008 County: Macon
Noject Tracking,%V (Internal Use)
12 -08 -0062
SEP 1 ? 2012
1VBSNo: 17BP.14.R.68 Document: Minimum Criteria Sheet
F.A. No: na Funding: ® State. 0 Federal DIVISION6!
x
Federal (USA CE) Permil Required? ® Yes ❑ No Permit Type: TVA, Attaclnnent G
Project Description:
The project calls for the replacement of Bridge No. 8 on SR 1001 (Ellija), Road) over EllUay Ci•eek in
Macon County. The archaeological Area of Potential Ejects (APE) for the project is defilied as a
400 foot (121.92 m) long corridor running 200 feel (60.96 nt) east and 200 feel (60.96 m) west along
SR.1001 fi-onr either end of Bridge No. 8. The corridor "is approximately 100, feet (30.48 nt) wide
extending 50 feet (15.24 nt) on either side -of SR 1001 front its present center.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, resulls of review, and conclusions:
Bridge No. 8 is cast of Franklin, west of Thorpe Lake, and, northeast of Cullasaja in the western portion.of
Macon County, North Carolina. It is plotted in the western half of the Corbin Knob USGS 7.5'
'togographic quadrangle (Figure 1).
A map review and site file search was conducted at the Office of State Archaeology (OSA) on September
'9, 2011. No previously recorded archaeological sites have been- identified within or adjacent to the APE,
but two sites (31MA153 and 31MA686) are recorded within a mile radius of the bridge. In addition,,no
existing National Register of Historic Places (NRIiP), State-Study Listed (SL), Locally Designated (LD),
Determined Eligible (DE), or Surveyed Site (SS) properties arc within or adjacent to the project area.
Topographic maps; USDA soil survey maps, aerial photographs (NC One Map),.historic maps (North
Carolina maps website), and Google Street View application were utilized to determine environmental
factors that may have contributed to historic or prehistoric settlement within the project limits and to
assess tlic.level of ground disturbance.
Bridge No. 8 and SR 1001cross Ellijay Creek roughly east to west. The creek drains west and southwest
into the Cullasaja River. These waterways are part of the Little Tennessee drainage basin. The project
area is situated within the Ellijay Creek floodplain and along an adjacent hillside slope to the southwest
(Figure 2). After passing under SR 1001, Ellijay Creek runs parallel with the road in the northwest
quadrant. The project area is forested south of (lie road, while open pasture is to the north. The hillside to
the:southwest has also been cut back to allow SR 1001 to pass. Overall, ground disturbance appears
minimal.
A review of the USDA soil survey map indicates that three soil types likely make up the APE (Figure 2).
The floodplain is composed of Arkaqua loam (ArA) and Toxaway loam (ToA). These soils are
characterized as.soinewhat poorly drained to very poorly drained oil slope of less than 2 percent. The
soils are also frequently flooded with a high water table at 1 to 2 ft (30 to 61 cm) below the surface. ,Due
to persistent wetness and flooding, these soils are generally not considered suitable for significant
I

IIF�I� ;�tlirfa
settlement activities. The'lullside slope to the southwest is probably composed of neighboring Chandler
gravelly fine sandy loam (CdE). Although hillside slope is present, the soil map marks it incorrectly as
part of the floodplain. Therefore, the soil map should be shifted slightly to the northeast. Chandler
gravelly fine sandy loam is somewhat excessively drained, but slope is steep at 30 to 50 percent.
Landforms with a slope of 15 percent or greater are not likely to yield significant archaeological sites.
A _background check of the site files show that very few investigations have been carried out in the
vicinity of the bridge with only two sites (31 MA 153 and 31 MA 686) being identified, both to the north
along North Prong Ellijay Creek. Prehistoric site 31 MA 153 was reported by a local collector in 1971 -and
subsequently never revisited. It is situated along the floodplain on well drained Rosman fine sandy loam.
It eligibility for the NRHP is unassessed. Site 31 MA686 was recorded in 2006 for the Ellijay Soil and
Water Project. This site consists of a small undated lithic scattered found on a ridge toe made up of the
well drained Evard -Cowee soil complex. It has been determined ineligible for the NRHP. Although oily
two sites have been found in'the area, it still suggests that any potential sites are going to be found on,well
drained and level landform.
The historic map review shows that early maps prior to the 20th century provide-few details concerning
the project area. Ivis not until the•early 20th century that maps become more reliable -for the region. The
1907 USGS Cowee topographic map illustrates a road similar to SR 1001 and several, structures including
Ellijay Church, which is still present and identified on the current Corbin Knob USGS map (see Figure 2;
Figure 4). Knowing the current location of the church is helpfiil as it allows for the 1907 road to be
plotted. The 1907 map shows the road running to the community of Elllijay before crossing Ellijay Creek
and passing southeast of the church. The current SR 1001 runs northwest of the church. As a result, the
1907 map depicts no road, crossing, or structures near the present bridge. Later maps such as the circa
1910 U.S. Postal and the circa 1933 Soils for Macon County show a modern alig►iment for SR 1001 and a
crossing over Ellijay Creek at or'near the present bridge (Figure 5 and 6). These maps also depict no
structures in the vicinity.of the crossing. From -this review, it seems unlikely for archaeological Aeposit
associated with former structures to be encountered' within the APE.
Brief Eiplanation of Why the available igformation provides a reliable, basis for reasonably predicting
that !here are no unidentified historic properlies in the APE:
The - defined archaeological APE' for the proposed replacement of Bridge No. 8 is located in the Ellijay
Creek floodplain and along steep hillside slope. It is unlikely significant archaeo logical, deposits will be
present within the current APE. This is based upon wet /frequently flooded soils and-slope greater than 15
percent within the project area. In addition, the review of historic maps suggest that no significant former
structures were once located near the bridge As long as impacts to the subsurface occur within the
defined APE, no further archaeological work is recommended for the replacement of Bridge No. 8 iu
Macon County. If construction should affect subsurface areas beyond the defined APE, further
archaeological consultation might be necessary.

12 -08 -0062
SUPPORT DOCUMENTATION
See attached: MAp(s), Previous Survey Info, Photos, Correspondence, Photocopy of notes from county
.survey.
FINDING 'BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED
ARCHAEOLOGY HISTORIC,ARCHII'ECTURE (CIRCLE ONE)
9/10/12
C. Damon Joiies
NCDOT Cultural Resources Specialist Date

----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
;
i
8:53:33 AM
R:\ 3215 \Bridge008 \Roodway \Prof \17SPI4R68- ROY_TSH.dgn
i
I
,
bgross
y
tl4aQ.a
09/08/99
n
(CONTRACT D ®®l9®
TIP
PROJECT:
17BP.14.R. 68
e
�
i
0
O
N
Ln
N
a
Om
c
t
m
ODA
=
Z
O
i
D
N
a 0
N
N
n�
i
r
D
N O O
D
O0z o C4
< o
m F_ 00
G) C)
w
11 II
s
o.
Z w � b
a cn N o a
CD
p a
o
o
6y r n
y 7 7
a
b �
b
n `A ti b TJ
O
`
D :� y
n Q '•b Qw � O.a
m o00
;
? II If if o
m
o c c
to
' a
o
b o 13q b
D c H Rag n$
n <��
%v �O
m En
2Z 0
v v
Am in
;
;
;
O
O
b O�
O
h
a a� ktJ
n
y
? t1
J•
V
DO
A�A
m
4�9
i
a0
�
y
tl4aQ.a
n h
n
x 49p'
4
� 4
e
i
n
a
;
;
O
O
b O�
O
h
a a� ktJ
n
y
? t1
J•
V
DO
A�A
m
4�9

3
D
0
0
O
D
N
N
1
U+ A
`a>
I T
n
0 osm
oc)D
C —
a xi r
� s0
ti
O (1
b =
N
�z
'o
i°
_PSH.dgn
I co
I c�
�2
N
n�
a
my
rn� _
�o
ti
�o x
I�
x
�O:OD
(A
N
�lV \
aN
<mNp fg�•IL G
N
�2
ID
f
IM
T 0 (�
o M_
I
I
w
IO
ti
tl 11 4p II II N
N�
KyK
a
� n
s s
A
t
"' R
a
m
AgG
� N
m
m
8N m
°aim
mm
rri
rn
m°
tj
N
Cr �
0
cn
o�
-�
tl 11 4p II II N
Yo O
tl
� n
s s
A
n
"' R
Ty
m
R
m x
n
O
to I
Ilmtl II U II V1
u 4i�wo'
.;,33 Q.
m Q
mZ
�2
-Ib m
rn
AN 7
Q
Or
s
= m
N
m ;a
m
D �
�
m O
3
-0'
F
2
F
0'
m Z
=
I
v
Im
r-z
_
IO
cntb
020
D� m
rn
N
0�0
I r
N
1
0 '
tl 11 4p II II N
Yo O
tl
nc A
A
n
"' R
Ty
II II II 11 II II �
R
m x
n
"
to I
Ilmtl II U II V1
u 4i�wo'
.;,33 Q.
m Q
y
1
y
0 '
'o
o'er$ Y
Yo O
O
V `
nc A
A
NAD 83, "
"' R
R
m x
x� d
to I
ID
.;,33 Q.
m Q
7
z� o
AN 7
Q

R''IZ 21e'Iidga008\ Road .ay \P,oj \I78PI4R68_ROr_PSH.dgn
S - iaa
I I-L -F; H
-rl +�-- rr�- �TITTf-�H+ -�iTr
�N,�r-l- =�'���
D � O -'C Q •C O � OQ
'
' I-
�.�=z--
'_
I-i-
rH_`rF;-LI- i�Fi
-r-J..
LI_ '�_I"'J_L}_I
-L'
' •
t ' -I ' ��- ; -� -�- : i_
� -I-^,-
�
-H-;+
- H- i- I+,-H.....
- 1_' -'_i 1"'_' __•_i+
I-�
rl_y__.1
-i-� -fTl-
� �{1� 'J -T 'J_J.L L'.
�= �;'1t-
O O O O �
rn;y �
i 2 2 �
J.uJ���`I
i =�
-{-}-
��!
rFH-
-r+.
'
�
-1 , , L ��� 'r •»- -' !- }�1- i� =��! }- =1-•I�
I --- J+ ' iJ- I- F!-trH _� -i !
-� -:rl- ' Fr1L�L'I = t-i -=-IT- �T_L -;�J
� � ,rTF� � i : � !-1-+f
•i-H-I_I t�'�-_�_{+HJ��
-J H_-I^+;?-- --I--�
�-
1-�-.. , Hsu_ il�.+�,_, -+t-�,
+r'_; -f_ �!-�1��J__t �1� -_ -' 1
-- I- l�-- T=
�� b b b � m N
- r '1 G Ci O Gi ITC =
O
� � g �
g N
�
�
FI_I'
'-i
1
rl ,-�
1�
_ rt�
_ -T ,
y _ Tfyrt - -� �- ��- '.- _�IT -_- f-L -_ � -' }T _i-•_
_ - rL','r t'�""!T_I__u�L11
1 _- i -J
r,- +N!�j
�
. ,Jy'_,
1- }_:_JLJ'J_ 1 1 } ''�' I'�1 ' 1 F'-
-Trri, ,
!- }-- F-i- -I
, ,
H--
;T'JJ
�J-�!
-C-I
Li- __+�- L= _i-i-• i_r-t= ' -'' + -�
LIB- }JJ- I�'J�' I Y� � -�- �, • , '-
,_•1 + I +j f: +i F, -�P
m � � ` 2 m
� � �
f� _
`�
1--
�� H_I-
LLI =� T_L7
+}'
-�
, , �1 -��
_ ^L L. -�, -H,T
'J- J _IJ_1
- - j- --- f- 1 -1-Fr, -I,�.
�.
J_LLL- •+ I__- I_LFI
H-
• L
Ir•- •J-• -'
� 2
_fit m
� �
$
�j `� m �
� �
�_,-TL
- ''��_
•J-:-
-''J-i
��� }�-�
�•_ J_L_
�''_'-
-- � _ �I -L � -i-~�� �-I-T 1 I �-' •�+��
L- _J- L_ ,C -�F�•! i-��
-T�-I- k�1==
I-�H�- rT� t
TI_ _
-��
: i-Fi
.ate
�- �
�_- '+I- �= !-- I- �I- rlTl -.r-�,
LF._.:J JJ_L J_ � -_�' 'J 1
�- �- �-i-�'
�•_i,-
;-�
�_-•� � m
�
- -I �T--
`LI
�_�
H '
}1- i' �_ �-r�+- I--- -;
�� rFi� IJ_F_uJ_ � , �- �- +F'- ;-i -L!- �I
it - F.
!r�IC,�L�,�i;��i+� !,-
'-4;-i '' t '�- '�,
r• `
I
-'-r- _ - }-- I�- _ ,- '-�_ -�
�r i- 'r�i - -1 �i •ham i'
-�L -� = -+I+
-' �' -
O
_r T 'to
N N N N
�f-H�-
N O
N N
+�
L'�
-
- _•�JJ�
}J^._I, � -J
-f= �-T-rr
r
'
T r
f
_t___ t- , L�'-•- - _ �L,_I
� �i ''H, _ +'r- - � _ �
-T y ( � F - f-;�,- � -r!-
T}
L�L- L' .LI�- ^I_'i
-- - ��_� � ,�
{�-I -• -I-� I H- -LI-`I
^�
I-,�_
- (; I
1 L�I _^ ^+-.Ji ^� ��
�-! -'-
, ,L' -r�-! '�� r�Tt_'_- i
Ir- J..1_ �" �u�!�i: =;� hia_t_�; =:
O
�r•� -� , rii,, ,
' (r- �
- LI-i-t f„ -} i� IT ,
'�,� -��` -� ; }�,_
:'�- '���._- � h-- - =-,
,-}-- -i- I-
++��- - rl-- -`f�,_ rCl -'�� �.!"' --�'
_ _!T'
2,
.{'.ate
_ - -
�-;
� -� - ��',_''�'���,�'-
� , _ �
_I_i -_ _:
_ � �
--!-!
h- ��'I�,
J_�:- ,LI_'•
�
1 ,
-• -F :_;
�O �
-;--�• - ,1 _L ' T • ,
+.- 1- t��TH� -I- rl i- i,- f_I�}�-1 , 1�-, J- { i -li-h
1- k����''- _ � � _ -!-, I H-i- �-iJ' -sf=: _�! -'#i = I�_�; -�
-,- , �- - - ' ; ' - i - : -H
_ , ' •- r� -(1-- 1 _ --7(-_^-��-
' _uJ_ t'1" ^- _ IiTi"_}-I'^I"I , _, "'
_ _ -1-_ . • - ! -i-' -, _ F -- }+i=_}
-m=� I, � t T
_1 -• '�J_I_ ' -' }{�
���- �I-- -�,'�` �Ti -�-IJ ____I
+H ' : , ,� � : I I LI-
t',, I-:"I -I-�
-.'_i
' L _}, -!_,)' - I
! -I-r
_ _L
t - _i,_;
-'
LI
' +-
I
IT° 1�- i +:_J.- i-^= -I �,_,.,- •-1-rr
_LL L - J� � I. -_FI_
-! ��-i _' T-I-•' _ =L
I ,_'I�-- '�i- •i -tl-�E �;i�• � r r
TJ_-.HLL:J�., '_'J�_�__,�_ L.
_LI .. '- ''- !_•_r!_' -1-" }-i :: ,
FI- FLT ='�: J- ,
_-- f,-
_µ i I �' - f-I-L=
1 -� L i� +i�=� H�- ;�� , '- !
"I'iT -!- i-t rt _T!'I- r•rl-
-•-�-
� -_
r
1-
-T-I-'
-
�_ ; , ''- !r,'-1=
Fi
-i
,- �F�- ,�F���
-'+T_-
1�FrI
=1_
�
'�"' _•_L�" _ _ 't-1
,T:-I ,+ b � � •- . �'TL
- Fr Eta Z t(il_ i i X S 1 F}+
!'S =C-I- '�-•"- J_
_L - _'T -Lf-
!-_
F' T �� 1 _ _ :�
' + -_ =�I-
F��- f- i�- �+?T• -f"�
T FI i I_i
TJ_ I_ 1
_ _'_:_ I_ f=�
� _�� J- r �
Lr��! -�T�J L
�'
F _
!_ -
� _
_ �t-�- rHJ-:'r� --�"I� I-,- ',- �-7-L' -
,� � �-�- rr:-- ,- r:..._ -T._.•
J i- F J F F-•, uJ - --T
J_ 1
[ 1_,_
=L,+
�
�J_L , ��
L �_ '
r� ��- •-
�` -�--�
_
� j��- I =� = =� =i= ��I��H -�h3 •-��_:
� •-
+
p
•J,_111 '
-r�, I''F�I_I
�-�,--
-�
T,
-fir: ,_ -_
L- _____-
'__1�L :_I_ �,,�, _ J__�I _ L
� �.�T' 4..,_ rli, ,, F• • .
J :..L'
�-4it^- ' r
, ,
S J_t_.- �'•- t_:_:-
� li--.. -t-1 -� r I ! • rHi.
- '_TTY- ^+!' -} �_ ____I +,_l+!�'��,
F�•�f -'-i -r , I��I�
- ����-
'J f�r
JJy^'- '- '-
,i=�!T•rn
'-`"- �J' -'_ J+�^7!-j-1�T,
rf_-I
�f_=1 ���-i_r�i
i = y I-1 -• I H , I ,-It'- }- [I'^ }'IIr- '��- , ^'_IJL}�I
,�'i-!±iTJ -. `-I , ,-�-LI . -!-'-
-L! 1 ' _ -t-
�'--J' y� -_
I - I-i-'-
' ' '_L 1'! --' J'- i�LLLI+'I I i i . I
, F, i --,- n- -'-r=
-f-
'�-1 -F,
.. , ,�
-- J J r:=.-, , �;
�r -F
r,-H-
'-I LF,
�� -I�I�LL
�+I -,}_j
-- �-�
-�IJ -' �=
'
1.i'L�, -�-
�JS-r �-i
f
-�}+
;.L- f�-
' -I �l�•c _`�`�_7 �� �i"y+ a _L � JF�•�{L_'
�- 4i� � j- �-�• ' f_:T
�--,__ _ �' _IT•__�- r -
r�pl,'_', -Hil �- =• 1'I -N --F: -' 1 -:- I hi
-- I-"
� � �
µ'�� 1, -
'i -I,+�'-
�`� �__' -�-�- 1 _- jL. ='L-iL _
_ I_' -1�� i-�,Tr -
._._, -_�`-
H=-L 1-' H� i=1-:-
'� +- �}- • -I —,f ,
}_r' �
1H-
- ,_w ii��.- _�--i- �_ __ L fT-I- ,_I��' :��•
F" :� J } -H_:T
„- !- L!- !-- i- I�r -l:-1-
- ,
O
Frr '1 _; � ,rN��
-h !-i-' , t 1-L . -•� :_I
r� =�_L_
l -r�- ,_-I�- I-
'-1 �-r- !��_�'_TF'�
�yT _FtT
_j -- i ' -'' - I � i J :
-�' 11! 1 - _i-
- I-IJ��
rnr_i-'1
L te' _ � _
_
_i_�_'._ _ ^�''I m.�rl ,
�-I -1-i •�y- . ;_JJN IvU '�.L - I
1- -�1TI L- L_
°t- f'�I� ,� ~
� _ L`, t
_
r II ri 2i �' NvL� ' ::-H+� _ -� •!�
_ �i , __ I_ '-', }-I-4 �<T! �J • ,-, I-�, � i-h
,�.-L i -=_Nur�- r ..
.G-;�� ;} �
• I -IT,r J_L
_LU_t= n -L_ � r,
, , Isi ^r. ��r.
'�_= 1Irl
, '
f+ F
_ �I
JL F}+ 17-=
_ - !+H
' -I-I
, i�� l - -I-
1-� '-i��� ��-� -i-:-
O
_
_>_._
JJ- LI- LL
-� -I1 �_±f+l?�� 1 =i
_, J_
_ 1 ( ' L!J_
_
-�-
III1 :
�-}�
�Ti, -. --1-
�_� � I�i_I
_
I
I_ �J � 17T�,il -- I- r���TJILJJ� I ��_
�- _ 1 '� -- I- I- !" }_I -rr ,�I_IJ "T-!- I �.__:
--'�,s
_ -
T'- 7 -Irn -) r Ir r -I-�- -f-;�!
_Lr _ -= 'zzrn.JC_ =c{ -I - I� -!-, -'
`
?, —'
I - ! - } i rr�-f _O
� ' LLENO= BR/OGE Lr_1J�2T�� O i`�
Imo_
L-�I= 'L^, ," J_' =II-�_
L J-. -'- r I-
I �-
�- r1; , !- -� �
j _-F!-
=
''
-;
'I Lr �F_'_:_ =- J -•- ' - --
-� __j =1_I � L!- _L__.J_ � �JJ_� -•- L
r -, r�-'= , '
� '�!_^ �i - H-- t- !�;,T_Ti=- -I „ - -: - -
�T7 =i-'`� :�_
�_
+F:;+L +H-
'J-LH i : F,
�-I -'- - LI' -r;'
�_eJ_�,
�L �!-h, 1 II 1 _ _ _ 11• -r _ �j_, _
� li� '�- - I I��T�r�r- 'm $- •}_�''-}�1'�:- -t--1-
�:iaj�_
_H_ir- ,- C��F:, LL"i
I , . :.�,,_, -, H.;
r-
_
-}�-
, ' i r:i- ;T��
. , , J- Li +' -}r,� - i-+�-t =i•
1=i �J
_
!-!+
, r F , . -4 -r
'- , ,
= =H �; i
!1 i
J
��
-H -N
�,�I-�F,��F_�,j
- J- 1-1- '+r,'--1+1-_'�v-
_
-! _if - 1=1 I�uFU H- i:: .t�T� -: iy
♦�'_”, -- ���nl I _ ,
I �'- •.:- F,
-� -(-• - l-rf
�-�-' r- r
__
�-%!- 'G
i
-I�:' -- -L'= �-L-; li� - -- -,� u-- -_u—i-
I-I i�= !1r•� -, -:-1 L_t- -i-r=-! -i-:
1
-rH�
p
!- !,+I-' __• { � E
L� J7
- i` -
H-'- J1,
-!�-
�`;
- -,
'�j��
iy
�
J =1� �I �F'rp,�_�
Or -1 ��;
-_ _ul. ,�--,
�
�� ='yr_I �'°
�I 4_ 1-i�
T
u_r� -rrF� ,- _ t
� �,T��+�r- `�
- T��TI,�
_'""�Ji
k'
-i t �fl_r yL�i"ITri',�T_.• I : i ' I_F:
, H-I-•� , - _ _�!__H , --_I !`i�,�`• -rte
� � ' , �;T-- r-;, --
_
�' I - -~' + ;-r- -I- 4 -, -FL
+,T�- f-'-LH ' I- I-'-h-
'
LI
I ' rl -�- t-
!- r- l,-!
I-F'' -F;
- -F
� -•-r_I L
� .-i�- i�-H- �
' - _- F'�?1
Fh , ,-H , _ � ,-I- - r
1-i-r I -, OI-'- - j-'- -1 r a� -� ,
- -��� 1 ��_- -I v'•.- �
TT-FI -T�-T.
i -L � �
-1-- n i =J-
H -{1-.-
- f->�L� - - rF•�.;
�1_ _J_. 1 -�T �� �� J_�;_�i -s
--i-H- LI_'-, , . , ' r^-rh
T,-{--
+H
T--- I- i7�Fl -� -i --
, r � T FF
,_i. �_!-Ir•- �'-F ' i ?; � 'T-%
-I
FI '
l� I � !- ,�T�� -F; �}- -- I
r; _ �-'-1, - --
+
00
--
F_.J_LaJ_ _- -!-f_+ L =='-^u
,- -:_'" ,7-�f- _
1
�', �'i-: '� F• -=11
i �-'-I- F�-_r'
-r r , r:, -I"F,
-1=-rL ! =1--'=
, '-', r�
1
i+! -I-�
lr-I+Z .-N:y•* -1-1'- -� -i_' ". , -iT i--, �rW iyL
', I n, '�,-t�r -1� � : �.��� ;-i-i =� Tm_>TTI�� -I1. _��� 1_i-t'
L IJ ICJ }i- !' --! +i
LFLI'i-I- {_'_T_ IS- _'L�.�r
i i+F_,=_: -1- ,_�_i -_F
+-L
L
F',� -i r!- �-i�J-'1
!� i_•�__- !- :,'Ii-:_ -I
�_,���' ', -'�-' ' ' , •-�'=1•:L,..�;�J..�L
- -
�,�}_, .Ir�!_L1h• t,T;-
H-1
y
_1
_ J
1.; �' J_ LI -:=•�
-i'- ,L_'_H- , r- i -_{-�'
,_^�,�.-7 i , , '�' t '- .!= 1_!_.iTIJJ_- ri;'+_
��-
L'_ _
I : I��
-'
-, -1-
_,_Tr1
�-�,�i f
+,ELL F:_L
-1 ' �_IJ...'
11rIIJJ-}} •,
L�'r �-' J -L - - -- - Z+ -�'_T� riT�I-
- !-IT} -(_!TI , �F! -}^f END-' ii/iI�,1.
i�: -�IJ- f -iTT
-�
��_1,�-
�, -,yLr
�- }- {--} -� T -I -']J -, , T•'i^ i ,_,_
!J1f
~�L�-_ - -_ = J_I_F•-
01
+
p
_{�1
- i �-f -1 'tT}- , IJ_L{L--
-
��__�'
-_
''
�'!
FI_'
-L�I�L
H �H;- '- '.'__iT'
I_i _`LI_I
FI -_ j= 'L,J1�i-T LH�F,ii..I.�.l j'-i'I -rri -' FI -!-_'
��I'-F�J +- -
+_
I_jJ.
��.TTI ���- �-�L�I ���
i
ri " -If• L.
O
'-I µ� }''T' I 1 L�
IT -F, • rl-' , —, y L
_- r__- ' ,
_
�
+_
I',�' Ii-
� =I ,_i
` .�,-_
•Ti
F- "�_:"},�, '-f�""
h j . , ,�1
I-r . � -
_�__
r
I -r!T:
'_LLI'_`I H'='
i-' - L��
-i_ I _ H -i H=}!t Hr!T.
� TI� -, f �i_ -l= �. L_ I
!�
J —J -L _! _r_r�1 =1 T, , !_
-H -: T ; '!
LL- L_�-'- .!f_LL JJ_LL_.r_
_T�,
- LI_�r'�= •_'_r!� T"r'_LLL
- = - -- T L J_ -.LI
- '�_�J_ rJ_LI_'_= �L.11_L, J_.�J -:
�— H- LU- •- I� -�-• �-�-_
'H !-, �`_- �_L
I'y I -- -' 1 , -.-�"
=!-'r -i , H�! •'"I" -
H==
'�
�1-
-_ - -i =_
J'rl _
r �-
•
-J-
'- 1-LL'-i,r
-f 1 I --
__!� _ _J_'
`-F-c
'I-
i'!-LF t!
' -I �•� -'J- n
�..!
' FT'�+
_
• _
,- 1 -�-� -'
I _
- ='-_I_
�I _ i
IT!"F
'±
' _ -- - i=--j� r'.�L ; :Ti�I1�-r ��. � !- ��, = r!�H
�J
- •�I ';'}' - C7- _!rII�' Z-r -I- -I +r-
J_^ _ I1,11 J1�- i_ rJ'- __ -__ � _ i��T
�-� f-H- -- -F', !-- _ �J= r�-� -Ia FI-i=
--t-!, r--- 1_
-' ' :; -F=-f T-}-' 1-i I - r �- i-- -i-' -�
=� r =�;-
=- - �; =-Fi'_ ,
i +•,"._ i
I ,T! -- )7-
_' (T^� IT-rl T�, I`� {! -
rrr-FF}-iI_rrf r
•1- I-L
-f_ r! ' I-i-
,�T :-ILL
- - -F'
"iT-
I
i=
-1 _-I-
F!-`-
�'
'r it FF' : =;-i_, I _LI-'r
E•I'- !-!-.- !- "'_'__`iJ "_.r'_J_I I_T
'��1I f) -:- _- L'JJ -._L J_ i-L' LI__� -1 �7
-i-
- T^ .1__H-� '[_' -i i- •'^I.
- -L'i-- -LL J- __°_;. a -L
� �=`- I
-T - -
- I -�-�'
=-I _ _
--I-I � _ N
N_- -•�- -1•
1 , -,
� , � -t - -f- I+�JrC
T - - - -rl �� _ FI !•I-,�I�t
�;- ELI
'
r
r 1- ! : ' '- I�+i-i+ •
:, -i -I I , ! -H, :-+-!=
r+�. , =L� -FH
*-!-IT
L' -
FtJ -F-=Fi
-r'
rt -I
- Fi
r
, I
J :_L:.- -I
=1
. I- f- I- fJ-•-'r!+
n i
kf_O
-I
H -�� - - rO`� - �, , hO_ i-I-L ���,
!-�_• ;-H ',�'�� F - FH--rH -�r 1-T== '-trh; ��,j=
� i , '- ri
},_ rrr• -r ,' -� a+ 'fir i-ii
r• �- '.�'_,'_H+� �
1�( =H -- _f i�
i-�+'-i- I- '-{-I -{-- rF-! } }! rirJ_',JJELI-
kI '!-ri- ITtri- L�,� -, ,
=�� I -� _C�"�'� LL L'L•
',J
i�
';-!T!
F, -1 -FH I
_'.' -_ � _LL � _;�i -� r:
I-'-k- -'- +; • . H-�-F' "f-I_: -7-i.
-F!T_ _ - =1-!�Fi-- f- `''ri- I- -•_'_T -i_I- ��n�
- 'Llr�', _IJr��- 1.u'- ri- Il- : -�T_
'�
LTI-f�I- I , L - ,
'
��
�
��
�-
���
� � 4 L,- . � FI -�-!' i' �.�_
" _' .'i:J"'_
-1_� LL_`�•.{�I "-`'
!T-
I
L�1�'
LI-='-'
r! -n �;-i_
J!� --
!
-H-'- i -i - '- =;-_-'+'-i
-- '-;-r:� ++-.
"H�
J_ -1
f �
� •
I r-Fi Fi FFH-- I
' .� -' J- '-:-1-
ii!
•
-I .t _
-rZ,_ _I1
H+ -H
I,�-
I I- , H - --' i- 1=-
rL'• �' j
�,_-
- (-- �! +L�T -� �� . I-I�..
TF+ �
'
_
'
- Fi- + -r(�±
I- I-F� +I I- -HTr, -r �i
1 - -T�H
rl_ ,- _�J_I- =!• -• , -I-
, •
'{ ' ! � H�
� _
LH-
-r! -Finn- rrr -r, ��-! -I _r- I�},�'- I�- _,- 'r!Trl-
i -u-��, {�I I-- _L!T' —'J_ . .
'—
J1JJ_�t�— .1��L{ —IJTI- - 1- ��L�.! -I-JF,
i ' —�_"
-i-=FI , Thh!==
{-J_
H+H=+H
L
, I -L '
-�-^
I
I T-+- - - -fir 1�L'LI
•I I'L_ -' ��I- L-r,__ -F'_ _ _ �'_ _ 14
-__._'
, i
�_._._Li!r� fL,�_ --
_H ,
�LI_. —' �l�L• f- •y —� —, , 1�-
J_I _v I
I- -�1T M
- I- I+}- H- -1-t-•- 1- 1- I-I-H-•!-+�1- I -=',
,_.� i ' _
'-L -�L�' -:-�i
+
- I =rTTTH
-n
!_
, ,
_ i -.�
' �_
_ y- �'_'_r`r"�'
r Fi+•-
-
J.:-I-
i -H ,
'--HT - •3-'_I'+_! +,_- __'TIT: -_ . h'J- - `{---
- '- '--I-- - - -- H =; F.r' i_r� -Fi_ = _• - }- I-'-1- -F:J
I -__ � n -i-i- - i= J~-h -L'- I�+--r FLT-
-Ti= -rrJ -, I�
_i_�: -•_FHJ I: .�_
' =�! -� ���
_f ITS
I' '_j
-
- - -_ r'! _'_I�! -i'F�, I_- -_t-"I_-. 4-I
_L_i L.�I 1_L i i- _ ;1
�-hH_- � }-'-i -'t L 1- {i-- ..'-F! - �'-�r
�j- '�{' {F-i
rrrL •-
_l7 -t=�TH . , i- � ,J_j-
:J:rL }H»-
J- -L -r-
L_Tr�, �I-^rl
�_��H�}._
-
+'
"T_T_1
-1- I-:
H I_
-= 1 '�_:J,•i�HTI
_�I -;J_
44H�'- 1��,7_`~�
� � rrLr IT:'�� r'.-�- �' '-�_'
u_! • TLTF( �L _G �L ?-,
I_ I �i i i- 1 -r' ' f- I - -i�ryl-
1
!= HJ_�- �TF�..1� .
-��e
� =- _
ITrI --,—'
.
I-
I-� H i ._r f I �"C'.L__ : - }ter
N
O
I(-I� �H�- -r•�-
I- t'�_rL -k1 J`_- .- .,-I-iJ-
--ii
}
�L.H_y H . - _♦~Jy�L, L 1-I •
J : T;
^I_'.'
- -r,
u '
'
--1
1
-'-1-
I-� -!-I
- �•'FI
.. ..
� - -
-'L�Li _ IHi ' -� - -{- }1Ti'iT(
, !- i- := ^.•_, Z�:,_L , f- '�I- ;=!_FI '. , : -I
``iJ }, -'
- =LT- __
I-� fJ
TU 1= •_:-:-,y-:-I-F 1;v
z
N
f
-_
V
:i � ,- _:J_u
; '-H-H
: f-��!7
__•,�
: Fes'_
J- Lr' - " -� l:JJ_ " H JJ � }:!-' H_- �I =T4"i ja"r -' TI�I-_-(_
, 4
, : I -1- i� o
I_L
-=:-'�
m
1
o
_
� =
1_..,_'_ -.ter
'-- '•'T'-: --' -, � , � �
,
I ' ;-
� '
m
z
C'
3
• �t`� I��:
7 l i
F' ���
�=
-� -
-i i
.tL I = - i H , ;-F I-H =r
I�� r,_i��^
Fr! it=y_� •�
O
r��l
N
Q
Z
N
O
F
Y? E
„ ID
?f�
o
- t- I-J- '- ' -i�'� ' - � li,� {�- f� -Fi,^-
F r r �
_i- -
�--��� i-!-�, '�-
'y�-rr
-�-r�� -' :�-hTH +1 -H,� :
��•-iT � '� r- i- !- i-= (-
r,���= tD-
D
Gqa^ R°
c c
, , .
I � 1
O
=
o
I
1
i
I
i
}
I
O`
�����•

o 2
1,
:2
Ix
O
- = a:
4
ilz i`� i
-2
mg
'Wr
Z
It'
. . . . . . . . . . . . . .
. . .
. .
- = a:
ilz i`� i
-2
mg
'Wr
Z
It'
.1 ar
iz" iz
o
ix
O
5 5
Z5
BERRY PRONG
SF-55.Q000 P­J-t
-2
mg
'Wr
CA
ix
i—j—MFT
isSi;o 1 R I-
t
iin
H` T
M
ia
(71
M
0
7-
L
_j o.
4:-i+I_Lj
Ij
i—j—MFT
isSi;o 1 R I-
H` T
M
M
7-
4:-i+I_Lj
Fr-
. . . . . . . . . . . .
..
..... ......
..
. .
-TI
:7-
7
......
.....
4,
c
� T=IT
F
-
-
I :A
I IIJ
54
j -I' 1H'
I'-
- / -!T
13
n
li'a
+ +
X
CN
41
+
F1
-L4-
00
7L
5
4#1 #�tzt#
T
-O'O*T- icr
i J-1 -11
:37& 9�9 --o
00
+,9L
00
SL
00
00
£t
00
+1 ZL
00+
Ij

--------------------------------------
-----------------------------------------------------------=-------------------------------------------------------------------------------
8:46-59 AM
R: \3215 \Bridge008 \Roadway \Pro j \17BP14R68- REU- TSH.dgn
bQro55
©9/08/99
CONTRA o TIP PROJEC . 17BIPo1117IoR.65"
cB c�
i�
n
oa
h�
O
�z
y
Q
h
�y
ba
ar
b•o
ti
b
�vn
00 1
o�
4
�k
O l
O
D
N
v
O
>
A
O
'if
_ O
m
N'
O
m
n
r-
=
O
o 0
D
Z
N
0
0
ti7
II
II Z
N
O
�
O
O
O
n
oa
h�
O
�z
y
Q
h
�y
ba
ar
b•o
ti
b
�vn
00 1
o�
4
�k
O l
O
D
N
v
O
>
b
m
T r) z
„y2
o
G1 (�
II
II Z
S
o9 tea°
.�O
T /0y . V
N a
O
b
n
n
0
�
v
ro C
D
n
oa
h�
O
�z
y
Q
h
�y
ba
ar
b•o
ti
b
�vn
00 1
o�
4
�k
O l
O
's
N
L1
ab
O
>
o
n
„y2
n b
O
n
o9 tea°
.�O
T /0y . V
n G7
O
b
n
n
0
�
v
ro C
D
m
oo
ri
O
?
II
II
+ o
11
m
0
0 0
a
h
I
�
ro
S�
1
a
R.,
a
O
b
n
ry
m
H ca
c
O
AQ
Hvc
b �
�1
Si
m
in
v
b
Z
Ell
y
It'1
7
a
n
oa
h�
O
�z
y
Q
h
�y
ba
ar
b•o
ti
b
�vn
00 1
o�
4
�k
O l
O
's
N
L1
ab
m
yyvaave
a s
O
n
o9 tea°
.�O
T /0y . V
n G7
�^
Oy
n
oa
h�
O
�z
y
Q
h
�y
ba
ar
b•o
ti
b
�vn
00 1
o�
4
�k
O l
O
CO)
N
O
a
� � o
O � �
a a�
a
n
C
P�
v d
vn
�a
(d)
�a
� a0
a
y
A �
A
P & J
V a
W �
� a
w�
� c
00
a
's
1
m
o
+ o
`1El
h
I
S�
1
\ o
b �
CO)
N
O
a
� � o
O � �
a a�
a
n
C
P�
v d
vn
�a
(d)
�a
� a0
a
y
A �
A
P & J
V a
W �
� a
w�
� c
00
a

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
REVISIONS
A
:4
:\Ul%\e,.dgoOOS\Rood..,j\P,cj\17BP14R68-REu PSH.Cjqn
8/17/qq
m CO z co
o
(n (n cn
Lrl
0 F
A LrI
O.
Z 7z I—P I
#
z
TF-F--i FF-_� 11-$.,
Z 0 M
jt F b:=­ j- I 1 M,m Ln 0) <
4 M D
rq
#z- 0
CC) :D -.4 —
/F
Ili 0
�. =EFF1 M Ln
CO
W
M G
-6
m MI CJj
-
-H—[-.— - + H
T
L_MH
:P
i MtLi+
TMI_ MI ------
... ..... ...
- -17F
A-I Fr�- T �Tl_ L
=7 MI
F
L
T —IM
J,
T,
m --- 1-
MI-
1:1: -17 --M -, ME11,
F-IT
!t
T_ _. -I:
0 1: 11 f 11, -T 1J:
Tt
-u
t!:!:I- t r! - =-
"L, I+
j: t F
-T -11: +
_!7
T
. . . . . . . . . . . .
:T
J- T
T M. ;+
Ti-
X
l­
T_
T T
T
-1— _J: t ------ 7 -------
L; 2-
_:]H
T:
L lt l=,,±
Al:
T
MIF -
±4 -,T
FIT
P�=; I
+
L
T.-
--L: T- F
r ++. -14.4- =1;.! r ' _!_TfT _!_: :_ =l =a _ -_E_k �1 =1 :N :; C. ,_
IT
-F-
T
—1-1, IS
01rT, A -IF I
H­: X i- --f- --::T
w IT Tl
p
El
T
--
TIrr-
_E
!
4 I T: t
I
# E 44
IL
L) LZ
'I-00
PRONG BERRY PRU
ELIJAY CR EK
O
7,
C-)
r, CD __o C6
M JN
Fo
a; 4, LA
11l ♦ :.�Z� Z�u
tv
:0-1-c3c>
it I] " Il 11
�D C>
ti
uuuun
Zi
C')
-- I jz�
o CZ
Ul M
M M
Zti
zt
(7)
0
o
z 0
No
M
_!I T T
TF-111 1
-111 -
1-71"IT T
-1-1- +
+14=-
L) LZ
'I-00
PRONG BERRY PRU
ELIJAY CR EK
O
7,
C-)
r, CD __o C6
M JN
Fo
a; 4, LA
11l ♦ :.�Z� Z�u
tv
:0-1-c3c>
it I] " Il 11
�D C>
ti
uuuun
Zi
C')
-- I jz�
o CZ
Ul M
M M
Zti
zt
(7)
0
o
z 0
No
M

1.x,1 CO OJ 'J �UTAW N�
('o n'sO-oZCnZCnc»ZC�
rT -
- mm��m 0z0Cl) z
- IDO --1r -> OT.- �ImDrC/)
rrnm
M -i
�J M==m- cOX> --4 --4—n+
DDm> ::E0zz -i r��
ozm- 5- i- i�mmDm
O��Om=xm -Oo zx
°C,�C) m��pZ.�O
° C)
Z�W0G)XoD°n -10
�CoM v -ioDQm�
�z
m 9Tm
i ZKO rcpo°m° )nm
Oro C�cr Z�
m _
E 0(n p -iZmn
— 1pCn —I �m>O:r +(fin
X ynTc =TrOmD-
w �c m- nm�pZ,O
r 2 n X r T p O° Z
Z K- n m O Z Z Z
Dm�z ODxOZ °p
m r m 5 Z° r-0 X O
D mZ mOOXm9mZ
m 0 0 z zm m—
-�
O Z ::j00 --ioDz
0 � O n�Z
-< 0 c+Zci
.� -a gee S ^ ^�, =•� 5.5�;;e •S_� "$V _> ^ c�A sLPl �:_ 9•;g$e• awe =�' n u � g'wz�
>• --3 o" ° 2. s3s a•$ �� °� o $'" e=. 3�3 • ° 3 �°of n
'O q'3
a° �`�. X'' oO••O,o ��o S' ° ° �° s ° ° sS' a ae 4 �` e ° 3 s a•a n Z� w Tcm° 2 a33_ �•e nn,
a = °3� o' >°-.m� -.�'$� oo ^.� u" � ��o � s -, � � n�yu�F: o'Et "P.�'' _• �" 3�,.$oF.
$�4� �n ig� $3m os'owa'$�ai'� �•a =�o7'3S8 a4o G'
20- Pn��y yPn Yn-� Yo" gXS Sig Z =a,A 2'
fop, ,°-.i� 3nr°�ic
�000Z- <iZ-
g Z-
2 5'T 3
s a.$o5 °' 3�4� aeR _ '=e 4qm ✓R�3o'O aNa• o °� 3 �6n>z - f - B.Soo �•�
;yo 64' -.c. ary
e$;�n °n= n of 3•°$ az ;� =ono os S. m 3m a'� 3r,-a
iS' -o °�a b°''S6 ,.Si ta= "z. °moo'w S°•�$ ' �$_� a joyo2 $off ° �°+?° 3
S °ego
CL
rr
n'�. - 'yvo •oaL ^on c °a. ?ay"Oy a% 4' ..o.•o, °o•,e� .30 �• =a -� - u ate° -. 5'>
S_ °Ra gSo,'ne"� o.•�$ ° - " " >m 3oR�ua -a °�1O °oo,3i, .si 2 f �1 g',sm
9'3 a's ° 02
�a•4. °m�RSc o a �o so S.dn oos.S?.
�. - •, °
° Y
r m
C7 2
Z
Z
G)
I I
L
t-)
U�
Q
r
0
ITS
Fog
O
s � m
� 7
O �
m
zOc
m
p
m
�—Djr=
Z_
D
z
cf)
z m Z
m
�02
O
Z
m
'�
M
m
�Om
r
m
Z °
E: -n
/
D
z
Nr"�
mc.
°
NZ�
morn
<
M
n cn
m
Dim
r
D
m
�m0
z o
z
r
O
cDn0m
o
1 l
Dczim
°o
z T
m
mmm
m�=°
1
0
1
0
Dom
XZz
<m
D
z
O7m
m
tZ�
D2io
1
m G) D
� -Z
Z z
OSr
-0 rn�)
Oc cn
O�W
\
�m,-
Dgm
z
z p
.� -a gee S ^ ^�, =•� 5.5�;;e •S_� "$V _> ^ c�A sLPl �:_ 9•;g$e• awe =�' n u � g'wz�
>• --3 o" ° 2. s3s a•$ �� °� o $'" e=. 3�3 • ° 3 �°of n
'O q'3
a° �`�. X'' oO••O,o ��o S' ° ° �° s ° ° sS' a ae 4 �` e ° 3 s a•a n Z� w Tcm° 2 a33_ �•e nn,
a = °3� o' >°-.m� -.�'$� oo ^.� u" � ��o � s -, � � n�yu�F: o'Et "P.�'' _• �" 3�,.$oF.
$�4� �n ig� $3m os'owa'$�ai'� �•a =�o7'3S8 a4o G'
20- Pn��y yPn Yn-� Yo" gXS Sig Z =a,A 2'
fop, ,°-.i� 3nr°�ic
�000Z- <iZ-
g Z-
2 5'T 3
s a.$o5 °' 3�4� aeR _ '=e 4qm ✓R�3o'O aNa• o °� 3 �6n>z - f - B.Soo �•�
;yo 64' -.c. ary
e$;�n °n= n of 3•°$ az ;� =ono os S. m 3m a'� 3r,-a
iS' -o °�a b°''S6 ,.Si ta= "z. °moo'w S°•�$ ' �$_� a joyo2 $off ° �°+?° 3
S °ego
CL
rr
n'�. - 'yvo •oaL ^on c °a. ?ay"Oy a% 4' ..o.•o, °o•,e� .30 �• =a -� - u ate° -. 5'>
S_ °Ra gSo,'ne"� o.•�$ ° - " " >m 3oR�ua -a °�1O °oo,3i, .si 2 f �1 g',sm
9'3 a's ° 02
�a•4. °m�RSc o a �o so S.dn oos.S?.
�. - •, °
° Y
r m
C7 2
Z
Z
G)
I I
L
t-)
U�
Q
r
0
ITS
Fog
O
s � m
� 7
O �

REVISIONS
Ri53115\ B. idgo008 \Roed-ay \Pro,l \178P14R68_REU PSH.dgn 8/17/99
F
nlovolRT o N:oPOixr ,
OF REND °g OF BEND
9G
H
o °
HEAD OF RIFFLC �\ READ OF RIFFLC
a
� e
Cl) 12,� T
�o -
o 'S v
H Y
r TAIL OF RIFFLE TAIL OF RIFFLC
m <
s D
D r
OCGINNING OF POOL T\ OCGINNING OF POOL ..°
O r M
MMIDPOINT m S NIOPOINT q
2 .n g OF BEND OF DCND r aCa
z � �
171 m r
D
M CA
CND OF POOL ENO OF POOL �f °y
1-i O 4 4
Dz RAOIU$
r HE" OF RIFFLC NERD OF'RIFFLE
�COb v
NOILD
H
'm r rmL`a
W ms&
O
W .°
WA
N U1 C
Z
r, m
r m z FLT•
a a m Sys
z zo Cl)
m
zc
G C') O°
C g��
z-
N
L W � a° •� m
° C ZA
A a aw
==m b w a C r
"' a Zn • a
11- 7D °
m r
zm
ac e° a
m
m
Ar
H g +� 4r c `+ij op ei
i Fq
€H \
�o
°
imuio�
inuu�
INIY1�9
-
111�19�
-
innio�
Illflll��.
IIIIIIIII

r_______
REVISIONS
Ri53l \8r,dgo 008 \Rood.oy \P.o,I \176P14R68_REU PSH.dgn 8717794
0
a
m m m
>xiD Nz
z� zc
mM m* S
� 1 N
Fn.�B
c ^aaT "s
O Mnyg
� s ^ >m Q'^•
�n
�
i °N-04- "—!g2 GM O 2
�.cswa
F
•• "� ii'i i ii
p0:4000•.••••
�JJJ 4f:••.4•• � 4 v
•.AMMAM:tiurii0
A •�.:4 •j00.
R
I�
a
z
M q Ep 0 D"KIVLL
} wi
.r
r
m
OMKFULL
CD
ono
rn s� m
Ch
r m =r
ars "car" m z
• 3 °e TAN w N cam a ^o fn k �Ta
'om "a
sus �e
`rR
m
w
gym'`
7
�m
m
'�C
Cl)
;m'-
_-
�
m
a:
N
n
y
D
A,
y
?
A
GZu &��RoS�R
_C
b
n
SkN
m
^
§�
�N•s
m
-
�a s
�r
te=e e
a
'P
0
a
m m m
>xiD Nz
z� zc
mM m* S
� 1 N
Fn.�B
c ^aaT "s
O Mnyg
� s ^ >m Q'^•
�n
�
i °N-04- "—!g2 GM O 2
�.cswa
F
•• "� ii'i i ii
p0:4000•.••••
�JJJ 4f:••.4•• � 4 v
•.AMMAM:tiurii0
A •�.:4 •j00.
R
I�
a
z
M q Ep 0 D"KIVLL
} wi
.r
r
m
OMKFULL
CD
ono
rn s� m
Ch
r m =r
ars "car" m z
• 3 °e TAN w N cam a ^o fn k �Ta
'om "a
sus �e
`rR
m
T mw
_-
�
�C
N
n
y
D
Cl)
?
A
b
n
SkN
m
^
§�
�N•s
m
-
�a s
�r
te=e e
Z
0
ma ,
�n o ,

y
� T
T� S
C9 L
o �o�
cr ^ �a'z ��_� - ='ter "; �'� n � �•�
GS C,
C7 e
� sa
P
�° M1
i
n o
COO
M
M
�e
O7
h
O
Gn
O
tyn
v
z
0 '-7
c
o
o
z
o m
z
r
z
�
,h0
�
OT V'ONm
y
�"
ID
mrl^•. ab.
m
n
�C1
O
O
h
�
N
-/�
cn
U
r"
O
'n m fn
N
L
n
• � A
a
H
u'P S
O
=
2
� s
K
r
�
m
~
r
A�
O
h
y
o
s
cn
r
�
0
y
� T
T� S
C9 L
o �o�
cr ^ �a'z ��_� - ='ter "; �'� n � �•�
GS C,
C7 e
� sa
P
�° M1
i
n o
COO
M
M
�e
O7
h
O
Gn
O
tyn
v
z
0 '-7
c
o
o
z
o m
z
r
z
o O
oy �
n Cl ti
o �
0
w
CD
M
a�
asrt
0 3
C P
s^
5
N
6'nA
Z.
Mr,0
=N
r
C
m
N
TD
m
w �-
�N
O
L °� N
S T
0
�
,h0
�
i
Cl)
y
U,
0
ii
0
cn
0I°
U
�
r
O
O
h
y
-/�
cn
U
r"
O
cn
L
�.
H
~
r
�
O
h
y
cn
r
�
n
Y
c
a
w
cr
r -.
y
O
M
C7
r
O
N
N
N
N
N
N
v
00
O'D
H
h
co
m
H
c-7
cn
'cn
o O
oy �
n Cl ti
o �
0
w
CD
M
a�
asrt
0 3
C P
s^
5
N
6'nA
Z.
Mr,0
=N
r
C
m
N
TD
m
w �-
�N
O
L °� N
S T
0
'M'^
V/
.ti
H
d
H
r
NEW
�
,h0
i
Cl)
y
r
C45�
F
0
t7
n
o
r
cn
H
c
�
w
H
~
-d
O
h
Y
'M'^
V/
.ti
H
d
H
r
NEW
7
O
0
°
S
O
�
,h0
i
Cl)
N
7
..
r
C45�
F
0
o_
r
o
n
n
o
r
cn
7
O
0
°
S
O
i
Cl)
N
7
..
r
C45�
F
y
o
cn
o_
r
o
n
n
o
r
cn
H
c
�
w
H
O
7
O
0
°
S
O