20170879 Ver 1_NCDOT_Macon Bridge 64_Nationwide Application_20170715

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Bridge 64 (SR 1328 Jim Be .rr�)
2. Name of Property Owner/Applicant: NC Department of Transportation
3. Name of Consultant/Agent: N/A
*Agent authorization needs to be attached.
4. Related/Previous Action ID number(s): N/A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Franklin
8. County: Macon
9. Lat: 35.2250° N Long: -83.3658° W (Approx. Project Center)
10. Quadrangle Name: Corbin Knob (35083-B3-TF-024�
11. Waterway: Watau�a Creek (C Tr)
12. Watershed: Little Tennessee River (06010202)
13. Requested Action:
X Nationwide Permit # 3
General Permit #
_ Jurisdictional Determination Request
_ Pre-Application Request
The following information will be completed by Corps office:
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

STATE OF NORTH CAROLINA
DEPAR'TMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
July 15, 2017
Ms. Lori Beckwith, NCDOT Regulatory Project Manager
U. S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
JAMES H. TROGDON, III
SECRETARY
Subject: Nationwide 3 Permit Application
Replace Bridge No. 64 on SR 1328 (Jim Berry Road) over Watauga Creek
Macon County
State Project No. 17BP.14.R.140
(DWQ Minor Permit Fee $240.00)
Dear Ms. Beckwith:
Please accept this submittal of North Carolina Department of Transportation's (NCDOT)
proposal to replace timber bridge no. 64 over Watauga Creek in Macon County. The proposed
structure will be a bottomless (3-sided) reinforced concrete box culvert built in the same location.
An off-site detour will be used to route traffic during construction.
Enclosed are a PCN application, a Biological Assessment (BA), marked plan sheets showing the
impact sites, a USGS quad map, photographs, and other pertinent project information to assist in
your consideration of this request.
Federally-threatened Spotfin Chub (Erimonax monachus) are known to occur in Watauga Creek
and this species was confirmed near the bridge in a survey completed in October 2016 for this
replacement project. A BA was subsequently prepared (attached). As noted in the BA, due to
construction impacts on Spotfin Chub habitat, "...unavoidable adverse effects to this species are
expected to occur. These adverse effects are expected to be minor in scope and duration and not
expected to affect the long-term viability of this population."
Minimization and mitigative measures were incorporated into the project to help conserve Spotfin
Chub habitat. The extent of rip rap and tree clearing proposed under the original culvert design
was reduced from discussions with USFWS staff. The use of a bottomless culvert should prevent
the structure from becoming a iish passage impediment. And, as an added conservation measure
to benefit habitat in Watauga Creek, NCDOT installed baffles in a long box culvert upstream of
this bridge under Highway 64, which should benefit Spotfin Chub and other fishes that may
seasonally ascend Watauga Creek from the Little Tennessee River.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
Division 14
253 Webster Road
Sylva, North Carolina 28779
Telephone.• [phone]
Fax:[phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.¢ov
Location:
NC DEPARTMENT OF TRANSPORTATION
Division 14
253 Webster Road
Sylva, North Carolina 28779

Macon 64 Replacement Page 2 July 15, 2017
Watauga Creek is too small and possibly too cold to support mussels, but federally-listed
Appalachian Elktoe (Alasmidonta raveneliana) and Littlewing Pearlymussel (Pegias fabula)
mussels have been documented downstream of the bridge in the Little Tennessee River. This
reach of the river is critical habitat for these mussels and Spotfin Chub. The construction project
will disturb Watauga Creek and cause some downstream sedimentation and turbidity, but the
extent of these effects should be localized to near the bridge due to strict erosion control
practices. For these reasons, we believe that a"may affect, but not adversely affect"
determination should apply to the effects of the project on federally-listed mussels.
As noted in the BA, the project should not affect other listed species known to occur in Macon
County because either suitable habitats are lacking or individuals or their sign were not observed
in surveys of the project area. The bridge is situated in a"red HUC" for Northern Long-eared
Bats (Myotis septentrionalis), but the project area is not within 0.25 mile of any known maternity
roosts or hibernacula. The project will require removal of about 13 large black walnut and
sycamore trees, but with proposed tree clearing in the winter (October 15 to April 15) a
determination of "may affect, not likely to adversely affect" for Indiana Bats (Myotis sodalis) is
usually applicable.
As described in the BA, strict erosion and sedimentation control and other best management
practices to limit disturbance will be used to minimize adverse effects of the wark on aquatic
habitats. The Erosion Control Plans that will be included in the project contract will include this
information. The site inspector will ensure compliance with these practices.
This project was reviewed by NCDOT's Human Environment Unit in 2012 and it was determined
that histaric resources, either archaeological or architectural, were not present (see attached
forms). An architectural survey was done because of a nearby mill site, but the mill is essentially
demolished and no longer has the integrity to qualify as eligible. Although resources are not
likely present, the original design of the project changed from a cored slab bridge to a bottomless
culvert that exceeds the original review area of potential effects, so a re-evaluation is currently
underway to re-verify the original determinations. The results will be forwarded to you shortly.
Impacts to Waters of the United States
Watauga Creek (DWQ Class: C Tr) is shown on the USGS topographic map as a perennial
stream. It has a well-deiined channel approximately 15 feet in width with a substrate of gravel,
sand, silt, and cobble. Watauga Creek flows about 0.5 mile to the Little Tennessee River. The
river meets the definition of a Traditional Navigable Water (TNW). For these reasons, we
believe Watauga Creek is a Relatively Permanent Water (RPW) 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 (CU 06010202).
Specifically, NCDOT is requesting to replace Bridge No. 64 with a bottomless reinforced
concrete box culvert. Listed below is a summary of the proposed impacts:
Net
Site No. Existing Condition Proposed Condition Impacts
(feet)
1 25.5' L Timber on Steel 40' W x 7'H Bottomless �
Beam Bridge Reinforced Concrete Box Culvert

Macon 64 Replacement Page 3 July 15, 2017
Watauga Creek Channel and Temporary Flow Diversions and
2 Banks Rip Rap Protection and Natural 125
Rock Benches
Watauga Creek Channel and Impervious Dikes and Temporary
3 Banks Flow Diversions 15
(Up. of Perm. Impacts)
Permits Requested
NCDOT hereby requests authorization under Section 404 of the Clean Water Act to proceed with
the construction project outlined above. We request comments from Mrs. Marla Chambers,
Western NCDOT Review Coordinator with the North Carolina Wildlife Resources Commission
(NCWRC), on the proposal. Similarly, Section 401 of the Clean Water Act authorization from
the North Carolina Department of Environmental Quality (DEQ), Division of Water Resources
(DWR) is requested.
Please contact me at [phone] if you have any questions about this application or need
additional information. Your prompt review and consideration of this request will be greatly
appreciated.
`Sln�ocu�i�iied by:
L���� 7/15/2017
a�����'�i�..
Division 14 Environmental Officer
Enclosures
ec: Mrs. Marla Chambers, NC Wildlife Resources Commission
Mr. Andrew Henderson, US Fish and Wildlife Service, Asheville
Ms. Amy Chapman, Division of Water Resources — DEQ, Raleigh
Ms. Kristi Carpenter, Division of Water Resources — DEQ, Raleigh
Mr. Kevin Barnett, Division of Water Resources — DEQ, Asheville
Mr. Josh Deyton, PE, Bridge Management Engineer, NCDOT Division 14
Mr. Reid Whitehead, Roadside Environmental Field Operations Engineer, NCDOT

`O��F WA7F�QG
� r
� �
O 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 ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 64 on SR 1328 (Jim Berry Road) over Watauga Creek
2b. County: Macon
2c. Nearest municipality / town: Franklin
2d. Subdivision name: N/A.1
2e. NCDOT only, T.I.P. or State 176P.14.R.140
Project No:
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 Dave McHenry, Division 14 Environmental Officer
applicable):
3d. Street address: 253 Webster Rd.
3e. City, state, zip: Sylva, NC 28779
3f. Telephone no.: 828-586-2141
3g. Fax no.: 828-586-4043
3h. Email address: dqmchenrv(c�ncdot.qov
Page 1 of 10
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. Streetaddress: N/A
4e. City, state, zip: N/A
4f. Telephone no.: N/A
4g. Fax no.: N/A
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: N/A
5b. Business name N/A
(if applicable):
5c. 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 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): Latitude: 35.2250 Longitude: -83.3658
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Watauga Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C Tr
2c. River basin: Little Tennessee River Basin (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:
The site is location of deteriorated timber bridge on a secondary road. Landscape near the bridge consists of lawns,
barnyard, single family residence, drives, and woodlands.
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:
200
3d. Explain the purpose of the proposed project:
To replace the deteriorated timber bridge with a 40' W x 7' H bottomless reinforced concrete box culvert on existing
location.
3e. Describe the overall project in detail, including the type of equipment to be used:
Erosion and sedimentation measures and practices for sensitive watersheds will be followed. An off-site detour will be
used. The grading will begin and banks immediately stabilized. The old bridge will be demolished and the new culvert
constructed. Track hoes, cranes, dump trucks, bulldozers, paving equipment, water pumps, sandbags, diversion pipe
and various hand tools will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained fo�r this property / � Yes � No ❑ Unknown
project (including all prior phases) in the past.
Comments: N/A
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N/A
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and 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.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
Page3of10
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � 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)
Tem ora T
W 1 ❑ P❑ T N/A N/A ❑ Yes ❑ Corps N/A
❑ No ❑ DWQ
W2 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W4 ❑ P 0 T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W5 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑ T ❑ 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.
Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 � P❑ T Bottomless Culvert Watauga Creek � PER � Corps 15 0
❑ INT � DWQ
Rip Rap and � PER � Corps
S2 � P❑ T Benches and Temp. Watauga Creek 15 125
Flow Diversions ❑ INT � DWQ
S3 ❑ P� T Temp. Flow Watauga Creek � PER � Corps 15 15
Diversions ❑ INT � DWQ
S4 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5❑P❑T ❑PER ❑Corps
❑ INT ❑ DWQ
3h. Total Permanent Stream Impacts for Bottomless Culvert 0'
Total Temporary Stream Impacts for Impervious Dikes and Flow Diversions (beyond permanent) 15'
Total Permanent Stream Impacts for Rip Rap Bank Stabilization and Benches 125'
3i. Comments:
Page 4 of 10
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 individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
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) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number 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
5f. 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 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 an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ 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)
Tem orar T im act re uired?
61 ❑ P❑ T N/A N/A � NoS N/A N/A
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts N/A N/A
6i. Comments: N/A
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The culvert was designed to meet the hydraulic needs and roadway constraints of the site. This culvert is bottomless and
will not impede or impair aquatic life passage. The rip rap and disturbance downstream of the culvert were reduced from
the original design in coordination with USFWS.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All instream work will be performed in dry work areas using impervious dikes and diversions (as needed) to divert water
around the project sites during bridge removal and culvert installation. BMPs for sensitive watersheds (see BA) will be
used on this project due to effect on habitat for Spotfin Chub.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ 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: N/A linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑ cold
4d. Buffer mitigation requested (DWQ only): N/A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (tidal) wetland mitigation requested: N/A acres
4h. Comments: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
N/A
Page6of10
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 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes � No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments: N/A
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a 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 NCDOT 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
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page8of10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or 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:
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
3. 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 bridge is being replaced to standard load limits and width to improve safety for the
traveling public. The culvert is not anticipated to have any significant impact on future development.
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.
N/A
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
impacts? � Yes consulted,copied applic. ❑ No
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Database, coordination with USFWS staff, and site specific surveys conducted during the
bridge scoping process.
Page 9 of 10

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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 � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The project was reviewed by NCDOT's Human Environment Unit in 2012 for potential effects on historic architecture and
archaeology. A survey was completed for architecture. Findings of no resources present/affected were returned for both
architecture and archaeology (see attached forms), but a re-verification of those determinations is underway since the
original project design has changed from a bridge to a culvert and the project area slightly exceeds the original APE.
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: Coordination with Floodplain Management and MOA Type 26 for
Limited Detailed Study.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program and NCDOT
Hydraulics Unit.
Dave McHenry DocuSigned by:
Division 14 Environmental Officer L�� �� �/15/zov
Applican Agent's Signature Date
ApplicanUAgenYs Printed Name (AgenYs signature is valid only if an authorization letter from the
applicant is provided.)
Page 10 of 10

4' 0.00" W 83°23' 0.00" W 83°22' 0.00" W 83°21' 0.00"
,141 R . ���e _'2G"a 'j? . � _ -_ t`i; � � ,"� yiai `�'"4,,, �-_ Y a , = 1 Y � � '
�tis � 1�� � ��� � �� � .. �� > _ � ����'��... _ ( �� r �`� � � ���� � �. 5 ���`' �.>
� � " � � r -1`_ 240 ' `� _ i; �� ; � i`
� � � ^� � `�` - _. '� .;Yj � \��' >�t- .��'�,, ,/ �ji - ,- 1� .� r LY� - -
°��� ��k� 1�'tney�"Gro��� ��Z� � __ � �i �,�� �. �� • � � J� � � �� a
� .� ,�To��a _ 1,� - a; �l ' �� � 'd . � ri . �- , .' � « �r .'.
z �� �� � 4' : � Q � ;, -- � _ � ; � �-� �� � �,��. � �� � - -" ` `� �, �, �' i� z
o +'1� =o r +E31A �hvl � t E:h4 L'H 1435+ � r�i. I ) � • _ �, � i, t�� a � � ' -
o i ,�/ ��. 7 �ir - .t. � � � 2Yp 4 � I � ' ,�, �� �o ° o
o /' ': („ "� � "��_J:y � _ s' _ (` � .�� o
v �, ��,�,, r" HI {: d% +7 ' • -. -, p - : � • _ ` . � ^ �'_��,� \ �.
in - . �,a. - �`d°v9 FfT 1173E � P�i h� �����.,\� in
p- � . � V= , a . 9 �� . - � - . � ��J d o 9�� H �
��... -x'� � �� - a � i �
i
J L�� � ( �1� '0 1 Y � r
� .,�'�, ��" � � � � - - � l� ,� ry'fO � _ � / �N�� (� �'-
. e � + � ���- � t �I � �' ,, tiQ0 . - � � n � .., . . / y� �
� h �� � � / '. / M1 _ yl Macon B64 ` �
i, � +f ,� - l J� i � i;` �qc� ,w1 ��
'��� -�_ � � � � � . �iai� . , �� �
� — - -=- ---= � : -�.-=' I � . - E _ f
� - = - ``. � Ii ' �, � Berry Ndti� _ ' � .
: _ ;.:��oa,� . _ - `.,� �`� ��q � �
, `. ,1.�
; � _ I /-,, j'�� \ � ,. %iu��.�t j h
1 ', ;' ' � � ! �S � ,��
, � � � � � � = a.� ', �
� -` � � � , - ,
' i• , y� l,, ^�Rile1� �,��f' �c '�y:MiP_�T� i�� i •' _
� �--- / �i � { ;' ' ' . � _ •_" , ` �3rn �.; r . J y
-�,�44 - ' rp. �-\ .��r�� � ,�.��i °� � �rfSAMTER3�;�..€�� � ��•�� .. . ' � �'l(��--�_��.✓ .
Z ` ��� � i@ .>�� . � ,� /, . f 7 �__ U7:k �1tigP.__ �`• .. . � . � J`� Z
_ * J `�� ��' � �`� � � � � • * '�' . �ach. � �, t . _
� r� � . . �/ . , � �yy� . �. ; ' � �; I � � �� .�' -�,� ��, � �� � y d . �
�� f� - -
{ ���� / \' - -- - . ; � �r�iq � c, J �+c , .� — r� �
�, �r ' � Q X� , �-a ` .� y � �- �__ � • �:_.�_-� � r 1 �
o r i � �,�' , A W �bi • �` �. • �, � o
�� � ii' ' u �r • � z .s`; - 2J��� ,i � �3 atl, ;_ .
. .. y // . .� 1 k _ 1.� -�/� f -� ;` � °/� � �Q�• -/ .
��—� ,i� � II �% µ �. � ,:� n �'� ,C. / � ,a % � � �
' S .
J �'1 J�— ,�' p /(+''� ���r' ' 4 �(�''���-,
�� � "� � !/. �, ,rJ [ o ��� � � '�� i°� � '�� f' � ' s .'iT��''� � �1r: � a l/-" `,' �p�oe
' � . 3'ly� f, -r ' �' • � . � � J'sr�
r � �
, _ ��, � � � � ��• " � . � � a -
+�� � ' .N� � g � �.. ; �"L _ _ ! �T3 II� ��� Ij I . � � '�''
�'?�"da � N' .� '�1 I �� > � �/' � �a ,"�� i�� �' � , �'! '� . ' � � � �
�� l �, r `_ ` ��y �
.
�� � ��il ;� �
�' � � �" t '
, , � , � - � � � � . _ � �
r "� + ' i � ,- �s� _ h �� ( � a
�� �� � � � � ,t � . � y � % �'� � _ t -' y� t � � 8hd�'���.i��iT '_ d34� � `r _ �
' �� I _ �.�-� ___ � '^`�}� ,�� / I `� � : - _ � � � z�.l�*' ��' _ ¢,
,� _� ' � �'
� �; - --� - �'"� - _ - _ i -, � � r �
,
_ �' �1_ l � i w � I� ��� . - . � � e
� j' .9 1` � � � � . ) i
' f i. � �_;��, � � , '- ' �� �I '� �\,�� ' .'` ��Ap
e� I �; 4 w �. �� � '' �� � � . � � :� ��,,a \ � '; �'� �
� ,�" ° :1.15 1.'.
. I �; � �,� ( _- �aa , �£ � I F• � �� . � 'y o� S } ! � � �F
Z �f .�"'� i � �;' n _ � �_ r�, _' ,� I ' /`�. Z
o �W c�y G�p Ch � " � � '� v.ti,i_ - � -� `� �i`\� l I�� �� o
� -, ' � ,, 9 �� S � �; � �
� - soo� . . r �� - , � - ��'; �
;
, , �
iri �! r �� s . . . `�� • � � i � : �� 04 M
O -_ � . . �� ����'� ����1 ,.�� . ��� _ . � � �' 1 c•� � � O
, �
�
I d,� t� 8 p �i /�
,� . C ., 1� , !� _ �
7 , : . � = r
�� ���� ��
�� 4.� r �,�a '- --+ . � : J i . ) � . � � 'ti+ 9
w�' ;LX. � � ! �'ti _�1 \� �'' } .=,l� � z� �SP'.h W T. �, � �'`:Y + a {\l � �1 /�
, � � r�, ,��` � H ,� � , � z� ,` � � � I
�f � ^ � �� ��"a� " ���% � �7 ���'E.` � ��•" " � �� -_��� �
� T} \�\ / � � E„ � �+����� �r � ,- y� �"� � , I
-- '> �tic� �\ * � u �' �. '�, , �t `� ,.�., , SCALE 1:24000
� ry � � � � `'l 0 1 MILES
�::,�' +'� � i.
` _ �' - , '� 11 ,.;C � •et+hf
7t e`�rrixurV i '�`: � - � �3�� -' 0 1000 YARDS
..:� C,dMP, a / 4 � b","� .. , .. �Y � \
� '' `��R�(�' . �P�1`I�KLIl� � � � - � 0 1 KILOMETER
�� 1 ! �• (BM f 47; . , ���17o-. Y 1� \ ,
r � � r . � � . (�� (2I 13) .f'' , �� . ' " �
9 `�
)83° 4' 0.00" W 83°23' 0.00" W 83°22' 0.00" W 83°21' 0.00"
Name: CORBIN KNOB Location: 035°12' 50.33" N 083°22' 28.10" W NAD 27
Date: 7!5/2017 Gaption: Macon Bridge 64
Scale: 1 inch equals 2000 feet Watauga Creek

V
�j�l��on
�ridge ��
�.
� k . � , .. -i{�i �. ��= 7'._�� a � � ,.�'� . , ~ � *` +
,y� ' 1��� � � ��� ' . ' . � . � � . �,
' ; . � Y. .. , � , _ _ ri �J'4- 7;`' � yy _ � . . •. �. " . '
F '�. y :ai4'�..� � i t : . .. , �. � , . - . � � _ �r -.� -
�l ,� .�4 ��,,� ir - � '' � � � , .7' .i � • •; ••
� _�r ���* �'N' • `fl � _+� � _ � '� � . �ir', ,� „ ;•`��}i[. -���,�rt 1
, _ ,..;- :� _'�� � �_ �" � ��'� , �__� ,�� < :� �� — - #�, r ,� r � �y- �, -�y( ,
5 � i ... � � t � ,. + .. � � � �. . M}
��G � ,rR �� w�.,♦ } 4 .�e. I � -�, �'� . ...- . � .� . I � y- ' 1_, . • � �� � .f , � ��` .
N. 's��' . 1 .. ..• _ �' el�M� , - �'�I� . _ � '�{ R � ' i _ . �y ��I.' :T
• , 1ry - !;i d.� _
� �.� �� - -�' _ - 'n , � h i � ,, ;� �j�, �� "� �
, �, �� , 's�, f� � � . r .,,� . . . ,. ,� � K
li . � `9e' _ .� . . a- . . . � � �1 , � ' �-� .. -�'� '� 4 �t ��� ` - � . .'� , � - _ r.,t' - S �� b �'� � Y
� � • t w ,��. .. Y . � � tT. +M� i� ri- - f . L�' - F.:< u�,� +�`.�!5' ��� 1g�
�'� .• _� ��1 �y�.. 4 . F �° Y`.`.JJ,J� l ,� 4
_ �1 N I
� � . � � ' . - - �. . ' �i T�- � � '� ' " - - i 4e. �'�� � � r�6�4 ;!�. '�
. . J � �f � l'. • � � .€ � �' L � P $
ti � ��, ��� �,,.,
-r; . ; *_- . y _ _ �^�. � " � , � ,� �� ». ,� '� - ":,:�^�r-� t �i ,
r.� _ '� . � � _
� L���uuu 1 . v� , ' - � � . � - _ � . _ ,�„� �� , � �. � . - ' � -..� ' .�•�
. _
`
. � � � . . ,c' ;;, � .�+ � ;
� �•
� � �'!'. � rt , "� ���:" �-� � . 4� ''� � `� �
i.'�l. �jR i�,' � �, _ � .. � " f _ ., .,.yi ..'',R"� w'�' -.,. � `;�Y.a��y� ` . - � � .
��� 6 ��� � �' � � �• y S� � d r� "� _ " i ���' • '-'..
, _ �
_ q � 4
: � _
� `
� . r . _ - � � ,� ' - _ "�.
IL�'�: � �� , it3 • ' i �3L ` ; • 1 �1�;y
� r
- i � �- ,_ _ ��."
Y.. '
y, K , •i� . . . , c�-� `�� . rs.
� . ( '1 r A � , r. . - - �- -' ��il; ' i'�'1� - k. � * . F
�, :� r � , � `t _ ,�� ; v, . ' � r..: _ � �� h" -+ t er , t��x�
d ' ]
. . 1 : 1� ' f " i �'� J� ' � � �� - � . -- � . _ I' . '�`�
� r= ;. .. _ _ � .
� � _ i � j��� . � ' I, � ( }� � I .' ��- � i.'�#
�,�, �, ..�r ��� , .rF' , � 1, .,' � � P�1 � � a r� ,�,�� r s "�, �� � , .
� �` �•. `.. . ��. - . — _ � ���
,.,� � E�ri�� e �� I � ,, � ,�
� �, � ` dj ..�hi'��'�� - � � - ^� � _.I�+Y.
�,� �'� � � o * �� � _ � ,i
*. ,�. "� � � ' � #� `
{';" _ 1, � " '� t, {p"' + �� k -4 � _ _ . � �� a ,�� _ °,� , � V �' ' � �
�, , ,. �� • _ 1 s,r" r - . 'Y. . , ' . � - a ' �'� I
�t1F�•� . � � _ �j. � �' ! •� � � '1 `� :-. �t� � . -
� y� ` _i 9n • b _ ;y � ', .- !. � 1 `�u _ 1 � �:� � .� � . . '
� � ��� �� ' � . _.+ .- e ; ; <� �T { .:: � ' .� y� il �``f ,, �� t� � Ji'�'— . _ .
1 'x ` � _ 7 ` .
�1�: �� ^'��w�� � I A �Ff �J-�_ ' ��'� . � � r�.. � r ..A '� - ��; �� I = i, .
' - - '.�r'i-e , �:�� � :�!'; d1 � `,� � t--
,
., � ''�'�y�'� y_��!`� - V� � +� j r i ,� , i ,r �
� 'y . ' � � � . _..'�'� !i� _ - yl� 4'ir. . ' � „ _ y , i
!_ ' _ _ , _
� �r"� ' � �ti v e :.. . . s � �� a ��� _ 3
�
' � Y�' � �-��. �
� �'�y! �y� 4 � E _ � k# ' ` : ` . �i�e� �' � � � ~ � M � . e� ��,�` �. �
. �*` �,.•• *_�.. .` { f•.i� . -. ,4•_�i� � � l . � r�T. . i `+rl�
F.�rt,'_ `T -- � ,� _a, , � f ��° �
. . �-
�.�� r� � �rG � �i i ..:'.a1. . .._ r 3 .ir' �'. # - _�����,`� 1 F��� - . . ,.� . ��, r • �;:'1.. _
�j��a
r�.
�X��S��y. � . _ . . t,.� 7
, ¢ r_� : _ .;. , �` ` �M� � � _'� °"� � . _ �'a , , � ,
. - _ � � f� '' .
� � "�� � +r .�. - � ,. ti , �� k'- ' -
�5 j���d _� � i
. . _ fJ' L} * ul�� G � �I � 1 �rT.R � } � � � � . �?
� �P. `, t�P L}.� `�. � ,4 _ � + _ ��, , ' , t'
' 4 ,y��p
k - � �J� �s� _' ` �.i y . ',�_ .!,.,� �� � ~ {< r •.�i� .
1 y y r` �F,, �pa.a .`+` ��� x F JNJi '
� R 1�.4 �, a' s.• �ti, _,-�1 �. -�,� :�� � 1�� �� w
o{• w�' ' * �..�,� '�r� y�'�, ' �•,1,.� � . . . �r�� _� .y���`�r.i� �� .,
RQ^
F-i.� �'�' C` ; ' : � � ' � � '�,
�; a� _ . � ��,�k �
i r � �
- t - . :�� . � , ,,.4�� a �
_ . e . ..Y. . ....� � A �+ �9.-�C�, . . `�� �L.,-
��
���ti�,. _ ��
�F I b `� � ,
4 r '1'•
, •�}� ' + +�i1 *
r`w����i� ��
', �rr ��'F ^ � . �. � f .
� V�l �j' ° , � �
' � -(. �i � � � � � �'�� y� i - a �'' ��
N ` L
h ` �� �� � � � ,.i� '� ; ',r�� ,+i� •' � � .
,,� h� � � �i ���"..r � ,
� � , ., � � �, ,,,� r�� ; .
� .� � '�r . '`� �� i!t „� � } 6�r � �(r � - i.�r.
� �,�_��. I n
�^�" _ ¢ �',4�9�� t � R' � I� f�s „ � r 'r�,^ � . � f
i 1�l .�4� v - � .Y. . . . .L�f�l� �i�L� ��
CI �[I 1 �w LI ��j �I
F��t
11�1���t�1 ���d�� ��
'��t��a c�� �����
�I�� �� �� ��t�
�
�
�

pk;, .,. ..�r..q. rr ..d . .:.iP-.�a c+:�._' , . . . �'�"�'�- r . „ - . c : . f. .yh ir i `�;. �:.�«.
r� ��y�,� ` t. y �._ . a . ...
� � ' 1 ' i, }�� f . °- ' � �' • � � - . � r � [; �. : , i ' f �. ,,Jl 4. f ' � .:':• V''� � t•" �`q t e � . d •: .
'� � �T,: __3i.�1: "r�� �7TL.. .. � I . _ v',.. ,;,... � �ir J"-�.'�.� .,u .,.-.. A 5 . � . �. .. .-
. .n -i /�' ;- �{'
� �b�� 4. � � Ay,R�� �ay t p � p _ t ��. �� � ":. (�.�Q ry fy��, fy�p F� Q �.-'
-��, .a r 4 :. � KN � :.�. ' a � r.'y'f., � h k''�� ^'it�} 4 � _ �7'. " S . _
� �"s�i q � ' �. , atl e�: ''. .. ' ..-. ', "��:.� y _ � � .t! :$ � 1• �}i`,� �4r ,� �� � � ,�.,. �,�'.�
� c 1 �
�+ .y- � 'f-�.'-erf�, - �� _ � "` _ k -� i , : 4 . : r{.s+.Y. �'.+ : ,, ' ,
r �}�
...tlri,�`�..','�Z �,v ^`:� ' a;j, . �; ' , ,ya._ � . � .,J. � _, . � `� �k� . .,p� ..;4 , 7 ,y4. i _: ir � Eii� a ��5 r "�t v�" -- � 1-y
` ; �r ., ' .' . ,. . ` ; Y _ ��� � � . � � ,3�.,� �t�' .s.. 5: '� n`i � � �i 1 'rt:. a `-" ��y��' h���.-. �� x: E`.- _�' �, `p'� � a i# . '�
i ��� �'�' �' �.-y'�"' �r, .� �, . � .R` .., � ... ��,�{ J� �p�. �L - �.��r_ i �,%;.��+..a.. u�i� Fa�! . �.�...+;-i ,•��. *�6r` ` ':'h" � y, x ��
fv ;v�v� „: 1 , �, v�4 ., . .. � r. �,t . �'1'�^+ ,A�,'f�e w-�n'� '.'..r q �" �,�,+{�. �` .yx. x�,p� � P: `�:1 S- R...' . .7r ,1x ' 'haYi' � ,�__'� �� `�v ..
F �� „ ::'4 . �+..k �}y� ,, o- � .
'°r '} '� .r3F�'`qic�`` •P� ��.� , � �„_,,ti .t�- r .r�' � fi s�y�.�. '� i.. �Z , .,,;:,��� ";y�. ��9� =�+e,s ,�+.�'f .z;n k
� �.. '.., . v 6 -
_ � 1 .,-- ,�.n.. - - . . .. r "� .. v�� a... �`f� "��ay �'*�:s!t��x',� #�`''i� [ '` . '��r �y "x ; �'�'"'�5: �aC? +� �'' •:"r -,�''-
��A' � -..�... ,:. ... . .,. - � e �.�a ,�,.��.� - .- 'a� "j',� 1���9�J",Ml'�.::��..; �i ..�y� :. !b _
�. � . � �.; r.. o- ' � r �p. � ?��r �. .Y . . '�'4'� �., ,�� .3;':' �t++ �6L' 'a' 1 � r � 2 —r.. ,y'�3� T r ��.''4u _'?�+ •
� � °� ` �
..� yq
�; r ;+, . �_�� C� �. V 9 Y'l�.' I � Li' I 'l I � ;, �''. .�(�' � . ,� �' �'�.. - , i +i �„ t: �" .. Y ,� ��'� . .y'; '� s' - � ° y / - � . � y� . � .
. -
41 � 6 .y 7 � _t Y, �` �r%''`y�jf�i"i: ��'� ��9 �'�; A _ 'p , � _ ' rs � T � -3y. � �� - �fi.:��" �. -. � � -� �.�
� ' _ �.• 'l��{,,����- � �.,,ni�rc�s hri�c�e 6� ; � . , �• x � �. �. a'�'���'F �"a��� � " t � >' ,� J� � !� � ,n� �
, � � _ y �y .:.�
. �Yy�Ce - , '' " '�1 .��� � �'U� . i �; � I�h
..._ rya�,__ . . ' "- .-� ..,. ' � �J ��. '`4 �� - � C p�,� _ jin �' rk r� ,��� ta . f' `�J
� . •` � r. ='s '..,. _; ;� .,.. .:� 4 ,. r' . �c.` . _�,��� � ad+� [ i�'r _ .� ��, ,+�C' . j� �e�. tT _a� � s:Jy �f +,� ` ; J:
. - .��5 ' Y� . . q : . �`+� yi4 �, , .L _ � , ,.. � . �� ..c.� .� R `�11� �' . 4' "-+� , � 2 �i3
.� ,; .. � �„` - ' _
z _
� .�i.':"
�,- ,�}- -;� . -�•' �n -� �.,' ��,,.'s-:. �,r. � � ��� ` . " �fs *y� #r "'a,t � - -�tr�� . �' _ !h t.�� . ; 7 �.� ��, i:'.. � �..
� `�I�.e.'...-� .L ' A'.�•.S. - �' g:- -.� ,a� `•.��` 'St � J�� '+:r �. �, �� ;�.y" .��{�.'��' _ '..ti���s���.�, i,
4 �Y.�
, �� � .��� `��� � � � f i�"-' �,��� . "� � ; AwT��
� t ..�., � ��yw �' T y�.r "�;- f�k �y ,a �'F��.� � � ���TP +�.a ,: .
�Y . ^` � _��,. �g .ti-- �'.. .4,. �, .��' { rr. �'P'��::rj fti y�� �-� r�x' 4� ��;� -
� r � ,�' '� �. 5 - , � �.�"ir �L.
.�' � � � �
*
��
--'�+' ��1� �. ►"� 0���4, �° i ti.:• "L .� +���41 � � �� . �• ' ` �te � �'fl� � � � ���A ,�i i� 9!
- �. . � ,;,� � �Ir� �y'�e n � �,�' �' x..rr.? � �'� ��{--s�M -,� T -��k ,�a ;4 �:
x� � C +�� " . �. F 7F . `�a`0'�'' �". .. f� �. F 7}I �S:A^ � :f F Y
1' „3-._., p .. �sa,.. v "3 Y d `' •c '� �rtf�, � -`;•9'iL� '.. .,�-_" _ �'�„ �,l�'�}+�,�,
�� � 1� ,y'�i:� v��` =�. �+�t`#�'4;, " .°:!' � r°;' '�, - �` ^�' Y•r9�'.� ��a - �" - ����? -
e .�Y,.
.. -r '� ..: ��
I
.. �
�
. ,sp . .�1�� . ' _
.
a� .. _
1
z' i�h � T "'. 'e'�'" .. . . � ��` �,q�iT ��i'_ .�_e+ •��,< �.
,�
1:,=� � �� '�{ 'iz - a � 3 � I * - $. �'',� � w � ..pt. I � v �
. �� � � � r— '�,s f��,
,� ' r j.i,f.. �.y� y� V � � r i ;' � � . �'d���� �.. } �
- ��r .� � ,, "r
, � ^ � s."
� �y r. ` { '� ... . _ j�
'�h�y � j, p� ts�, f t.t- � f F �r � -. t
`4q " y,, �. ir�!} r;�+ 't�4� � R� Y � ti.' !r .� , � -
� y� `��Q/[�$ �' y`T�p} �Y. . i �f�
� � .i4 � "'_� - ���yff}lr:'p �. A�.7'Y � 'r�f.!- ,�i +�`�� •8� , �` M � t �-�. �y K, r
`,, .. �. � � _��� _
� . � � _ .,Iy, � k 5 �. � �i� " _'' y A,'T 1 i� i�. . '.
4 �v � �'
.. 'S _.�� � � � _ ..7 6� '� �'' i �,:
�
.n . � `� , . � t � �`
.r ... ... � b . . a Y, ,
r f
. ..,�. -a. 4`�:
.. . .�_:- - j . ' _ L ,.
� ;.
. � � . . . ,. :�... .�:�� ... , t . ,. , _
. . � .., yr5� �. .. . �-�, +. �1 - + ��' B-.
- ���_ V: .,; ��•. �. �..` S �!
� y r
.
_, _
. _;
,r
=
- !
� .
� 4 M+v .. ., . . �� � �;� , . I. . 1
��. y.! � � - p� _
. dr 4-�. ''y , � �!
- y _ � j # b F• . ,. � �� ���
�':: .�Y / ' . . � � 1 4•. :. � -.� .: -
� Sr , r.�� ' .� .' �-��.
_ _ i _ . fj�
I Ti�� i F ��' .�� . � �, .. , °Y � �` : ��
i , • �- ' ��i3r � �
.aG. p� ..#�,� _� I�'� : ~ 't;.
� x -
. i, R�,',�i'
_ � � 1 � �r �[� " �tY -?a :+ � � r t�:P- ���
�i i
_ . ��- I. _ ,��`� � v„�i 1 � � p �. �a
i'� - .. t . --�e�.y ti.�e! . � ? � : '4°L+.t�.r� . .,' �
� � �
' ' �! i + c �•b, 'i�i - . w�t-'°" ' I��a q,-� � - � • . � . f . K� e � 4,r�
� ,,��, � _-�r�. �I��i.s.-- - " �:; 4 � t�,"�``"' � �' �: '� RR'�� 0..
•,�' s� �-'^ � _ �, � �d, ��,_ i�- � �� a � (a�� pm-
° - � _�� :�� '+ +�' ' � C v � �'S � g�
��.Y"'';— `�,-�-' e�� �k �� : � {�.�,�4 �
-r . . � - - . � : �� . - � t [ i �.��°i
� - - .. - � - - -- � .. . . . . _ _ � �' � _ ; 3 F�
,� " d a
� e � � r ., � ��
�, .
. —� .�-� — . q�
� .
. � � .... ., � ,� -��. . y g�� .._. . ti . �" - " - - . . n ..1� F� �4
, -� 'R
_ . �' _ . .. � -- � � _ iF�l�^� � _ - � . -'g.i' A' '_`` '.
�
� r �� . - _ � � . ' _ .�,�2' � — '` �'4�,,'�i.�. _ .
� _ ' - � - . - - �— - ` �` 1 .
- _ - ^t � � c �— — - — v� ` F' _
_ � • �� ` , � "
if+. .�I � q.
r` - _ - _ __� �. - �
�' " .. . - _ � - .,�,.� = fi-, . .~.�-
. ,�,�"" _ *� - �` _ _ _ — _� -� - _� - -� _' - .: ��.
-_ ..�i„ •.�. . .�. .. �I'�CT.� - . � ' . �� -
i'� ,. .-_" ' . . ` � �� • _ - _-
i : ' . � - --�� - _ . ---. � _ _
: _ ..„ . �_` � .. �� _ . .._ � . - -
.
.
_ . . .
.•
„ .
_ - �' �
�- h
.
, -
_ , , _ ��1�1'�
- � , . . ,_ .• rr � : '�' . • � � . [ �- '�' . ..� . . ' _t .
� _ _ fi�s', . . �• . �� .r.f� - � . , '
.1 '`' � ... • � � - 6 •���� . - . � ,
� :!�'� �� � �-.�:J. .. �, .. P�']+1�. . - ' � .:�� - "" — _' �X i .�j,��_�_"
� � _
, , _ . , �� � . . _ .. sr' � .-_ _ �. _ �
... � `.�` " . � _ _ . - - . .. .. .
.. - . . M1l'' - '�a.... � _
. _. � �`v� _ , v
� �� ,h . .�•�� '-P� §.�� . . .
y
�: ���� is��� ' ,. - - --- ' � � - � -
. - -. -�i�— -� . r _, � - .. � ,_ _ • .*. `.

�� �: ��, tl •; { � � ��J^ 'Y � � , j" -��.
� "�" Y �^ ,y'a..� C E h h - �„' �5 P� �M
X if� �r �-w d� t,' � � '�" � �� � ^r FM���- �'�
G�� d� �^ t Yl., ° �l �"� �w� i�� 14 ` "•�y� - ' �� . .
.�' X���-��.�� � 1�.:� A �` � _ � � _-�eq +� ' '4 .yy`��P
� ,e� �4 � J u�4+� a . .. fv � 1�. _ d ��' � M
��cing south . �� �� �'` , � �._ G � ��:�" � .
r' ti �� .� � � e � .f. r
��,�wards bridge 64 ' n,; ' � ,�l'' , � � �'�• � ''�`- a f� p 6,.
. �4 0 . . • �. p 'a.R`"? ra+ ' ���.-.�� tF'{'.r;N�� r�,}� �;� :n'.S` �i �"i'•'t
� .
� , . , . �},:��, �� � 7y , �
;. - 9�.!,k�-'t . r _ .. a,-_r r •5 ���V � p ��' &�' V - ' I��j }�'',- � ��R� � � _ . F I � �
� 'Y R � .. � . . •�r � "•,,c�,,.,,jrzAi �'�k� �� t � , j �! q.�, y-l�h �• y � •� �., � '1 � � '�
y 1 0 �^. Y I ( � �� � T�h' bY 1l T�. �t��
1�_ _ � � t..W �S Y�ry r. _1II'� I __ r r i�, HT F� � M�
d . � � �► , ' , '"' � • �
' 1 :w � � � , � _ � �.�, �
'�� ✓ �� . d 5 1. . ..... . ��� ���
�f'. � . i � - �="�r'� � r d�ry�4r 4�. �` r �,`.� . }-�'' R�, t�
�'�
�rt. �,1 _ b . � �. �f�� ' � �. r��- . '.� .
' � � - � i � � �, '�, p n k� r'. � � � . � �y i j _ �'+..': . .
, i t� - � ? ;, r. � �o:-
� ' �i� ' �� �i 1�4 . , ,�<< �- �
�'�c� "� � k � ��,�' �" � 1� t p = '� ' 1
•- � --- ,� � � td� -. ^�a
. e � ,, �+!'� Y s;
—� w �, ,,, .: .
, �. ��' • � , � � , , � � "r
�� � .
� �'� �_..�.. � '-� � p ,� � M � �
''r _ � � r � ' 1=�" � � ■ f . � , Ra�
�� � �'r. � 'r:,, �►ti'�!�'�j � -�r � _ � �
4i r. � 1 ; �H- I�1'T . � ` Y �. , .s
=, � + . .� * P .
— _ t� , ' �� rry �
� s� � '� ��. ��'(�� f r+�i";�i. .
�
i4 �1 .
.: � .� j�i� _ � -_� � i. f �r _ - � f �. :e.
�- r' �� �=� } T��
-� . _� . ,��, �
� S .. . � - , , _ . _ .
_ � � 9. _ . n . _ i
.�� � . -.. ' A��_ ' .
� - , �;
. - �°�il �
,,. . � -`,�. . , , ,, ,� �
,� .. � �
� ����� }� k�� i '� � n�_ � � M��'� `"4 ' `ti`• If�^' -- . �
{ � � L�
�� � �� i- � �` 5��. � -i �.' � ��.., - F : p �.
. ' � ��� 1 y �-- zt - �4� .� �, � , N
�� ��� � ��
' � � , �.- � "� " . .,..
�� �a�����' �f� �� �_w.
�� t � ,�'
� �� ; n
��' �� � }�� i �RM'� �1 � ,k 1
�R'' �� �� � r�� ' k�
.+� �° � y
� �4 �,, :,
.-.�'.,�� �_� �� r `
� i„ '�, �� ��
�;�� � a - �,,���
�
� � �•'-
_ - Y �
����t 4.-�.. - ;- r
� _' � �.. .
_ ' r[t�ll ' �',+s �"
<-
C'�
h�
� r �• I ��� ' �l �� �d IP�j �� . � .� �� ._ . � -. � -'e��, �,`� �
, N � J ~ � '�� �� J �
_ . ' ' � .r _ P � .��.. � s �� ' � + . . " � � 'r .��
' � ; „ � �.
. ,��- .. ���. ,� '� i �.' y: ,r'" . a- �f�
� � i
. �r� I 'F� �Y�`x�p � ,. g i � �{i�3��. , �Yc _E � u .M . "•:,� . �ti�� .4•..�
��'� �. � S.�^����s ''� i�.r�e-:N�" -, �, J'. ��, ti ,� y « •
�' ������ �1 _ 3�'� ��a��� �M ��� Y �'�• y� I�� `l•. p „�rl���� ����
�� f �i ��. � '�.y^ � _ ia.�,� �,. �w� �"i. � -, N
.t`� +�,�., '°�i' � '�,si �1� ����, '��
�; �
1 �'�!.',f.��,_�hn '�'� f" � l �. •.- _. - �. �
; _ -�="�` _ ��'� -
�'� ? .
r�a�,,,_.r 'Y. _ _
� �
,� . �� -'� � ,� ,
: ,
� i , ,���,"�
-��w - , . �' ��;,�� � ~�
, _ � �aF Y, 7+�,!'� i � ,k +v �t:: �
y r� °. _-M1 Y _`6* , . y _ .ti Y . '' �_ i} � ��� � -'�i
' ��,, t � _s Ly� -- � L �" "`� . :' J ' � i � � , �I I
- � � - t � ' ,� ..,r` t Q" � �' ���1 ``` _ �.4 �
' '� ;�„� �. �� - �_ r • r . • Y-
+'� r'w �� � F, - _, � �,�� � "g '
4r�„e4: ��� a1fi� r!� _ . _ � _r
� T F � � � �'��� �� :�
a ����r �'' . 1 * �� ��"�� � _ �. . . � � ���� . . ' .. � '^���d
,�.' Y,_� 1'F, ;'4'. � . � . ' , x
����"}'k.�Nay� �C R�l. My C':- �� r�w .:� �
°�' ' "'..�i� y'37 �;� ." �A.'�e ' :�" �' ���' 1'� .� : r. L� ..�.
� �..
n '� i-..f��.f..'.i.._ .. ��,.�. . a.. .'4 w. ,. .. �
.. . � �.'� .�r� � -i . ,
• b g_.. � . :: _'.�r � M � _�a*��'.,� �� N � '
� , w
i�� �k�� ,�.'+, � �'4 I �� �..� ' y..' �
_,� � :r. L`.��r ,� � ..:�' 4 ;l�: ' � y ���t
#'�" .• �� i�' � '.:• _ • �•.y,.r.�t�
� F M
� �
..) �..' ,i^-' . J . '
't 7 * +', �t,� p � ` � � , . , � . . �,,, = �4T
u I4'? �'.•,� � S �,� � �.', F��'' .4 . . ��.' � ;
"i�J
_ w o.� i'��� � 1 �,�, �-.. "` ,� � � s' `h i�

�F �,;_ -� -.�
� �+7 : 1i� •1 . 1 �
• �,� . �.:�_�
f acing
�" ���ownstream under �
��` ��ridge 64 �
A � �,� I �(
�a �. I 1.�' ..
� .�i �1, �
� - �
r , � � . 4 � � � �r';�� . y ! �� y,,'�, � ,,�ei.-� � ! ..' ,� � ` r . _
t y. w � �� i +.. R �� ?� . �� � � y "'y � � o f t ++ �. + -
. � ,�f~ " � . E�r r
r�n s
�� �� � a' - �� '?��� �'. -..y�CJ�]",�._ k 1 �.� r'�Tf� r f ►� �4 ^
��. •'' '� �' � i�ir h' � .. . i '� ii �9'' �� d^�,'tiy �`� �.a . .
_ - t�W,,x . i >'� � ,r� Y ���. �� �� - �
- � - �� � _ ¢ � � ,�� .�� � ' ��������� . � �
y � �� _ .� �Y - � -°� ` 1�- �
�- ��_ � . 3� a. �:�� , _ . .� �
� e i'
� i: �. . . � � " r" . r #; , . "
� � � ' � t - `P' � ' � �� I
,�..� . - �.� i�. � r�! � � __ . �,�,r. . �Tr�'r�..� .w
�A _
- ' `P � _ ''I �� , ' -4 'ay „i r Y
.�'
.{�. . _ �', _ , 1�� � � �� � � e . .� 5.��� � -
�_—, ' �;--- ` �',-. _.- � `� �.�`
�' - 4 ' � � ^ '� � ....�:�r�
�. _ �� _
,., �� __ � '
:��� .� �M. . '� L
_ � - - . . , . _ � � � �s = ir �r;�,jE
��' �'!�i_:t". � � �p �
��i-- �^S �'� +�,pl�z,�'�� �_
r � �. .� - _ +�
, 1 _- � � 1 � 3� _ ' I
, ,
.-�-�.�� -, _ _ _,.. . i i � � a ,�e..� .. � . . . _ _ , . � °
— _ � �__'_ 1 ��L� i�}�-- ... r�� :.._._ _. . ���� ' . . . u_.
- •• _ —. �5-•' _ w .. _ . _ - - y^'JF _ - ' . . e A'�' w rY.,-
` - � _ � � � _.. _ , . � ,,, ,���
� _ � �C `�—�- � � �
� ,3 � =r A. lu�cl���ti � � i � s6.-,. � _ _
- � ` . . ,�� . _
y r� ' ` � � � . � ..� �jlir y: . � ' .� _ _
R '
i i
� � . _'. � � ., �i�s�• - . ,�
1
�' � _ .,� , , t.
�, �'- ���, ,.. �
�,,� � T � � � �''" �� �` ; `' " � .
�'� =.,.
�, rr � ,�. `� � w � � �
iL'+� sl�' F"� �`, E r �` •-� � 9 � *�" � � � �..�5`9� �
-�` b�+. _" r ._ � .�5.,� � 4'� I� �'. �j�.+�. �� .l '.i
.' +y�,�. . q� . � , t q� � �. "�� '+M fi � d 1r a
_ .+ . r.� 2'a#i.�� � ''� � � � � �
. tl P , T � �'�.
+�i�, ,i�l�� ' ,ti. " �+F '��-� ' p'� � , a� � � f � ,- .
� � F� . �}. �. . '- d r. q � �o- "�� P -: �j� k ;e�,
'jY,+". � .- � � � ��.� �� ,�i� � � � � .,�j - 'J .ij�p 4 . �+� '. °�r'
, .. .� '�' . �. k' ` S 't -. � ,� � 4a` P � L � �+"..
� . "'�+¢','. � �' � .'i 4 �"' - 7� k�.� tl � � �� ' � r •���,��
, m,�. sa' F, - . , p,,'� '' y�` p�.�_, �'�!'..C��� �y� P.. $.
� ��
,� _ z :�� � � n t � ylt �,�, �1'i1 7 6��r�,�+' d.;i' � a s ,aii'-� �
�,�'�` i � � � '� •� a'� '� � ' �; � ,�" �� {,�, � .�-��,�, � � �`y�= �' '�t� �� �.����r�"�_� - 4 �
.L.. �- { -.�Yi . ��,. ��. �. s ., �'. n ��w . f d"�. .�"
m j � �lf � �
� �"� { �; � � R ' e � Jr � _ �„ � . l. . ��
#� `�';' '
' � �- p �;� . r� �;��a 4 � p � � ��y� `�'►.� � ���..�
�,y, ,�''.j! .;y: }, o w a +�.
��s '� 1�K�� �i �,' �Lr :i�'���fi�.� ��.d'.���J��W�•����.I�k°9r�; r�l, �.;����.95.', � �.'_ „� . -'�#
� #���+¢ ��
N � " ��.� '-�"'� - = i,jj:^..
�'�� � �Y� � ��
e �h .
� "�� `� .
� F �'��. j��, kf: .
- �}� ' 3+1l�"�r ��,�'- � . � � • F'
� � .3 , �s �� _r....- � �_ .
�, � "'�
;�� ��-,
� � �_.c� yl:�« .. 'r .,�.JMN I� �
�
�� �� � ���� - � _. . �" 11 ��
r 4 ,. }
= d. b r.�*` c�' 3 -� = 4:':F �, .`, �'tii
m �1
� 7' �
�.+S.ss���, . �e� ,ff`'�'�.. � s � � -�� -� :
�ii .J c . ��: .7_��.
#
�� " $ !r " '- , . . "
�� ��. �� - ;
�_,f �' - �.� � � �,y � y ��- �:. �
s y ' � ,6�9'`.a`�� 1 � •.�'
� '� ��
�' �r �,;;�` �; � '� 1 '
� h �a�! �
� �. !.. A� � .. . � i'� � . " �.�R � ' �

� �
.ii� .
iYi�B�� � . � . � �
downstream from
. . � ,"'1 r_� (^,:^
♦
�L� � .' ,�,� � . � . E � . ,n�r� . �'•� .- � � �. i� . ;c . G . u
, ' � l '� .: �t' ' � � • � - ' � yy�� �R . . S '1, - �4
. . � � . �" �,.�i 9 � � ^..� {'�. � - .� i�! ' ' �_ �, .
'8 L ' � r ?
� 4 1 'S�" Il t - {; .+'� �:• - -
� ��' � ` ' i J +'�� �� � � �Ii ,. x I-
_�"'ps{'. � '� �t '". r:. �i _t,u�, ' .i „��. , � P. �f � �,�„ �
l � , "+" �.4 � � �., d . '. • �. �; �-� . * . v 0 � � ,
��; ,.�� `� � ' �-
s i 5'. ^ � j L .i ` 'i�' 1' ~.. y..
� , �,, -p � � � �� _
, �, � r� � t '� r , �..s�-0 ' , . _ R ` �
�'� . � B z ,�. � , , r �' ` �'' ' ,�, s
R �
]' � f,.
.� �
, �, , , '
�
-� _ _ : �
� . - . -:.' � , . �� �i�.
..�,.�� 4 �.5. Y"� 1 , ': _. �I � i '`' ' .�� - . _ - �`,��yC �+I
o " � ;3 � � -i
_ � .'� i. i �"y � ,: . . {����. . �; . � ` � ��. � .. �' 'P _
���'� ����I o, � � � . ..t. � �, - � . ;, 1ti ;p .
.
. }y� I� r w�..- __ � ' 1 c . .. r �=ah � '�-." � . � �;,r�"r f - •�"k,b ���(�. _ a �,`.
H i � ;'fdl � .c . . � ,. � � �, ''. r, ,y � r � .a ^ .
4=� � uJ... Y .. � 4/.. ''� . � - : tlf � ��.. Y .�;` �:f � p �� -,�t q. �' ' -
n �.: '�/�.. . ,�A i �Ty, L. .� � � �{' i ;� t �� �,r� �. '* e� 1x '
�� 7
� , U.�a s i t-'o; SI ' � i -� � � �� �' M^
�� �'Z y 1 t 1 '4M � �� �...9' ..a � P L:� � - .:
t . °�� � � � ..+r�r � .a • y�Y��,� .: � 3 � - ; � � . ,` � - ;� "�C� �'j� �l . �+?� -
� � y � '1 ..� � . .. _
K � w��•� y w�. � ,i �f�,M{ - ♦, �r►M �Y� '��� N ��� �y4 a e * + L� �, � ~ i F�jP��'�tl L
,� .•, h�, .y.
1 �q + �y �� - - s'� ^y, �, ''i� = �.
're �� � � � �r •'a� � i +�`'t q�,� ,�� � p � F f. I �'J � 3 �.���-� "�-� - f .�t� , �� � -. - ' _ -
'4''" ��j� � _ 4r - i�+ "�' � . a�� [j7,� � xi r' '� - I �y
��.yi� . . -R .-I;I-I• � , � . �.. .. .4{� ; _- F.� u �` . .�"�1_ ... ' � _ h�. . _ �` �?
- ��: ��`'�rl p s� ,4,.- m. � _ - -.1 -'$ :'�'.2*` .-;'-*5 � -_�,�.
� � , � ��� � _
.�3� �
,LL �'�,� ; �� s, � � _ y��,�� =-_���- � ^ �� R g ,� � � �
_M �� � - r. y� jt � : ' _ -- -� � . .. . - �8� ... -
` . . . . � v . , .�.
,,,�- y � y� a'P �°i �' - `�j'^c �
_ ° '�� +. .i � J� y;�'} 'r�I� �� � �!'� R � � �
� Y7� i -.I. � _ � _ .� 1. y 9' i• � _ .- rs -. ,9. .
'�L v : ���� _ _ .��. , ��, � wit'w {- � � .. � =�. . y�3F
..� � ._ � - v� . � . � _ iM I,fF ���� =.�- `4,
�'- a �� ��i . � ��'� � � .
" � _ �'� "�� - �j�- ` i cu- �1�.i r
r� `-� �i7��� `�: ... � � �'� ��• ��'�!� y � �,.:`- ��i�L'� r . �
- � '� - - ir, � ,� �� .
� ,.r
. . 'r .. s♦� .- - _- ,'.�_ ' � ..c T� �
�` .' -�� �_ j��►'� �
,r��,. �.. �� as�'�, r� �; , _. � ..' �
_ � ,;,� - .. . �,
t_" -- `:�; � �•�ti �_ � a 1
.-p i� �, :.� ..if ..�'. .y�� -��r � � «�
- . - _�� • ' � . ,�� �.�� �.�-, �- .� -,t�•r �'-r s�„� 4„ _ � • ���
' -�4'. ��.. �. - . � y,�. � � �` ��1. ��- � Y .
r•
_ ,�, ,r.. '
} � r`1 ��J���- . .�i�r.'.'�`��' )� '�3°^.. " �. '�
-�, _ 3 �
. i,
- —�� � � �
� j ., .
- i_.M C a��'` - ..� . � ` rj� _.
T�
� ��t _' S�
� �i� e� � �� r � �`.. . � .,� � 1�
- -'_;ti� ,e.� � .4 .-�
� '�_ � . ,s�k; ���,,_ -�
; 1' �
- " � � :•,S. - - � �'�, •� �� "�i
�, � �t•� A� +" .•
1 F� �� . `� • . � P _
l'
�� �� � J �� , R .
�s��.�� � :',t.
r' " ` , _ �
_ �.ry,w, -��� i- r _�
� �'�_+__ �
,.�� _.. _ 1�r��+�
���� -� � � _ ��
— r-
.� - ' i�R� +� _ _ —

s :�. � r . � ,.� . .:, - _ � ,r, . . � _ . . � :. r . -sR r - _
n. y y r
B 4 . .�
j�F 4`�'1�''� r } 4i . b� F `�� • _ �. � _ _ ,l'� ,.''4 � � �d �� ;��I ��'� � t�; y' y �� . „� tl :.t�y.�, 't+ •LM -J �`'.'d4�L��*'. �.'
�. Y ' x� � � r � ' Y �-� � . �ti : � �K.d 4 �►. i., .� � ,. � „ P � �S_ . c d
.r - �r +:�`b �'� _ . . � _ �� �° i � � � � - .� b r
i. r � � � "• k .« ,,:�-
� � , ..�o� - .. i . .� ', . _ ' � �,.'�y� � _ �' �. �� � . � ,i `.." ls,,� �,r d �7' r .�'_ ,. �E'�1--
iy1F;�',�.i.�,'� °� .'. ,. � ,.� � � - ' :!i.�� re ' # _ ,� .G� r.y,�14 Y� .1i7 'x1�iJ! '_
�, �,
4 � - I
� ,� - . . .r _ y ' � I N.
��: KCv f j
�. :�.... . 'a� � l �+a ai� I� lS u, _,� a,y' • . rC- � [�� ��R° J 1�-
- � . � . .., . • �. _
_ f'. . .' . .: �. .� _.� :�� -y T� .. � �' i . � � . .
_'P
rs�� , � ., ���...rrr+++ S. � � �
',r • L�-'. i��,j,lf �.p +#' .-.. . .'�,� .i �f�" ii4M`1-� ` 7� �2i7� �' -�'�' �+�_
'�+� Facing upstream .� K * �,�e� , � �� �fi ��� ��. � �"�� t �` �.��;�� �.`�;� j ,
� �
�-����_, from bridge 64 � ,� . .a { �� � � ; ' � � � ���. ��� y� ,� ��,,'�s- . .<� _ � -
� y t� � � ' ' '� ,�� � ;E ` '� � 1�'r' v ,. �,'1 -i "�v � � �r �' k "4 r �,� • ar T . �
� �,_cJ _ _ q' _,ey.. '� y .F, �z -- "� ...� . � .�' L ' y ���°�• �S'1', Y � �� S' `'���' s��
� �I i�� i A
: ,' � • e t,,��� � _ �
8 ; yI� y��1� ' ' if�(, �;� ,. �'#�$ `' . ' ' `- 4+_ `'�` ' P'F"' y�'iL u`.k � � •�. �' trlrri .. . ,� � �` �s �• ' .
�l' ,'i�F 3�� .,if-� + �.$ L4`' �� . _ y ...�'�� .•:I���.4 �. ��. .�-`T{9 1-.��1'v2` �p�'{-� i�Y•t . , a i �._ �� '��T. �
�y� f iT�}. ��^ �yt��:' ��N ♦ �"��4" �. �,�i.� li j�y i�� y ae�, � y �'', ��e . - "l��#�� 4� '.'T�"�'! i�'� Y- �y� - � �� �� �
�t.;,_°''�. e.r;'" n . � � � ��� 4 ��iih '4� � �@� .� � •, � � x? �~r' � � ��, � ti �• 45''
, t
, � �e � � ` , .4 °s �� � +�'.' _ ` �j. S ���,� `" - • r' ,�, ' '
Z ,_.. �Y:� a '. � �+. ': , •.��y�. ,. � . . � A�� . ����`i�" � � ? _,-:`� ;:' F , � - � '. _%i-� � '� .�;�' �4d�'�� -F 'h�'' vf�
_. _ . . i� � • ` r .�.
'6° s �g'
� +� �+� ;� � �:...4 _ .a rr,� � - ... ��� ,�`'�d`��iti'r �. , N 5'�`. '7$,��10�`� _� �k�.:.""�v� - �16.� }�u �' 71� .T'�=r. � � �:X�
,
. • ,_
�-`�` ' �s. . r� � n s . ', �y,,� �-k • d � _, , 4 � a a1 �, �� � . i',
y �L ��} .IF � "°7 � #'K��
'�k�''-� �.�� li .+i,, -,� �F �-,.'� � � _ y � , � # �' �- . L. � - i ` . "Y� �t .. '�� �' ' ��, � 3� ��_� y a �.}��� _ � �,. �9,'� �* �
_ � N �' � w �� 4 �iR _.
` �_t,� .-��y F��`��i�� !' Y N.� �, as �� �.�,a�' �.._ . l� t�y+�w�., �" ;.�.N �+ � ��'� � - .� *�s�� i } � .
�
� �. n-�f h �_ � -
� � � � � :�; � � ., � ° � �{ `e�4' � � � y"'!� s 4r,
� .- - s y�_�. . r ,� �'� p f . a�+ II .r���� ri : +�-n� �� ''� 's - _ ;;f- �. �:��+� - -
��Y� �.�u-.�, � 'ri��aT''i!e`,� .' 7r�`` �+�Y� �.�^� .�,t�.'6"L�• - i .� � '.•�'1• �'i' n -ic ' . �.� -q ���� . � - . - �py� r� -.
, .' � � 7�A� u� � �" '�.�.��v � �r T _ "' - �y, ��. ��� , d` x .'2 �u . ! " ' � . ,� � �t '.
cL`.'� - _ .� x �'R'��� � -''. e� . , � � ' ""� .S �73"$�� , �'��° ,�" . ,r�t� f� - '�',� aT+ ' ''S � � �t ��-�-
,� IS'!4- lli6�����
� � ` "h4'� r ��'-�a � e � � ����` � t"� . , �� `' �.�. - y � - e � " -
� ` � �' � � -:�� �� �>'' q r� :� E t'�����°'� � �rf'_� ' �' ;
���. � .�-'� � .1.'�"� �..� �� ' � ' �... a�t�� --
��"�'_ ..Y����3� g�i� .. .i fin�� � � . � R4; .1�'c��'��s..*4i� �e _ �ti.
� : � �3:p'���� � � ��- �-��
�.� ' t:��� �' `3'"`� � "'''i?`'' '' - ,�y��h"�� q - - -� _ � _
� p � ,� �- i �;
R� - _ �—. � r.���� . rll � t� "��� t f�d� � � ie�� •!'' . � . _
��' - � ,Y��.� :.�} - �.ci�.� � 4. .�� � �� h � �� -- - -- T� Y . �-,/! � . . � r
=z , '
..
_ ' ��*�� _ � '�' - _ — E - _ �:°�:.
_ � � ' ., . .
r-Y' � . ��, �"�i � �` i�x�i�'a� �" �-Y� -,� ,
� . �_� - :r . �I�._� � � - � �j, '' - � . . - e _ . . 'a � '� .ti°`a."'��:, ti4�
_r. � ��'1�° .. . _ i .... . . � �..c"_' ' y� -
Z, _ . '"'c#q s� - j�C_ ' , � _ _ � .,�,�`������ . . ,. � . �_ '1!� � _ �� - -
. y .3°1 �� � �"' - 4
M� � ' �?_1��,�i �' - - -i 4��.: a`K a��' �.�` 1;:� -,�` � �
�:'� ' _ ' � �
`-�` �t-r �C'��� � -`�L : �
=�,� - �'��'"' �r ` ; � �
�l � . .� � � ti �' w.� � �,� "`,�. �. `.
� �� �� _ � �
�T � I • _ o r�- . - ' Jis. ,�1?i.-`�+ii � .+E � ��•�� - r�R _ � .r,��
�' � y; ".�, k. . � ...t
— tis-
. ' . , �� �'c �� .:� � �.� � � � _
�� i - y � � =5.� �-a��.. '�
-xr y � ? t � �� - .._ � i�'��}�n " i� d � _ �y,� ., y. �.�4� �'. .
t � �` .`'��4�' p P"� `��-� r' � [ ,,� � „f.
k-.. �' g • � ' T. . r � ' . ..��r.' � �'�V _ �+` . �� �� ++ � ,� _
. 3!-i'���p�. s���r 'i� - ' ' � ,�b '�.�t` � r' �"'�Y ` '� -�," ,�' "��` ti�'
, ' ,_ ,� k -L�
. �y1 �n ' ..'' �/' n..��,' ` .� �' �� � � .
��' . . ���� R _` #+,k �r- . - "1-.ti '_I" '+�� _
. . � �: . �+ �' � _� =rF ''.r ��+y��, � �'" "* � �r- " y �'�4
c- yy�
� � -.,. ` .. `��i� � - , a" � }. h,T 3F' � ,r '�y�� _
:� y . - � � 1 � ��` M' .� � � '�.�'�i = tiy3�..��4cfn .� �; r'h� ��� _
:��r , . ` , � - � , y:
� y ' '� �' , �� �. �.,�� u `' ��t � k`�tg�` �� - 4'�. �a��`" �a•"�� ��a
�'. � ��Y� � , , ' �' ' � . ' �• �� 4 ' .. �� � -�� ' 3-� �:'' �a7 ,r'�� c� �i. . i,�„ } ` � .�-i:
� �� :. _ '_ �5 ■
.. �� Y� ' FY ,y�'� 1 �� "1 � �' fi� �'I'i�'-J ♦ ��� � 1� ���Yt.i�
eF'_. M ��i� � '"�" ��+.��' � "' . �{ `� �+�`� T ` �N ����` r � �
_ � ,`iL �.r�°.a' �����s` 1+..� ' . �-r+,+' � �� c -�'�f.'�}'. '� '��• •�4 :_� � -,�YZ� _ P
�` 1r�_1 4 F � ��..y �M�. �2� � �t s.M4E' � ���1�-.�,�}q�p � -� . $i ��"y+i�'�r.4' ,�.�..,: r '�- � -ir� �� � ��f�Y
.� _ _ �
}� A -�,, ,r- � n-
i� a� y� � � t I 4�f� , d � ��� y��:i � �.. , .i � �� ��i � { _ � ��
., � � _-'� ��'t� pk � R y ,�i��,�- 1 ..� � - # b s��� - t�
_ � �I � r � r • �� � ��� � ,, 4 �. �
_ - .��. ��n �,R,t, _� � ��� �, _
� � a"� a, ��'�'m�l�.�� .7$4�4�1 4- _ -
�= � �
_ _ - _ �� � �- — 'w� ��� ��p � �
� � ��" " r
i
r�
1 �L___,� _ � �"'� � -
�' - - _
_ - - ���,��-. � �' -� �'� ' 7
�_ - _ - --' _ - . � . ' i €' � ' _"�� �— � 4 _ � . � �
7 ~ ' — -
�
��

\I s
0
N
O
O
�
A
..
�
V
�
�
O
V
��Tfa n0 �iTa T� �/\l T� 1Y �l11 lli� �1T� 1T�f el� � T� �(li li 1T � Y�i
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISED
T52pm, Sep 02, 2016
r�� � as;s�s�ao�o
❑ x
VaughrSMellon � �
�o-,.,��i � E�9���a�, s _''° °
❑
As�e��i a. 843 �,4 ss�n
■ Naia�i»�agoi�o ° bos a ssoo
❑ c ❑ ❑
_ r����. �=ao� �a�9� d Ma.a� ��� e��R�9�. �sarra .
Prepored 7n lhe Offlce of: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH I�AUGHN f� MELTON .,����°�""""��••° sTazE OF NORTH CAROLINA
,>',"_ `e R�<;`�_,.
1318—F PATTON AVE. � oF.��wv;,��.,y :.
ASHEVILLE NC, 28806
20 l0 0 20 AO LENGTH ROADWAY PROJECT VBP.14.R.140 = 0.027 MI FOR rNE NORr,v cnRo�zNn orvrsroN oF NreN�N�rs =� o33oz3 `= �� � p��
;,, Up � ; � ��\
2012 STANDARD SPECIF1CATlONS `- ���.E^��-�:��� .�•` ��
P L A N S ADT 2009 = 1100 LENGTH STRUCTURE PROJECT 17BP.14.R.140 = 0.008 MI ,< r"5"'Ro.. � o�
HARDY WILLIS, PE ���"" "' '��
ADT 2025 = 2200 TOTAL LENGTH OF PROJECT 17BP.14.R.140 = 0.035 MI s,cNnruxE: PL `� `
2o t0 0 20 40 o RIGHT OF WAY DATE: PRo�Ecr ENc,NEErs � ��
T= 6/o APRIL 29, 2014 ROADWAY DESIGN ,�1N, �°Ro�;-,.; ��'�� ,�c��%
PROFILE (HORIZONTAL) V= 25 MPH REECE SCHULER, PE ENGINEER =�;oFEss1'gy ,_ �,� ����,��
FUNC/^1.� (� PROJECT DESIGN ENGINEER �a SEAL �= =
l.✓YJ� = 26960
4 2 0 4 8 MAJOR COLLECTOR LETTING DATE: :;-;FH��NE�p �p::
LOCAL NCDOT CONTACT. ",�"F�E ,�. `�J,,
_ _ _ JOSH DEYTON, PE '°",,,,"C;,S,,,.°
PROFILE (VERTICAL) D,vrsrox ra-aruDcs n�Nncex PE
S7GNATURE:

N
0
- - PROJECT REFERENCE NO SHEET NO
ta+oo � ���� � -L- CURVE DATA / :��e/ le' /q� 4
' esr. sa roNs so.00' �� � - —Esr. s 1oNs Pl Sto 13+49.00 Pl Sta 15+03.06 w,v srreer Ho.
,� / ' // � � D = � � 0 � 50. �, (RTI Q = 62.23 054.9(RTl \ eN�weea eN�
� ao.00' , T . 4+�9 7 Esr. n TONs T- 52.24 T- 3/.23 N cARo uucs
(V 1$+$O .. S NEER
(STRUCTURP.L PAY ITEM) �(. I (STRUCTURAL PAY ITEM) ROADWAY DESIGN HYDRA
CL455 II RIP RAP
EXCAVATION= 65 CY
�� 30.00'�EX.RW) � � � cuss uaiv anr R = 3/0.00' R = 300.00' ,�oe,,.,, „ �, , , � � '.Fo �
� � � � ... j � v ] � � ; ��`Fi � , 9', m��0:'QP C Z a
STRUCTURAL PAY ITEM SS/ �'�,'�' � �''�OF���N
r> RAN�A Site 1 i ta+55vnnoN= so cv SE _.02 SE _.044 '�eSEAL ��= " _� s F A � 9 9�
� nF � S' \ /\ 30.00' END+C�U�L�VERT �Do NOT RO = 32.5 RO = 76 :a za9eo ,_ e�: o33oz3 '
BEGIN CULVERT 13+65 �� � ITE �'30.00' DISTURB CANOPY = = ,� ; s m�.
U _ i� ,; EX. WW - -, i ' v'FHc E�-�' � S f s' � o:`
Q L- STA. 13+91.33 40.00' / � F/( ) L- STA. 14+33.00 END PROJECT 's,FF , ^�i�E � o.-
Z � � � � ��' .� -L- STA. 15+00.00 �EF i �F��M�'�c``�' ��Fy" .';'R`o
73+45 � .. ��. s � 1Y � � � � � ..�'. . F / (EX. WW� . _ . . � .,. i . _ . ��"��„ � ���,,•.c ^^�,,,..,,e�.,���.,00,,....,,..�
30.00' (EX.WW� 401� � � _ PEMrJ1�� - � � - _ END SHOULDER � � �
F; . �8" F ., �- ��r �, L'�'�!_�:' - � - ---- CONSTRUCTION UNLESS ALL SIGNATURES�COMPLETED
�` / � -- 9r � �,� ' I` �, E _ � ta. 14+7/.83 F _ � -L-� STA 75 + 10
.. /.- RE V ;-� ` ---_ . ..
�G � __ l l , F _-_ _� - RFTAIN � ...
BEGIN PROJECT � ,' `' � �'� - � , +1e = 1 ����� END CONSTRUCTION
-L- STA. 13 + 15.00 � � � �' " � � — : � � ` � 8 � �eau aso 1-� F � � � -L- STA. 15 � 7 0.00 i� � �
�� � - � � � ` ��
w � _ � � _ rn ,/- � -'
,o.- . -.IC- "�. - I -4'FDPS 10' n, J �� ... � � ,�-�� ..
. � r J -I � � I Y \ fi�� �� 0 U� � �/ � �V .
i ' � -L I �' o F � \ , .,�
.
� rr��
� �%�- F � � 1p' II �i � 4' �DPS I N .. l0' ' -�p -0 \, GR � � �� �
r
�
� .�., � – – o �� r � , ; ,
- � - ��
� � � o N � 5 - � � ,.,� / i
,
� � , � �, o ,o� – - � � —� �, ��fi
�C
i J/
i �
i
� O � .. /� � i .� ' I � i S- i I . - . i .i�� � .. � .
. . � N . .. . �j�" / .1� '� \ / . .
.��� � ' �� r �___- - F\ � HOPµURV .,. � HOP�2l�R4€D.�I r ' "O��r . �-9 ,/ S
.. � . � �_ F 1 R=gS' ��� , � I ���� _ F _ .. ` _ . �.�^T �"
_
, � � 1 AT ���_ ' . _. - J - y�� 1' 2Q'TAPER ___ �.1
y�� � _
T�pER . �, :..� � �i I� /9F54 �I /7.25' � LT & RT � �' .-,-� .
� 9
�� & r �\ J/ � �� � . _ ' �, RE PDG-- —� ! ,i � � � �'3 , � ,J� .
�
� �T R� �� a I � PD
� " — / ; /,���. �� �
-,
� . 13+30 �F �- ��qSP . R' � � �� � 14+47 74+80 / � ,�
ex. ww ��� aosa� EX. ww _���� �� REVISED
�" � so.00� F � i� ��sru � �� �
( ) - 30.00' W �BASEMENT " �i s�' \ % ��� � T53pm, Sep 02, 2016
.._� 45.00' 13+70 � ,� i � �.-� � 40.00' � r4PVIV61 � � ' ; � � �
s '_ �S(\N�'�� 46.00��EX. WW)f - � EST 32 TONS �� � � � �- � � �� .
,�� / / �� �,
, �x
� - �,-. i � CILASS II RIP RAP . . ... , ... , . ..
��� ��,, EST.7 TONS�' � � EXCAVATIONL PAZ � � � -_ . RETAIN _ f�'�_' ' , i. ,
CLASS IIRIP RAP SHADED AREA IS RIP RAP/
� - (STRUCTURAL PAY ITEM1 ��� � �� . - _- _ _
E%CAVATION- 45 CY . �
�°E T", "` E5T 36 T°NS��' DISTURBANCE ELIMWATED - SEE
DB V 7 I'C � NATNE MATERIAL
� `STR��T�a�� PAY �TEM, � �CULVERT DRAWING FOR REVISED � G°
RA ��
^` � FENCE & GATE RESET C' f'' ° as
� ;� �3+s5 To ,s+�5 Rr %`_14+07 ` STABILIZATION/IMPACTS � �a�ge�&Me��a� � s
,. � ioo.00� �o�_� F s
� ,
-� POINT NORTH EAST ELE`� ATION ,-� 14�00 ��Y �L. �, '^' � r v ue � a4
„ i
� �'� . - 100.00' - � ` �-; ` . ■ N�+n c i..
� � � � � _______ ____ ___ ____ __ ____ ________ � i '� ', Uf3 P-35'C 25i � 2 ❑ M
}, . .�
/ �_'"'� � BL-I 565319.5560 696312,3700 2013e79 �� � �-� o<na�o� o sa
FULL DEPTH PAVED SHOULDER - � � '°° "' °°aa 82e "' 993 � "° 6�"s°'
� BL-2 555A9L51q0 E96585e�1490 20QIe10 � p � 2006 �a �, Ma,p , q �,s A�e ea
BL-3 565508.0520 696800.6160 2012e53 �
i � i i i i �
� i i i i i � I i i i � i � � ( � i I �
I I _ _ I I —I I —� � � :1 _ : : _
— - r _ , —
— — ,.
,,,
_-
� � , -
_
; - --- - -- — -- -- _ _ , , �
. � --- -- � _ _ . _ -
_ _ _ -- � , ;. ,
, _ , o i '� I I ' �f _.__ '
GL STA. 14 + 12 .l 7-L- -�- __
- _,_J_ _, � , � - _ - _- 1@ 40 x 7 BOTTOMLESS REINFORCED CON£RETE BOX CULVERT � - - � : �� -
SKEW = 90 , _ ; -
. t , ` I - -- -_ _ � 2,912
� � � �
' -' _ _ � BEGIN GRADE ..— CJL ELEV. - ZOO2.6� � � E�i D GRADE - - --- -- - _
,,,_`_ I� - STA.l3+15.00 I � I I I STA I5+00.00 ��' BM z
. ._ � . . . , `. �. �. . . . . i . . : t _ i . . . . . . . _ - STA . . . .
�� i i - I
__ asu --
'' ELEV 200328 - � � -- ELEV.= 2,0 .
`' ,
���' ' ;. l 14+70v00 ���/''I
�'� � _ / � _'�/_ ,_ � � •��
,Q9$ _ - , ��'� _�_ _ ' ' Pl 13+60.00 - . ,-'�� ��Fv � ci7F;�F 2,QQs�
` �-< I � i L= 2.003.64' i
� ,, , EL 2900 ,65 � : �
� _ �, � REMovE �
� � � � � �� ,_ __,— ' , , � VC = 90' ExisriNc ��C = 55' ,, � , ;
\'''�� I � ' K = l7 PROPOSED GRADE BRIOGE �( _ �f3 _ ''' _
� � - � ���065� STRUCTURE HYDRAUUC DArA
�' � '' _� � �+�409 I
,.
� � '��� ' ��-�-- '"�� �'- DESIGN DISCHARGE _ 1700 CFS
�----`
6� ,_� _� � .. I. _`_. . . . . . . . ... . . . . : : : � : DESIG EQUfN Y - 25 YRS - —
�- - - 42% I -
�, - � __' �36200/ -k.. . l +)I 80 , __: ioN = -- - -
� ---------T--
_`_
_
f
� ' _.
(+)1.8042% ' ` � �
� ;. i i easE F�o�Ncrr - 000� rRss
' 2,000 ' - - - � easE t+w E�EvanoN = zoozes Fr _ 2,.QQC
o . . I . . I.. , ;. . . . . . ..�_._._ � ,, .. .. . . . .. � . . _ ... . . . . . .. . .. . . .I . . . . . . . . . . . . . . . . OVER7"OPPING DISCHARGE = 2/00 CFS
- � _._ -- �--- _ , � EXISiING 6ROUND ! _
m _ _.
3 . _ ,� .. . � x� . � . . . � . . . . . . : . : : OVERTOPPlN6 ELEVATONr = 20023yRT i__ _ _
i
� .. _. . ....—` ;:;:; �_ .._ . . _.. . . . -
I EXCAVATE TO s.E�EvarioN
� X'; s � ,� � � �T oarE oF suRVEr
a � � � � _ :.. � �� �..� �: ;' _ EST�250 CY4 i9942 Fr 1,99�
� �996 _ _ ... .. .. .. . . . ... DRAINAGE AREA 7.68 SO.till .. ...
u� I .. . � . . :: :: : � : �. � � �
. . . i . .. . . . . � � . . . . . . . . . .. . . . ��, . �. .. . �: . . . . . . ._..�: �. . . . . . . ��. .��: . �.. . . .. �, . . . . . _. _I_ , .._i _._ . .
o � i � ���:. �. .. .. .. . .. .. . . � : � I . .
° �r.i1 ...I.�. __ i i . �� �� .. . I . ... ... .... � ..: ..:� : : :: .. .. :�. �.. .: :: :�. .. . ....... 1,Qq2
�
� ' _ _ _' __ _ _ '_ _ _ ' . . �
, .. � ._,_ . I ,...__ ' . . . . . . . . . . . . . . . . . . . . .
� ' i - - - I EXCAVATE TO . . ;' �
a I_ - - -- ELEV. 1995.2, � BOTTOM F C P
� i i i l; EST.110 CY � i / BELOW SCOUR LINE �--
N p _. i -:
! �
� Q�-� I I NORMAL WSEL �i I I �— STEEL H-PILES _. �,Q.�$
� i = 1994.2 _ �
� _ (10 15-2013) I -- - - ____
� � - - -- - - - ;I i, � . _ i�.
.`�,: �,�%$4 I � � � FOOTING KEYED � �� ,.�I.S4
� I i 1 MIN.INTO ROCK � � I I
,� Q. � i �
N�
�
�ro:
=%^ 12+00 13+00 14+00 15+00 16+00 17+00

'�� ��:, I�,.>> C�) � I C�)� I�!�� ��' C�) \� " �' I"� C�) I.,
� �
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY Level III-A: Designer of Erosion and $ediment Control Plans
WITH THE REGULATIONS SET FORTH BY THE
NCG-O70000 GENERAL CONSTRUCTION PERMlT EFFECTIVE AUGUST 3,20ll
ISSUED BY TKE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND MICHAEL CLARK
NATURAL RESOURCES DIVISION OF WATER QUALITY. Date Iss�ed: June 5, 2013
Date Expires: December 31, 2016
Certification Number:3376
-L- STA. 131 15.00
�I�
��r,�
\
�
o:i CY i
\�/ �� ,
' X ��� ,
� '\
�
GIN CULVERT .
- STA. 13+91.33
401 r
� - 8 l , I
RE f� ,'
� - %" -
� ��,
a �� � '
�o' _` .... '" �.%I
� ,
� .
�o' , _ _. � , � ^�;'
�;
� -
� �s
LATERAL BASE�DITCW " � ` � `�"�`
/ �STRUCT IRAL P Y ITEMI
�DE�AIL 1 �
lS/r.-! � �__
x � � �,—EST. 17 TONS M I L
/ �\�/ ` � CLASS II RIP RAP � ANOPy
/ , \ / � ' j � (STRUCTURAL PAY ITEM)
� J E%CAVATION= 50 CY
�
� 1
� / �� END NLVERT
� �� � � � � F -L- STA. 14+33.0
- PdE
—�"— - Pp€ �t� �
� � I�� P
_, , •, - � ' =-- - - END SHOULDER
—CQNSTRUCTION
�fi -�- ST;4 1-5 t 10
= RE741N \
. F'� iy�� ����p ____ END CONS7
_�
Ili,)J III ', \..
�i ., A� �
+
I` - �-
--- —'—_ ��. �
io� - � �_ �
� _
�_
to� �-�
-- \
__ � ;
� ��
� � �� � ���
�
i \ 3?c
\
3`��' \ � �
��• - �`-� ��� �
BRIrK \
" )� � COLUMN
��'�/ � �..-,? ::^���� � - - PDE� �vt f ,, )� � �
� - - � ,�`�'�' � \
J � �
� e^ ,
V"LSF� �'�.., � �
� �-Z �� � � IMPERVIOUS W/BqSEMENT 5 �
NOTE �� '� � i � �iKe �Aenn�m `��,
� �
� � � � '� �� � �"�/� ,'�� � ,,� ��to� �
� � Erosion Control Requirements will be revised to � . - ��� ��y , � � �, ,_ , ,vs WA�K ;' �
include all practices in the BA including, in part, the
following plan changes:
1) special sediment fence at TOB and regular - as -
shown- at toe of bank
2) orange safety fencing adjacent to construction
areas/ESAs.
3) Erosion control standards (timeframes) for
sensitive watersheds.
���o � ���CIl°➢]��Il�➢➢
�L��vUo�JL ��ffC➢]��Il°�,Il°� �]LL'� ll' �II➢�C� -_--__
lL�b��,�� lEg��I� l[�➢�� ���I�n,���,� °][�����°��� �
�dunn���
���
�
EST 7 TON$ � � /� � � (STRUI URAL�FAY ITCM� � 1-, h� I� I
CLASS II RIP RAP / / r EXCAVAiION= 200 CY � �" I
�STRUCTURAL PAY ITEM) �� ( �� (
EXCAVATION= 45 CY � � / ��'
� � � � �� � I
EST. 36 TONS�� ,+'� ��,J / \ ('(
NATNE MATERIAL { { / � / � �% �' �+ � S �
(STRUCTURAL PAY ITEM) �r,� � .f �� I
PENCE & GATE RESET �� ; i � � � � � 60
13 + 35 TO 13 -F 75 RT � � i� j' �
, ,�_, � /
� / �
� �
/ �
JLV➢¢U¢D,��L �CQ'il➢�H�Il°�Il°� ���'.hC �Sll� `VllIl��1F.S ��Y]���3�� . . . . . h�/..��� ��
��Da��o�� ��.�f��� �� �mni° �n��rz° ��.d(cll� .. .. .. ...... ..- --------- -------� -]EW-
�Il�➢� 1��➢���t�����o�➢� �1��1�D--_ _ ---_ �
�� � ass s4E ,�a�o
0
Vaughn&Mellon �
a�„»i- � _ � ,_�.. � � a a �a a,�
A�nedlle, ea3 s,a sE,o
■ Norm r ,c ❑
❑ ❑ ❑ sas �a sboo
— FULL DEPTH PAVED SHOULDER � / /
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
��i il��lllldlli ll'a1N Y' llllA�1V 1Wll�1V �!]>lls 'V dV Y ll
���.������� �� �d4.��������i ����
IIDI������T �1F 1H[��]H[WA��
RALEIGH, N.C.
���� �������� ����������g���
%
� ENVIRONMENTALLY SENSITNE AREA
SEE PROIECT SPECIAL PROVISIONS
CLEARING AND GRU861NG
EROSION CONTROL FOR
CONSTRUCTION SHEET d
��1�� �����:��� ��1��1��v.�
]604.0] RailroaA Erosiou Connol llecail 1632.01 Rock Inle� Sedimrn� "1'rup "1'ype A
1605.0] Temporary Sil� Pence 1fi32.02 Rock Inlec Scdimenc Trnp Type B
]606.0] tipecinl Sedimenc Cm�trol Fence 1632A3 Rock Inlec Sedimea�c'Crap 'Pype C
1607.01 Grv.cl Consnucnon Gno-ance 1633.01 'femporan Rock S Ic ! h 6'fyve A
1622.01 'Icmpo�en �ennvu�d tilun� Urui�s 1633.02 Tem�,oran Ru�k 3�Ic(.heck'Cyve li
1630.01 RiAer B�sin tG34.01 Tcmpurury Ru �C Scdimcnr Dum "fypc A
1630.02 Silc ansin Tyne B 163492 l'en,i,orary� Itock Sedimenc Umn "ly„e B
1630.U3 'femporaq� Silc Dicch 1635.01 Rock Pipe Inlcc Bedimenc Trap Ty�,c A
16i0.04 Stilling 13usin ifi35.02 Rock Yipc InIc1 Scdimcnt'I'rep 'f�Pc R
1630.05 "fempnran• Uivereion 1640.01 Coir I�iber Beflle
1630.06 SnecialS�illing Resn 1G45.01 "Ccmporacy Smcam Ccossing
163LO1 Macong lnrtnlleriou
��
I�
I �__= RET/!Ir _ _
�,
I
I
/ I
REVISED
2r54 pm, Sep 02, 2016

�
�
BM #20 8" SPIKE IN ROOT OF 36" SYCAMORE 6805' LEFT OF STAo 15+9qo11 —L—
N 5655280679 E 696839055 E�o 2019006'
SITF
PROPO
3—SIDE
�
+�
�
�
rn
rn
�
J
W
CLASS II
RIP RAP
�
\
k
FOR UTILITY INFORMATION,SEE UTILITY PLANS AND SPECIAL PROVISIONSo
LOCATION SKETCH
PROFI�E ALONG � CULVERT
ASSUMED LIVE LOAD ----- HL-93 OR ALTERNATE LOADINGe
DESIGN FILL ----- MAXe = 3a5' MIN� = 2e3'
FOR OTHER DESIGN DATA AND NOTES9SEE STANDARD NOTES SHEETe
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT
BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY
TAKE CARE OF THE FILLo
CONCRETE IN ININGS SHALL BE POURED IN THE FOLLOWING ORDERe
1aF00TINGS INCLUDING 4"OF ALL VERTICAL WALLSo
2oTHE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHTo
3"QS WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE NCDOT
STANDARD SPECIFICATIONSo
A 3'-0"STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL
FACE OF THE WING COVERING THE ENTIRE LENGTH OF THE EXPANSION
JOINTo
FOR MAINTENANCE OF TRAFFIC9SEE TRAFFIC MANAGEMENT PLANSo
FOR FALSEWORK AND FORMWORK9SEE SPECIAL PROVISIONSo
FOR GROUT FOR STRUCTURES9SEE SPECIAL PROVISIONSa
FOR CRANE SAFETY9SEE SPECIAL PROVISIONSo
FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONSo
FOR PILES,SEE SECTION 450 OF THE STANDARD SPECIFICATIONSo
THE CONTRACTOR SHALL PROVIDE DRIVING EQUIPMENT IN
ACCORDANCE WITH SUB—ARTICLE 450-3(D)(2)OF THE STANDARD
SPECIFICATIONSe
TEMPORARY SHORING MAY BE REQUIREDo SEE STANDARD DRAWING NOe
1801e01 FOR STANDARD TEMPORARY SHORINGe
TOTAL STRUCTURE QUANTITIES
REMOVAL OF EXISTING STRUCTURE
AT STAe 14+12017 —L—
PRECAST REINFORCED CONCRETE
THREE—SIDED CULVERT
AT STAo 14+12e17 —L—
CLASS 'A' CONCRETE
REINFORCING STEEL
12x53 STEEL H—PILES
CLASS II RIP RAP
NATIVE MATERIAL
PILE EXCAVATION IN SOIL
PILE EXCAVATION NOT IN SOIL
ASBESTOS ASSESSMENT
GRADE DATA
GRADE POINT ELEVe Cd� STATION 14+12e17 = 2002a6±
BED ELEV� � STATION 14+12017 = 1992024±
ROADWAY SLOPES 2e1
HYDRAULIC DATA
DESIGN DISCHARGE
i DESIGN FREQUENCY
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DRAINAGE AREA
IN�So ELEVATION
AT DATE OF SURVEY
= 1700 CFS
= 25 YRS
= 2001e5 FT
= 2500 CFS
= 100 YRS
= 2003v05 FT
= 2100 CFS
= 25+ YRS
= 200203 FT
= 7068 SQe MIo
= 1994e2 FT
(10/15/2013)
LUMP SuM
LUMP SuM
6401 CUo YDSo
4,098 LBS
13208 LIN� FTo
9400 TONS
8700 TONS
55a0 LINa FTe
5800 LIN� FTo
LUMP SuM
l HEREBY CERTIFY
THAT THESE PLANS
ARE THE
AS -BUILT PLANS,
NOTESo
THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST
INFORMATION AVAILABLEoSINCE THIS INFORMATION IS SHOINN FOR THE
CONVENIENCE OF THE CONTRACTOR9THE CONTRACTOR SHALL HAVE NO CLAIM
WHATSOEVER AGAINST THE DEPARTMENT OFTRANSPORTATION FOR ANY
DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN
THE EXISTING BRIDGE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS
AT THE PROJECT SITEe
THE EXISTING STRUCTURE CONSISTING OF 1 SPAN, 25'-6" LONG, WITH A
CLEAR ROADWAY WIDTH OF 19'-0"91NITH TIMBER DECKING ON I—BEAMS ON
TIMBER CAPS9POSTS AND SILLS AND TIMBER BULKHEADS AND LOCATED AT
THE PROPOSED STRUCTURE9SHALL BE REMOVEDo THE EXISTING BRIDGE IS
PRESENTLY POSTEDo SHOULD THE STRUCTURAL INTEGRITY OF THE BRIDGE
FURTHER DETERIORATE9THIS LOAD LIMITATION MAY BE REDUCED AS FOUND
NECESSARY DURING THE LIFE OF THE PROJECTa
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO
ALLOIN DEBRIS TO FALL INTO THE WATEReTHE CONTRACTOR SHALL REMOVE
THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH
ARTICLE 402-2 OF THE STANDARD SPECIFICATIONSo
INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL
CONTAINS LEAD9THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE
107-1 OF THE STANDARD SPECIFICATIONSoANY COSTS RESULTING FROM
COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS
PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT
SHALL BE INCLUDED IN THE BID PRICE FOR 'REMOVAL OF EXISTING
STRUCTURE"a
FOR PRECAST REINFORCED THREE—SIDE CULVERT9SEE SPECIAL PROVISIONSo
FOR CULVERT DIVERSION DETAILS AND PAY ITEMqSEE EROSION CONTROL
PLANSo
FOR ASBESTOS ASSESSMENT FOR BRIDGE DEMOLITION AND RENOVATION
ACTIVITIES9SEE SPECIAL PROVISIONSo
FOOTING IS DESIGNED FOR ASSUMED PRECAST CULVERT WALL THICKNESS OF
1'-0"o HEADWALL IS DESIGNED FOR PRECAST TOP SLAB THICKNESS OF 1'-6"e
FOUNDATION RECOM MENDATIONSo
THE SPREAD FOOTINGS ARE DESIGNED FOR A FACTORED RESISTANCE
OF 6 TSFeCHECK FIELD CONDITIONS FOR THE REQUIRED RESISTANCE
OF 14 TSF JUST BEFORE PLACING CONCRETE9
KEY SPREAD FOOTINGS AT LEAST 12"INTO ROCK WITH MINIMuM THICKNESS
AS SHOWN ON THE PLANSe
THE SCOUR CRITICAL ELEVATION IS THE BOTTOM OF FOOTINGoSCOUR
CRITICAL ELEVATIONS ARE USED TO MONITOR POSSIBLE SCOUR
PROBLEMS DURING THE LIFE OF THE STRUCTUREe
FOR PILESqSEE SECTION q50 OF THE STANDARD SPECIFICATIONSo
PILES AT EAST FOUNDATION ARE DESIGNED FOR A FACTORED RESISTANCE
OF 85 TONS PER PILEo
DRIVE PILES AT EAST FOUNDATION TO A REQUIRED DRIVING RESISTANCE
OF 145 TONS PER PILEo
PILE EXCAVATION IS REDUIRED TO INSTALL PILES AT EAST FOUNDATION�
EXCAVATE HOLES AT PILE LOCATIONS TO ELEVATION 19978°0 FTe AND HAVE
AT LEAST 5 FEET OF PENETRATION INTO WEATHERED ROCK OR CRYSTALLINE
ROCKoSEE SECTION 450 OF THE STANDARD SPECIFICATIONSo
CONCRETE IS REQUIRED TO FILL HOLES FOR PILE EXCAVATION AT
EAST FOUNDATION�
����,, � � � � � � �,,,,,,
�,.� ,��, C A R� '�.,
,� Q� �,,����,,, <�y%
: ��,.o�Ess�o�; q :
= =a SEAL ��= =
_ = 20777 = _
' F �Q` :
�: y :, ti�i N� ,:' � .
��iQ�Q ������iii���\���`���
,, � Y �,
���''��������������`.
DOCUMENT NOT CONSIDERED
FINAL UNLESS ALL
SIGNATURES COMPLETED
Middlesboro,
❑ Kentucky
606•248•6600
Knoxville,
❑ Tennessee
865•546•5800
Vaughn & Melfon Qsheville,
Consulting Engineers ■ North Corolino
828�253•2796
Copyrignt p 2006 Voughn & Melton, Inc.
AIIRiqhts Reseryetl
PROJECT NOo 17BPo1qoRo1q0
MACoN COUNTY
STAT IONo 1q+12o17 —L—
SHEET 1 OF 9
DRAINN BYo FRJ DATEo 8/2016
CHECKED BYo HLW DATEo 8/2016 No
�
ENGo OF RECORDo JEB DATEo 8/2016 �
REPLACES BRIDGE NOo64
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
GENERAL DRAWING
PRECAST REINFORCED CONCRETE
THREE—SIDED CULVERT990° SKE�
ALONG �ATAUGA CREEK
ON SR 1328 (JIM BERRY ROAD)
BET�EEN SR 1335 AND SR 1330
REVISIONS SHEET NOa
BY: DATE: N0. BY: DATE: C— 1
� TOTAL
SHEETS
� 9

��, �-����i , (�lt>9) . -__ , I _ _I I I _ I_ - '� � � lo I �io aldi�i� "I�."o.�a� e I I , �� `, P� � - � I - I : . -- - -�- - __ - _
--. �.noA� �1tr �Iv�M •a 7eb°� �a I I� { I � �� u� hdd' I , � � - z� �� �' < .�'d/Viat/O� JI�lOI (<li�ld _�__I I �I_' � �9 �y �
� I� o � d dib n ss�a �\ , ,* __ I �� �i,.. ��;�,,Eo.z;d`�- A I, �� � �.i � _-� '- , � T� � li� �
ivar�.a� n�a�sl
O . . . 2� . . I�� \ nzo< nl . I
II c ` I I I I I I i � _ - I
� i i I I I I li
� I - o. I � I�101 L bS� �,�,� . a, I' O � 009
Z o� . �II . I i ..� � I � 8 , I � �8 ��.\ � � 'o ,� �l .,I Z;� . . � o� I L _ L L I I . I � I
._. ' 'i I '� I i I i
._�i_I �i � . . . i �'� o� . _.. Q ,,� I �-� i�. c�� �. i � �' I I � I i i I �. � ', � o � I
\ _ __"-I- I I.. . _ � � �I . i II._-II_ .._I_ , O rs,l\ dy :J\�•(��`�" ._``+�\`1 I .�1, �.� `"{'. .�. �Ci� , i I �I I . I _, __�L_.L.. -I-I_ -_. L � I . � _� _ � . . . . . I . . '. I I . I
--� � � �� I ., _�S� - --I- I i i i I-i i i I_i i
. _ ,�OE_I�-_�i-. - .. I_..-. I- . .-_ �.�OE � �__ r . _ __. I I, _ r li I I _ . _ in�t;. �a"�Zr,s . , i. zo I i.� � _ _. _ . . . . . _ _.. __ _-- . .. ._. . _.
--- - , , . �... , . . � . . . . . ...,s.._ - � F .<i .I . �i, �8 1' � . . . I �. I L_ _ _�_L � . . ' . . .
. . I �T I li � , ;�� O :. �-- I � r
. . � .� . � . �''� �i � �-,��v L�+ l� � ,>„ i�, , �:� g I � � - -li - - - il� .
_ - T_ ; I II � � I � i I � , I ' [2oabi •oa5 1 ' . ' . I �o.-,. `'`' � 4 � l.� ' S9 - -NOIlV _ I
�„-- .<x - ' <.�i�.. . '>�, .' ,. . �o�. . I = /,�1f�X� i ' �i .. ..I I I .. .I� �I I �i I � � � ' � :�, i �'
i � I ! ! � I I II I �W 1 IRVd l'd2`f�l�fl J.S) I �Z7,��T :__ A��:�- � inl _��'� '� �., .,�, „ Ro�OZ NO�1_VA3l� Ol id � � j I �� p ;
I _ I
�I � � � � �� � k�l�Ni V 3AI VN � �„ �� � � � �„ � � :, � (UJBlI AVd lb2VG11�f121�LS� ; � � � I � I , I N , i
� �roMOvaH � l'AI � � � � , - � -� - I
-�' .I_ T-.- � ' :. i p�r_ � � � � "� . . i i . i . �i ', I � � i . . . �I �. �
_ _ _ wvaalsan ' , . _ � � o
r ro�roa � ' i sNolirawo� iiwaaa oi ' SNOl� BE SS3 i I w,w w , d%-dl� II SS71J I I I I I oA ' I iz �
�t�t����, � � I ��'.I ' SNO1 8E'1S3 I I i i : i .� /
� a�a�No� I , �7 ` � _ � ,: . 7 ;c � .. � . \s a., _ i i i �I i i i o g , N
iaani �3rens ae tivw I I � �I , � w � �
4Nd 833NI9N3 3H1 A8 hMAONddtl� 011�3f�f15 SI�1tl1831VW � .�, . � . � � � � � I � � cn � � C
I � I I /
._. _. . ... ... . .437HOdNl38 ._.-�- � : . ._..-.. I . � . A�}i �QZ...=��OM.�b' ��X�.�'.. I.�. .I . " . 'z=� .. �. � ' ],. :!� ___\�_'_ _ \. I �`__'_-_ .-. �, �, ' -.__- � I _.-_.-. i I -L._.L:_.L._ -I _I ..._... � � _. _.._: _c^rn . _i. .-�_. - �I.-. .__.. . ��-rvrvy . I . I
S53lW011Ofl. , 3ALLVN'39VSSVd l7WIINV NOd 3�ddlll151YId� tl 341AONd- II i i 6�lC� Oa�. NOIlVn�l3 1 dn �. li . I "� a i � �i ���. .p ,� o \. °•y •,� � � . I � ... I � .� � .. �i ��.. i li � �iwr 1 �
,t k,ob , aNV SOIOA llld oi aoi uuo O3�Md 38 o�nous iviaaivw IW�bf Rt!d i�If�l�f12I1S1 3°JOINB ^� I �,� ����' \ \` � � I ` �cn' � �
IIVMOtl3H I � I I � I_I_ ._ . .dd��idBc�iQ '�CrN' �� I ntl :,� .. � ..`.., . . . � I � . I I ._I_ .I _I I _I_ I . �I . I �. I I I ..
s.�, 9D ' � I � \ Gl
wvaaisNn�oo anueN'aasn si ava aia ai iviaattnv anuvN Hi iNaw��dans � - I I< � c_ _-• '1SIX3 ,. „ �,�;a.. � � I i i I � i � � i i � � I i Q
I oi ahs'n ae xvw ava aia Nou�naisNo� iaamn� �wana ShdoR r� i 3AOW3b � �ao � i 1 =I � �''\i (1N31i1 A�'d 1b21fliJf181S) I' i i' I i i i ii � ; i i ��10 �
I 311S 1�3fONd 3H1 1V tisviaaooia ao aae VJV3NIS 3H1 woad � -0 i�( I � F � , i 12931VW i 3Ail`dN I_ I' I � I! �� ,
. . sai[�'ni�oasx � � � � . ��� � � . . i � c � I - � . �._- L . �. � . � I ti-< � i , . Z ( .
ooe _'_ � = i II --- - ooe I aaivnv5za si ivui idiaaivw ao stsisNo� iviaaivw anuvN i � II i �� o m SNO I.. AS, , , I
-� . � � ' . . . � � _ so � i ;, � � j O . _ _ L� � � � � � oP ��� Z . . O
_ . ,/'_ _ -,- .- i '�, i __-I A,. _- . �,_I . _- �S310N� I i I � ._� .. v� �-. - . � � zo u. l � . . � �' � h � � �I � �I � ' � �i i � �I �i �i � I � i � ' i � O -DI . . . I � � _.
_ . �� � I � � _. � - ��� oo � � - i x � � � � I � I � I � I I I ' I I � � I I - -- . - � � . .: � � � i . O(� C . �I -
. . . . . , _, _-1 � I i ., i ��' I . �. II Z I �- �. y � � � �
� �p�'� �. . . . ,pQ�� .. �I� �' . i � . . . � � . . . -. I -- -- , � � ��r��� � ' � � mv '��iroa Iro � °,� . v� �� � _ ,, I I I � I ' I . �I '_� J . I_�_ __�I I I _ .. �. �� � �' . � � � Z4ar .
� � � -� - � I n �- �y j •� �-zs.,rs�i i�� i� � \ ,�'100Z hdOI.LHAil7�0A�dn�l � �� �I I _ 1. _ ---1_ _ -�' �I �_ �'��� � i �v'� j�
- -
�Wb�bl$�/��Q �N�i0�O1) I _ I� II . � ! � �-ii "'�; I (W311 At/d l f1�7.7 i 5 II ' � I� � I oAr � -� II
3lldObd H�N3� Ni�d"Id�00ld � � i I � I � , � �� � n�i ) � _ . ��I� ' ���� i � �
I c�� � n\ I �i dV2V Ib itl SSVI� ' I i I i I � ii w°a � �II f 3� I/', (,�
.; � n S Ol LL lLS3 ! -- i _ � '° � I
_ ___ j I -_- ___ "-` � � A , -� .- - � I I _-_� � I I I f I _ � � ' J � O __-.{I ' _ -�-
I
_ I I I I � �'j _ � � ---
73NNt/HJ 1311f10 ,, . i I i : i �� � � ,. �r - � � F�sia, i+ �-- �� � �- I � -, , IT_�, ' o
i;,,�,.��u.�_,. d' ��;n,��ai,i-_ �� (r,�;iAiz I I( li I II � i I� ��,. Udo ,_, ,h€} ,���� � i�t�_ d � I I� I i�li I_II I_i I_ I _ I __ __ � � ?I� c,,�2.�032B �� � I (� l� I,
. �.,;� �o:; c'.._., -�� ��.� u � . . ��. ! � � i �� � �I 5 �✓Oe . �- , '� 4.p.�., ; � � 6ss.sro,rs�, . . I � i I � . . �1_ i � _. I . -pl -ip . . N . . �- .. i� I I� i �� i �
,:7�. ..;;r'_____ � ����. I �� -F/`c9/�� � /. . I I . . I I I I �I�_� . I. I. . � �, � � o . ' I ,?,I I
� [[ ;S'c'lJ \ -_ - o � � dV� dEil I� I I I . . . .
' _"" ......_ . L .. .�_ .�[� �.. �� II SS'dl7 . I I li . �\ \c��0-C C<�/ ./ /� I ! �'z i . . . . . . _T��.�� I.. I I PTI `r';� �lu �-;. � II f. � .,�'' J' �� II I
� � S �Yb .
I_ � �•.
� / I
___ i:� . . I . � . �'•., I . . . n . - .
&'__ '________ / �. . . . . . I � I . f/ . _ .
______ � i I II��I!
'_ •L__-__'___' ��L - ,- � iue s�s �- I , a �' _ - I I� I1_I�-I(_ � . _.__ . I li. _/
-___ � dNf70N°J"X3 _ . . '- -_I J_� �'"'`.'4,.,. �_� \ _\_.-I �_�_� I , �.�_ j I-f__I_�-_I-.. -`"�' I I li I . - _. . � .�l�m �: - .�JI�� .:I ' � /.-.__. . �. I�i'I li li I li
_ -_ NOI1tlAVJX3 �- L X,04 i .� � -II i� I , � � � .. ��� . i . � i . .. / �. :: A'� . ,i . . I I . li . . ��lo I i I_ _'-_' � 'aj , �� n I ,. 1 .. . ��i'-�� I �T -. I-_ � � � 'I � _ .
�B�L , � I I_- - .- -- I \ � _'_-'� 'e . . ., I � ' o a� I I - - � - I I� I I � � i�� � I i, �.��T.D i,� y °li u ° . . . li . .�. ���.
l- � i i c�' n rn Cl'.
aasodoaa ,S 5 S'9t AJ OQZ 153 _ � �� _ / � � i - � I � ��
� _ � NOI1tlh1tlJX3 i I I . � . I . ��\ �'�'I\ d,J l J II ' . . �i _ : i I I I I I � � I � �NI -_'A��� �Qom f I .�_ _.3. . . .
4350dONd I I _ �� I ' � I , , i � � �
-I I
_ � _ _ ' � •k2JF� � �'`4„ I . . . . I_ _I I _ � - �,:I I I �i l� I roi �o I r
IWt�3211Sdfl ��vi�ooil - I-1- I I �� I �\��;r,�����'�. ' '. I ii I_ i I i ii � �"�� i� _ `���i �c� � � I� !� �e �
._I �:. I I �� I '""�". S,y) . . . . . �. ; . . -. . . . � I I_ j . � � I � I ,Ci .. . . . I --- �hfln v� �
� �� �
. - � � � � � _ _ � _ ��� _ _ _ _ _ . -- � .-. ' �� I i - - . .. � . . � i I � �. . �._J_ _ - � I '-,-�� _ � _i� _ _ . .. _ _� � I I I �I-nm ' �
3lldObd I-IJN38 Nlt>lddOOld , n / �
l3NN`dH� 131N1 I� I -
_
I , - -' , , 1�3A�1f��__Jf�OI�/ 311�O�d , i _I I I I _ v I� , x �, � �� � I� �� �r
T ---� � - } �� � , I I _ _ � , �' _ I� � � �, O I
u.uat.�r,• I I � � I I- ` 1H�IN'3NIl I i II I (EIOZ-SL-OL) I I li i'I� D i ,_ __ �� ".i� �II
( Xb N) L t-� �, � r �� �'kV l��J) 6 G � i I_ r I � /b � � i I � I�� . � �I C7v'1 � . �
� �,v:� doai �� n °,-.. ./� �ner,+N _�, i i d��a �iia� ; --- �i - -� �� �-� I � I %ES 0�=�3d0"VS � � ��E�08 XObdd� Z b66L � � -; ,.i�� �- _� 1=�' - ��` '� � i i �G�o�':�
� , � �
� IV SSt`i� .nT..-», rU___ __ � `m� � , II >SV17� .. � . . . . . . . . . . . , . . , ..
�, _ �o 1 �� � I � JI��9100d =9��0 d0.4 'qc Z6:;�-�i - � � 135M l`dVI�ON i � � � il �� i� � -- '�.L] � �_ a I ��
� �� y.• �. /� - I � � � � . � .�?1�'A u-u';. i,-) . � , �. . . . . . � . . �. � ' � . �I �'C� .- _ m I In� i
�� �
- -- _ � _. <� � � i , . I � _ - --i; ,�
. � -- -
"' -- �- ---- � 'i _ _ _ _ _ _ _ ____----�, i- -- I l -
_ _ _ T Ld3l.�3N�1 - -_I . _ - -- i- __-_ �I�J� * ` �'-_'
___ __ _ � _ .
�e�a ---,aNnoa� �xa � � � �66 � � I' } �� � I G7 i �
_ _ I - i i�v I i i o� x<rn� �
- ---- ---- _I� ��, �, ,, ,__t ��-_ , .
<. ' _C_� f- � 1 w_LL. IJ 11. .�L�u��..i_� ,..__ _ . , � il I .
� I. . r 1 y1r _ � � -..,W I r �m a� �r ii Z. . .I m�,
� A7 OS153 � �0'6 .[ X,o4 .S'L A� 59'153 I I . . '�� `�� � :�� � 5:1�Je � ��� . � iti:_ >I�Ob X011ddtl I���, . .5'IOOZ II Q I � �IO � .C' i .GI -�� I
1�-ub ��rv�3� �` �
N a3Soaoaa �-l- N a35oaload �_ II_-I I-1' � �� _I a'�NI�X31� -r.:. .-: ---- � �I ����W � l3SM bA Sb �� O W Iil I� '� II II� � II� �' l' I`�`` ��wo p I I� �
I (S1N) � � I � �:_; . . .. ; i r�,_q .,. .. ..I ... . ......... .. . . ... .. i y � I � Im II I N y , �., a � , II Li"I
�.,. . . ... ... . - � I I
�-_ ...
� . � -..(, _ n. . . . : m
� _ \ .
� , � I�
s n,ll
_ _-_--- 3111d��d j.��P�l38 NI'dll a001d-S/O-'S-SiiI-�V-ll�i 3� -- ------ I-�------ - - --- _ . _ ___ ___ - �__ � -�q,.....,�.`- �-- , _ _�_ __ _°� � ,_I _ , Id �� w�_D,__ , .� _z.00s�i__'-"__- __-�I I _-
� � j� � � ' � '801�ASIX3� � � �-'Z J � I �.� �� =-I- � O���ie i ��s� �A'� I �a'"'i � �� � � I <, I � � '�'
3JQRl9 � 3Jt/d Sfl W08 'ld 8'ILL � � � � _ � �-d 'I �,, ��„ �
� I � � I i I (43AOW3N', 39 Ol)�� \��� � �� I � I -d I iD I�wOl I� O1\�� I I�I � o
� I �� 9V0'9LbZ N011335 3J4188 d0 3�Vd Sfll W021i 'l� 8'LL I 3Jdla8 `JNLLSIX3 i I -. _ -' I I I I -�+� P, �S ,-°
- I=II_ l II, li 0' 7 0 0 Z S O'£ O O Z o N S' L O O Z Z' O O O Z a 3 S O d 0 2 1 d S70"9LbZ NOLLJ3SNJ _ \.� F� S O'£ O O Z - I I_I _-`�i� I I I �� I I I i I I I
� -� I LE'EoOZ oasinaa i � - �� �. �� . I '
CYOOZ V7'EOOZ N Z'£OOZ S'ZOOZ °JNIlSIX3 I-'_ I I I -. __ _� II I I ; i 901'1SIX3 135M'21A OOL I i �� I i II I \• _I I II li i
� I -_,-- V'ZOOZ L6'OOOZ °N E'OOOZ 0'OOOZ lVNf11VN - - I __ _ I I � I i -_ � � ,. � � � I ' i_ '_J I I \, � , I
� .. _ �._ I�I . . � � . I_�. � _ �� j .� . .-� . -p/J . � ; . . . . . JJ. I �. �' - �� . o �o � . ' ���. I� _I- � �. .�_ . I� � . I ! I i .11. . _�`\;.i_ ._ _._ � � � ._.I .
•�R �/� �A ��S �A J L9 ZOOZ I'h3`I3 I� I I� I I
I �� OOS OOL ' OS ' SZ ' OL 0a OOIZ ani�aaaa aa�aaao� I '� i I o06 -TM9�IS I!� � , I I I i I, ! \V,
'�IM � I - 1 I<.
00'OOEZ 3A11J3dd3 31V�Ildfla I i I i I i i I
__ � i � i
I�, � iv nin� x _ v>i I-_- i � I �I I �__ I-: �, \ � I
� i II � 13A38 dOLJNl3a, SSBlW01 09 i � I I � i i _ �li , �_- I� '� �
� , . I.
A�N3f1D3tl� I� �08 313 J�NO3 �3a�0 9 H �,L x,p __ i
3l8`dl 3�N�W210��13d 31�b'1 ��BeI�V�R10�213d I I� � � � � ir ��zl.+�� v.�s �; � � 1 r � -- � ;\ '� I
�.Oa�t�! I WV3� � I _---- F�- -- � _,
- - -�- -
__ �
__ � � i -
� _ - - -- -- - - - -- - - _ - -- - -- --
ADDITIOIvIAL INFORMATIORI AI�ID COMP�l1TATIOrJS
DRAINAGE AREA = 7.b8 SQ. MI.
_ - __ -- . _ - - - - - -- - ---- - - ... - -.......
USGS RURAL REGRESSION EQUATIONS 2009-5158
__ _-- - - -- - -
HYDROLOGIC REGION - BLUE RiDGE (REGION 2)
__ _ --
-----0 ]36 -- -
Q�o= 288 (DA) 1290 > 1300 CFS
- . _ - -- -
ona
Qi$= 398 (DA) 1740 -> 1700 CFS
(50 YR NOT USED IN HEGRAS MODEL)
- - - - - _ -- --
0�13 ___ ' __ _____ _ _ _ _ _ _
Q�Qo= 575 (DA) 2460 => 2500 CFS
-- -..... _ -- -
-- -- -
0 ]04
Qsao- �94 (DA) - 3340 > 3300 CFS
- - - - -_ _.. - - _... _.. -- -- - -- _... - - --
FIS 100-YEAR DISCHARGE: 2740 CF5
HEC 18 Culvert Scour Equation (6.10) (OVERTOPPING):
Left: Ymax 0.84*�Q„^0.28)*(Q/(W�*(D,^0333))^0.26)
Ymax 0.84*(49^0.28)*((2045(40*0.00328"0333j))0.26)
Ymax 11.4
Ys=Ymax-YO
Y5=11.4-6.94
Ys=4.46
Right: Ymax - 0.84*(Qa^0.28�*(Q/(W�*(D�^0333))^0.26j
Ymax 0.84*(68"0.28)*�(2045/(40*(0.00328^0.333)))"0.26)
Ymax 12.49
------------. _ ._....... ...----- --- ---------- - -._.... ..._.... . _._ . .. _ .. .._ . ..
Ys=Ymax-YO
Ys=12.49-6.94
Ys=5.55
� -. _ - -_..
THIS PROJECT FOLLOWS SUB-REGIONAL TIER GUIDELINES
THIS PROJECT COMPLIES WITH LOCAL
FLOODPLAIN MANAGEPAENT REGULATBONS.
- - --- - - - - __. _..._ --
NO INSURABLE STRUCTURES WILL BE
ADVERSELY IMPACTED BV THIS PROJECT
� �, � - OL O�l 0 ,, i- ' �_ ` '_'� I� �
obz o� ob� os o o�-- o z - -
-- � � � - -- - ! �� � - - -
- -- - - _ - - - -- - - - - - - -- -- - - - __ _ __ - - - -- - - - -- _- - -_ __ _ - _ _ __ -_ __ _ -
, SITE DATA � �, �
Drainage Area ____.____.__��68_5Q�_ �`'���__.______......_. Source ._... USGS TOPO MAPS "CORBIN KNOB" &"GREENS CREEK" ', �:
R��e� sa5in ......_ urr�e reNNessee _. cha���er ___ _____ Rugai ___ __ _ '', N, CULVERT SURVEY & MYDRAULIC DESIGI�I REPORT �'(
M N. C. DEPARTMENT OF TRANSPORTATION
Stream Classification (Such as Trout, High Quality Water, etc.) .._..___.__....._...C;Tr , � DIVISIOi�B OF HIGHWAYS
-_
; Data on Existing Structure .�..@__�5'-6";TIMBER FLOOR ON STEEL I BEAMS;E.BTS:TIMBER CAPYfIMBER POST&SILLS u' HYD�LEIGHSN. CNIT
a:
c�
Total Waterway Opening ____ 123____s.f. Wa4erway Opening Below 100yr. WS EL.__ ___723_._s.f. Q
; Debris Potential: Low ❑ Modera4e � High ❑ ' a I D No. BD-5114AG_._.__ Projeci No. ___ ___ 45360.1.33 • 14+12.17 -L-
Data on Structures Up and Down S4ream UPSTREAM: 3 RCBC BARRELS @ 9' X 11', STR# 337 3; -- P � Statcon _. __ ...... __..
_... _.._. t9: County MACON _ - .._.... Stream .... GA CREE - __. . __ __... 5tru. No.
_. - - -.. . -- - -- WATAU K o 064
� -.. .
I SR 1335
DOWNSTREAM: 1 SPAN @ 74.5-FT. STEEL DECK ON STEEL I-BEAMS; CONC ABUT. _.. .. ...... .. � On Highway_ SR 7328 (JIM BERRY RD) gefiveen ISANDERSTOWId RD) and ___ SR 1330 (LYLE MILL RD)
' NONE ' �'
Gage Station No. _.. Period of Records __ __________.._ ,____wA.. _...... Y ' Recommended S9ructure �@...40 X 7' PRECAST REINFORCED CONCREfE BOX CULVERT W/HEADWALLS AND
' ' m�: _ _ _______ _ ___...... ......... ...__'__
rs.
- - -- _....._.
Max. Discharge.. _.._ WQ .............. c.$s Dafe..---.------. WA----------------._ Frequency ..--- - wp_. ._...... oi WING�M'ALLS, WITH 6" TOP BEVEL
' Historical Flood Information: __.... _. _ ____- ._- - ---- -..._
; N ......... __"_._ __-____- ________ ......._ ..._._.
' � 20'-0" EP TO EP
Period of �, Recommended Width of Roadway ____________ (....... ._1_________ __________ Skew ...._. 90�
Date.....072013 1998J 5_ Chad Wodraska
_.... Elev. ___A.Est. Freq. --_ yc Source Knowledge_... 1__yrs. o'
! Jerry Schuler TS-1 Period of ; u"�i', Recommended Location is (Up, P�i, Down) $tream from Existing Crossing.___AT EXISTING CROSSING
Date..... 7994 EIev.2002.1 -ft.Est. Freq..��-+---yr. Source Bridge Maintenance---_- Knowled9e 31---Yrs. i °'
; LL Statewide Tier ❑ Regional Tier ❑ SulrRegiondl Tier �
Allowable HW Elev. ._.EXISTING 100 YR. WSE - 2003.44' {} PJormal Water Surface Elev. LL
1994 �, fr� BM #2 - 8" SPIKE IN ROOT OF 36" SYCAMORE, 68.50 LT OF STA. 15+94.11 -L-
; ! � Bench Mark is __..___.
- - - __ - --- - _ ___._ _ _._...
I Manning's n: Left O.B. 0.080 0.100 Channel.._0,045_ Righ4 0.6.0.08Q0.100 Obtained From EFFECTIVE_ FIS_
j Non-Encroachment N 565528.67 E 696539.55 Elev. ._..2019.06'....ft. �atum. _._NAVD88
�I `o ------ ---------- ---.._ ........ .......--- -- - ----------------
LIMITED pETAIL MAY 4, 2009 tO
Flood Study/Status -- ------------ ----�----- _____---� ._----------------- Established? _.YES ', ,�
' ' o: Temporary Crossing ..WA {OFF-SITE �EfOUR)_ _
With Without �o: - ___ _._... _ _... -
Flood Study 700 yr. Discharge _ 2740_ t.¢.s.; WS Elev.: iVon-Encroachment �003.1Oft.Non-encraachmentz002.95� , �,
@River Station 29b0.265 (Duplicate Effective) ' �; _
- - -- - _ _ _ ___ S�I � ' ,� �, , -
DESIGN DATA o `� �� � i, �� ��
� '" ��! �f� ��� � '
. �^ .
' Hydrological Method .. SIR 2009-5158 REGRESSION EQUATIONS � � � Y ''��- '��.,.` � p� ; �F f .-""�' � �
' Hydraulic Design Method HEC-RAS V 4.1.0 550064.PRJ �- ��� � �" ' F��., __
; . . . ....-- ( --- -- - ) -- - - - - - - -- - ----._ ...._ Q: � -- `' �,.: .. , �i -_ .: = � �$ , 1-�5-
Design Tailwater � Q 5.3 {{.� (� 6.0 r✓a 6J6 7.4 _ --_
, �a . zs - fr'% �so- - - fr�%Qioo -- -- -ft•� Qsoa - - ft ^ sr� � _. �.
I �' �E� -- � �� -
Inlet Conirol Ouilei Control '�, �',, ,; ���' � v,��, �; �� � � I �� �� _
Size & Type (aas.) Ke HWiD �11W. dc dc2D ho H LSo H.��W. Remarks �', o' .1 _s,.-. � _ ��- _. . - -
; Z �F' .. � . :.:,.. . - _ `�`=�,
� -.. --. . ,. . -- .
p-�'•= ' . �� _ �
t, t
-, I'StY.�� ,. .. �' . .
' ��.: n � . - . � I�
Vi ���.',� `m?.:�. .�� � I
o: �- � �'�;•, i : � � � � - I
. � � . � :;x,� � �.� � � . � : , j
-� , -i
o �; ,,��:, .� - � . ,::_, s
z _r <. .�s��y �
' C ., � . i �s�'�. r ` � . _ p >
, i •,�� � :.: ��`��`.' .\� .. � _.�iT`r';
I Is a Floodway Revision Requored?.. �OA 26 Total Proposed Waterway Opening . 181_ ....___.s.f. ' ` � � � � c•
�' �I N I _._ , .. r . . . �_.a_.._ } y ��.
1�
CLA55 II RIP RAP � ,
, Outlet Velocity (V ) ... _. ?•2_ f.ps. Natural Channel Velocity (V ) 7�9 _ _.. _ __.$.p s. ; Y.
�, 10 10 , W , pdnamm�°�"nrrppmnnnnnHagnA.
, Required OutletProtection - -- _ _ I ' ,,.s° �N••�A•-.� �,�g
R
• VAUGHN & MELTON CONSULTING ENGINEERS y Q�,= �ESSI �i
�' Des�gned by: --- __.._._ _ ._..... = O: �� ��( �'•.�/i Q'^.
_.
', INFORAAATION i0 �E SHOWN O�I PLANS oa+e OCTOBER 26, zoi5 a=:. e �.� �
;
g 9 1700 c.f.s. Prequency zs y, 2001.5 F, B�DLEY S. RIDNOUR, P E. : _
--------------------ft• Assisted by: _. ... � i S F_ aA L
-- _
Desi n: Dischar e. r Elev � ' 033023 ' =
2500 ev. Ta en @ River tation'2�9�76.045 2003.05 ff 3' Project Engineer : HARDY WILLIS. P.E. P�•, ;°� _
- a
_
, Base Flood: Discharge . c.fs. Frequ�ency _.. __.yr. Elev __--.. , E -� �,� �j `4 90'FFNGINEER.•'��,^s
, Overtopping: Discharge . 2100 c.fs. Frequency.---_-_.--- 25+ y 2002.3 Reviewed y _,�i �.... __-.-- Y......••R�Q.,p..,
°m 6 : ��" / .�" `�' -. '`. �
_..... r. Elev. __ -- - - _ft. ;� �y� r„�a S,
� i%�'i�/..5' J,_ �nyueuiinixxim,nn��Q �
� Q/�dJC.2s�, 5 %�m,pcvt,
PE

/mtAn I nnlWel
�„I�-0N.OIIYB�rts
No rn�tnsToiuc on ttisToiuc eao��raTi rs
PBICS6N'f/AI�R�C'1'LD I�OItYl
vnn.n:cr mnonaanr�orv
nn/earNnr B0.s119nti Connrx� Mnaon
0'6CNu. d9(OJp Docnnrem. Mli�inwmCnloriapnmimom
l+d.Ne� n/n PwnNug: I'�]Siale ❑PaMrN
NeAerollUSSICIi)P.muN�oVulred9 jXj Vus �] Nn Pr,�nl�/J'Pe: �uudin�rniG
PNI11YCl I11M1CIllI"1'111N: Repinc fIrI05� NLY m�er II'nlnriknGrcAnn SRI.¢X filLu Rer�y I( lln Olmm� Cmmp��
nr0i tino0nu. /4ePrun�lGiLXr rWf/E� ml�lnu'rl MIG n numArmv�mmn IlxuvLpud•lonuPn lIh
,�„uwiwi�nn,,,imer,�r�,.�e.�o�.,,,,�m�.,+n�m�+n„mu��„�a�i�..e:�,v,o„e�s.o„�,.,i�,m„�m��inu
n�..,u0'�„o�o,�m��y rn.. n�ro m ie.. r�„m,�,�ne��,. e,u,r �„/o��... n�.. ���.�e�nm,�l��rnn,n tr��„ne.y ioe�xnn
m,��„nie, uUm�u eun,.nnu. nn� �na,,,.�,n,�e¢m n,.� lrmu,uon t✓k=�.lnrol n� rn.e.�5.++���r�+��.n.�mn/+. m
iciennmoP✓.�wi.�ni esnK..iiir.r�bm nr mnf.,�� �.eon �tnp r�u..��pla„���.r,.m. �Po:.vxuse..�nr....rom.
6UMMA1p' Of FIM) W f.5
rn�rvo.o, o�.oia�� n�v,,.�,,,�„r,�/ �n�„�ponm;��� lrvcoos).��.rr���n n�...�m/rnn.l�.n���n nur.���o�m�
mn�rm +.nam�e�..,�.��rt���,�..
Cl rn.�.���«���re.�e,���inosla.�,y:s�io��s'umr��.nar,�r<�i�r�.ena�inan�oi�rs��,����rw�niam�crs
d�m�.mom��uuv�p.niestr�n,unnMv=��•��dwn�a�K�anciaawmmoae.n�uco���ieernilouawin���w.
y[ofmfc. rn��lEn�zwlolzP¢ii
❑ ILe� _ oyrn�nliz �ilLuil�epml�� volpol0 e(Iv`o4
❑ n�,�y�oyem�, e�rvrr==�mWm����m.w��ty.iwnim.mnen��imnm���m��min.���n�tim,
u �Lr Nwiurvtl Re�sie�.
�] Alll^^V���eiylemviLun30ymsulo5�luaWalWlM1v'ANLh¢rebmu'etiieleeeAuuJWIwml�liwwdarLislaric
v�tlul �nILSULLionlOduN¢Nu6mial11is1omYmvrvnimuAClanJ6[@I�RAu1Lu:Lwmm�plele�fo�
nn v�
❑ rwtiw��wu�.wn�o�oo�=�v,s.nimmre•:Mnymti,.r�im inu,�na�o,�m..�,m,.,,wwe,�.u.vno�0
nrro�icm�ur
�1 rn«< own �mn�e ��yl,me��smar�.lumermkr �m�r��, ���.�aiam.mrm�rzoms
� n,,.��m�iim«:�m���wiosmme�sleaim aa���nro��..����a
❑ sm..�,m��. �,x�n���a;d� �oim�pr�. �r,,.yoa���oiom�m,�
❑ s�nsio-m«:i�.�raennon=ahi�imrm�pi�na,=��=�rnorr����i�c�om,..o,,.re.rn���m+meaiie�m=ra,nio
n,�� u n=c�:�
❑ miie��ri.enmeaoL,sl�msl..siomimwnM�ieenvrnwenm we..�ewadiama�n,�arnr
amlinwlnf,lmbz unli$mLoril111mfiFCNalinnu1Hi51oncPnunw4cnAciantlG6121-LL(u)IrvM1em
nmplokJ fnnhia pm
❑ il�nrnn.nuM1�ebdqvopw qV�e��mMe�IWIrv hp�l'+' I.I�Nul:ri�'n uunNkwrrvu4innoeAe�1)
IDnx�mm¢ rv .r .n.-�aoiFYnu �xqm mrn.u...�.�..en...m...

sunuxnnv or cmauxe�. ar:soimcec nrv�rw
u.�.rn.adnw��� �r ����a��„ ��n„r�:. ���,��u.� ��r �,��;��.,,�m <���m���i���.:
n ���,r,x��•,�.�,d �du.ra..�,r.n � ���e���i�e„i mr nria�. orsn�� md�,�.oi��sr o�� r���.a,r, n��e�n v. z�a
n�m.������an �n.:,. ��� r.�.o-,�.�iv �„� �mdre.,an,,�oi��erc,i,�a�,:�r, m�a«n wae��� ino �����,n5�r�.dne,�y
�nm=��u �o n��a�m�_n na¢ ��a��n��am���.,ri�.n���,i r�eiTm.orm.m��� ri.�.. minivi, siam snmy ��.�w
�s�.l. wc,uv o�.�ik�nmA P�q, uciernn.a ia�slnn: (nvl.=�d s,�.�v=d em (a: mmr��ni�,.����dnvmk
oalmbl��ni We;arsi�ro wond.e«nid�Jeil aixi �ei. [sei N opat,, mx0o.a Inu'�wa rea� �fen.
wisloawlaAmm��inWOAVI:M1iWmuWvnsloinyml"��Ilmilnwlnnnnoial.i� am'ku�.dbl:.hMJin[ix�
,�i�e�rNnnunur i,�ar<,.�es,��r�.,.mime��a,y...,,.,i�.vi,-,i.�ioiA�.,i.i�..,,�oie.�n�r���.anyu.moia.
iem����.�mr.,���. x�,�,.�...u, u� i„��n,�nr �rnie nm o�ar nmi ����r�.�r e� w. r,.�r�..�o aon,���.��
nrrecyoli�a �u➢iJ1d� mmnna�sioc/muv_y w Innure �F�uw uItHP.:16161oartiveolabla: dupo4u'�
usae��au,m�ia,m,s�mm�mm�;wu�ma
roronnrmc ouiuun.mnsirv.:yir,nv:0�=nl.n�en�n �,ih, �msi�ia nm.
rei�nm�ni� ,6rm „nu,,,,m�n�ni�.,n,. .n,� �m«u��w �vnm ��
�i�ini��nrmala��n�e�.nre,n/v +�onnn�w��..rr�oi.o�mn�n�omm��c�esini�e�n.i..oioii�oa�r�,
eptlmilwrel, LyJm:n�ol.end o0wi aiMlan�ypc dlsim'Bauw �vLIfL nay havc p¢wiously Acyvcy-.al nr
Jlsmanilvl nnhnuwu vrcM1nenlnGlal JepuiiGmfen:N4. ��IOdn untl 4urnnmJlny JieAPE
Smvoy uI1Le Ottllqe W p�o�e[l ueeaFnblamnLuuuly. NovW 4eml0�a was azmmV����utl un �uQu522>., LllfG
InIlM1lly,n minvesJA�� u�flM1zenllrtprvlec mdu�leJTliis ved�»IJe�llfyany
�t,�.e.�r<,�w�,r�n �„�u�s�mi a�� msweirzi.�i�.,�xi.a�n m����imv� w� ei�uoi� oi�n o,�r„rnrs�����rraa
¢u'tlgaiton ncrossery IorCi ofo«����P�B���.I'ollnwlny,alhum�� liu{IocRan nod.bs-¢mtm[oftncAVF,i�
�9 MRm�IxeJ tl�n� na5hovel Icaing �vaolJve nu'ttFary urprula� uimpllpnm il�e nnnM1wGY2m i�untlmpi
ws rypAetl FY=1nl�in�, cu�aoA innJiGN M1IIINnV�. �nIL la� o¢ol�aum� o(aoY kOW. T�enoN�racrem
qondian[wnsimrlmdhyimpacmnso�am��vllheLome)fdrmsta.Anopeismcm'elinucmgispclny
bobsmiwmpassa:IM1v �I'L LryunJ tlre tllsniAed tlphtoi-may M1or¢'I Le rvvu mnlhvro pm�eoal^, iln^awem
chanctunxeil Ly en�Jetlynn�nJ sortamzFo Ju.i� iLeil{] 32qmnilwrvy.TM1e)Im Du.ry M1I:II �uc:s mere
lo[elcA opPi ocino�a�' li0ltMutF nf ILod {�iei �YI! InipaC¢un[In IAv Tnll�oaaem rtnunAnntN[nunpM1
�oYlM1ep�Ipinplla�ndal nOnl�c� mlplen z111=1n�MVJpflnnMeya� neG�e� nil
aeh-tlmnpl�M1av adv�.elY+mry�auAJm unulni Inrpeplm n(ILe%�nmitlinrfvc nlLlniM1eN'I'.
Jemm�YhnlcJ nx�mxamroferorleJ ulaSsnbrall ns m[M1, I� b lim InvNiy�lm� nplmrin Iirvn�nurtiieeulo�Iul
JeV��YibelilllxleJ wl�h �Le9� liin 9en'y MIII rvJI6e.Jle[lerl l�y ILmuuv W Jllun ellni t Iluwm'n'..rvoNnn[a ul
IM1e gronntl iwfn[or ouPvartl oVtlm �ullimA AYk' pm�ep LonnAaly In pm v�olnlry nitlrt Ilm Ibvr} MIII
�.��umiwre„ix�"dn�iy i� �u.�mm� �nea ro�� n�s �n�.,.��i,,.uoun.�rn��. neesr� . arn.wre.
ns�ir�cyni.�snoanoi�oraaeonimnnrrea��imoi�ani�o�.m�iia�r�a��oa�m:���i m:mn��m„�a.tl.ny.'�mn
mJiJr[luc e1M1¢�mflurq'NIIIIrv�:InlLe utliu' mpinlLL9wpJreWbu vodiLe
�minvlL n l so �ttu � Jm
pmpamtl ccoe�rmnno nnryetl aone 51➢m tl�u feVlmm�ienml(nn r>nnotlyaN� m be tlnninnqvcin smpa rnd
M1erpuse iFepmi[a�alll not imP�«�M1��i'casb[yonJ me e�isiin6^tl������-wy, gpniGcv alwral depmlts
cllylhle InrII.IInN �� ���e NIIHIbm In�M1lynollkcly m M1e. Retlzd Ilun nnzlteram'l�vltlnn delnoM1n Ihednutli
cfexlshng f'I� I 1[p Ix M1. tcraoivltleretl, uJtll�lonal artlieeuloIDn� aurvcyanJ bukpmnnJ fc4nrtF n�y Ue
,�� o�nldtl and� nvufrmildl nf IM1e V�'^�eenn IM1c NVL�ulopy Gnugi wlll bo requL'vJ. �s.m'uunlly p�'o�:orz�l us
m„� ,�,�i:��.o,.irc,��,n�.m�..,,�ru�„�.���i�..��nen.
srmroa'r uacemr.v rn rion
suu im.m.n- m„pnL rre.ronssnrvcy mrn. Nnmac CnraSn""a�m.µ r�mamopy ur �mu rim� _,nvry.
t;k��� ��,�oivu,u.�_ E�Z7/Zo/L
c�im��i�w�u:.sv�muv,n�coor mR �

00
�S�V
,��...y,����,�,._
. ,�
�
. �__�- �.y�_.. � _ _..
_ __ _ �..�__:

Britlge'�'64 - USGS Quatl Map - Corbin Knob
r `�"C ..;���{i —. — .�SOV
_ 'f. f � _ ' t{um -��
`. ` _ .
'l \^�"£R — �Fn o� �r. ..
°+s �, �! . a.. � �� �.J�
��'ve I .r — � �! �'
,. ' �� � ' . '. � �_,y�•.
" it � ��
�/°' )'�. i 1 i ,. ,, - . ' .
I�� i �\: � r,r �-.
� i-=� ' .' �I �l�oitAa o � •
� ( � u' f 'he � �`0 - .
, E • � \ �Z
{ ��
/�,j_''- -'•< �, sy F ' .
>- x� ; �.:;� , � _:.�.p" .. ;.
. . � , ( •, _"
, � I �% e � ,=a�n.
� a ��
�
�� ���� � � - _� ' �

29
'< I�\�I���I'� !L1 .( (ry��.`'ll`f' )Ik' S.� la� 1
\ �
ry�{ �
` II
� � V � p � A�� . � � 'i� l ,
�i�� I � . 4�\ � ���:� � �f����`� \l� �I�� � M�i',.i
��J�P �I��L-.�l�ii yt�,� �i,..� �%1 �� dyK �I
li YF ���� � �� I4� ! �l - � ��a � ',�
' � � � JI\, . J �. �-F ��J�� � A �
µ/���\ �� ''//.,���II f � �` \\ y-_ _ I.
L — irt
� � � � � � � ¢� .'��VI . � �
� � �t , �
U�^�'� � , > r � � � F� m � .� �,
n -� � i �'I
„�r � � ��' ,�ti� j � � _ ��/ � �'��
l � ; `
��(�� �f�G�� � � �: ✓ ��f
,
« � i, �
� � �ry �,, ,)G-r,` l� $,..� s
�
;, -,�, � , ��.,IJ,y� .i ,� � �1
, � ��
, �
I P .
� _ /� 1 � �%�p / � � � �� � �.��- L�
1 / - � � ;,. /" l �e,. t I
���a� � � / / A � �1 � y _
/ / \ ( � � ('J�� � I ';
o �
� 5
1 � �/'� � ���
��/��'N ��'��_�������I�/ h'�'�� ��l�.I`tl
�j� ) ) ✓, � � � J� ��J� �� '.�, �
, �
i�,.� � ( % 1�l fi�p�f ^�� � 3 .
�l � � „ < /� r _
� d, LIM1fi� �/�r�� �rJ � �� .�
In
� (
� �l h� � �� 5��� ft}/u 11 .•
i
� 1 i x. 1 r. tP i -- ���,, �"� I
, � V' µ� f*,n ( .�� r
i
� �� ) /��i I � -
�r .;-o ,, � � � ) � ' _
. .N : � � �:� I-�I
�1 i ; �
,e�lh! ( 1 ��CI*�^\ ��`,� \l I
l� �I�� �, ��� =�1� «� __ {!
�

¢�'� � ��a�wa t+*��:. 3r'�-.;,`
w, � - � ���.
' � "� b ,- -r;
L' -- �_ ' � f � ft~ �
1 f �% { �
`� ` � 1 r. _„ �
,, .� a � �' _
o� � / ��, ., -- — _
� �
4ui J e
/
in. �1
1 C f e � -�
.. � 0«
VA� rt y — � �
\Gk `��/ � � � '3 � �
/ /-� �
� �tl / � �
� �1� Yw . � 4 � \w�y(�y
� 6 � \ \ _ \
�, � _-1:-�:
`
� �, .
(� � 6 1
\� V �p� f"`l !{�ti�lLMLn Z�� .
. � . . 1� .cl � � -� .`r . - .. -.
I
y 7.� I � � � �i� . .� , —
.1 i
i � \� 1 . � �
. .F �� �. � �}ti, M1,. . .. �.�Fq � E .,i ��
sl J1/ `I _
M ' ', � l Ou ' _.
/
�
� N� A_ N� 'P P+ ll A� ��. A,�� `.
�� ��.�. � . . . . .
�� �. �i �
„
� �� �, ` � ��� �
i; �
�:y � �---�\ -
l, r�.'O � �-'r�� � - \�'- .,
. , � �a;Nv�,� �',., ) � a�.

Bridge 64 - Macon - 12-08-0048
`,,�._...,._
/
, . _ ....... �,. . ._. �
i�� ,
<ievYmmion neYnnnvm rnaai4vrcor nvn� n • r
e
�:i;

�'�'-� 2I roa`- �
'� _
4 '
,�I
• � ���*�4
� ^�.. , l.y

II �' i.: ' �.� � . . x � i `-:
i �� '� -�'''� .�
�, „ .«.. �::.�,
� L ;, �� F �
F,
M , �" � T °} '� �.��
4 Lt� t�
II�C:,a .����°`,�1 t . yi'�S'ad�'� � !.

„a.�,,, �;.�,.�,�.,..,�`��'�:,`u'��►,
�w�j ianfl unan
j_\G� IIISTORICAR[IIIf:IfCfUH1ANDLANDSCAPIS UFfI1G1411
.A NOHIlIONI(PROPI'RTIffiPRCSLNI'OltAl!lUIUfORh p
.,A.� �f��4'YH(i �� �
-1�ief� IYI ' �aH [ A limcnr ll �-p f I p � I[
n�wivd'Jfo�A'I olo Ik z.Yn �f�meullsela IyJWhu
m�.n„<�m�vc�ouv.
r•ene.m ��Iv�No �r��n�rr nn�roi�����nc.,onrvni,����,e
fteplaao HdTSe Yn fiJ nn fiN 19/.A (,lini Fnry RonA)over Wuhinyu U.uN rvIN x 55'-] I"coi H slnb
FriJA�"�� v'xieline IeonGun. PrnJ�� Ierc€�L is aPP�uxlinnW�Y Silll feei_ Arcn of polen(nl al'�'itls is ^f1U Ihul
L'nin rneM1 oul nf tlroNrNr,e miA 50 fevt (mm tilKr rtlde ofinc ccn¢dlno ol'ilm mntl�my.'I Le e2isliny
bdJKe, LniLL In i461, ISH �at long y� IS fua �vlAmmd Is hotup rqilead wiiM1 a biidge ilne !s 55 fuw
Inn6 nnd 29 � el mi<fe.'ILem irill luan niTiim damnr_
RUtrI(v1ANV OF HIfi'PORIC ARCWCTEQUMi ANU I.,\NIIti4\PF.$ IlE VILN'
❑ Th:re oNatiimalReH�seer-Iistednr.SmdyLls[etlpouV�Ttiee�.iihin�hepr^Iec['eareao(
pommi�al ulleae.
� '1'Lar o0�et'^��iecless�LmifltyYeasNiimM1ivhareomi�,iiJered�omee�Gim�ia
Caisidni�iunG�.liLln�Lepro7ec ofpomntlaleifeclu,
❑ 'llwre:menoD�'openkswhLlniLxF�eleri�areanfpmentlalef6ctv.
� TLe�carcV�uV�Ttimuverfiiyyea��ul�o�itliiuiherreaofpomnoiolefiacn.bi¢[AeyJunat
�eet tlie i'riiei lu Im Il.vtind �n ih� Na�iuunl Reyieier_
� TF.rc. nLic�ni'ioprnporespre.n000dYeoied4Y�M1inprnject.(M�adianynumsm
Aocumenu.is neededJ
1)a[cy(��c1� 112G112
UerrTrio a/reAe � eiYYius 'srtla n Ac�irel riner
Ru' vu(HPOyuudnin�vllCOne6315msVPinkH6loele�ezigualmir.CosleranJluJexesmas
'n��d�¢�,1 nu A2qll�.11n5etl nn IAi: rario�a Il�ero am no NR, S5, �G. or LL V��Ix��^*'� �u I�n- m'ea nf
Pulaeinl [licros (APL). huwcver.11m. ix nuc vlwly-IPeted aenuma. �NA¢tl9�1(]im Gern' Nlllp leen���
jim.mnci�le ILcAPC. IInF proyetl)' ie InoTm1 m:Le mnAi al Wmungn Gvrk eml uum�Alnµ m Ne NC
uro y������r dm.Un rir,��n n�� a�..����� co���ur ���nn��o�,�i a��rvay, �. n mm i7"..iva�y s�lei ��m w�rii
LY llin 9euy.11�e le�ee nood fnmr, gnM1�vJmot mill mitli aluno fam�Julion nnA bes<mon n�vrnmtl mni�
ILe IY�IUa ymdming mni. Ilauq vFePl, nnil olherpmAnds A(mi If Mllpb Inrv (Ilorv 40va2d In vluyl
si�Li�ouNeyiol��* uvvccredhY�n.yn�alumrJmoLfir_n9m �nfil�omxniietlicun�iry).mid
¢ulume a aiJupoblN �nu�i'wpL �kop powli sippo�RJ hy Mied pillure e�ap p�er, knFe bnees vlouF �hu
and fn�aoevornnasuxL mindmve.
.r..a ... extmanm a�mt � . . n.,...�s.�:,.eunm
�oF, �.,x�.m....,e Onyc I nf.l

enili in �961, �dJge N.i. Ga baxnm ye� Oern oanloeizd mliM1Li iM1a NCUOTHIaorlo pi'i�gaSurvav bie is
palw�nrn brlA6ey'IwanAloeksmry�llstuwlive onbiuoann'hurLitorl�isl6��lllavnaem Lcouns�Mrtd fur
cllgiLiG�yimM1e NeilonnlRcglaw a(IlLmric Plxeos(PRIIP).Alrolocamd wl�liin�ho APGaremme
G:n�v ledc widn n�idamen�iatl� aeumry rxiM1a'nce N�'UO'I' Hltlnele ArWiilMweliiee0 ominillnnl CIn3.
(i:iRnL�:iiL Arnm Viv�nn'eiiun survi.urlue�niJna e11AA s��r.oY an�Ilvlliermvevli6��uiheV�+lweinl
furti�dr.V�el�enir,miiM1uiiLel��olen N•F
Hanrvip�wsconJ�¢'iu16y.NnGn�L�M1mitinveuNerY6,L01].TvopmVa�i.+soverlM1eab ofC:Ry
yemsrvuxlacamtl+vllLli�llw AI`N,6inluJinq Nepmvio�aly maorleellim tlrny Haimonnd ndll(MA
VMJl IL�auJy�li�w�Uini�vrty MOlu-n (o�ind m benolonge[srainiiup x�iAwsmelzllyinrniu•.
unxlsting eH� Fnne @wJnllan anlp np �rcll �ema m��neb9maluml JowenisnnA runi�nnis o!
n. nup'. 'Il�crlrvWun'invouiV�iell over6mrvn millireyeLJion unJlmFn:n�Y`°^IlnmwoLMwiil
snlnwJaniLeNC�uJy-IiFinl99d,1 FiymAe��xlliimiwLlubenmcWealinmgriryn�ilrsiniil
utill iuumi Gnrnulp� li dmxnni relnln eio�u�L� unilv/ul inWpiily W F. oourlJomd clifl�Lk. � r ilm NIUIP.
Fnnhannm�e,Lle�a4nvkimniArc�enlnypmnninrel,v15�1! 6.�nniticufilwAPR.nndwlllllkdvimt
heNvinPoctlFymridinc�mnnn�ivnxsasnciuioAwiililL�I��VIwLlLcassnoLLLctlm 19NnLn��gnlorv
likw�m�o� otVa3 oughlmepiily�rhi.0tienlln¢hi�acln�alei@nifirnnceonitsom�mme�ii
�
Indh�i�nnl rl!g�billly �o ILe Nlll ll'. A ui. 19'�G Imnsv WumJ n� IOi^i Jim be�'rvy IionJ �vornlmsnmiiyel
➢fls JmeIIGiN �so niWestaieeloiy SLeMroolRnme Im�rseimilu5 on n wuuue b'o[Y (omiAallon nn�i
xmtlkibawiMur�IJ�nimnn4lfnp_ILoliaums �oMublvndAi�vcN'mW�ulup�rteW�iavxnJ
i�luv m pus ss9uNoeull�I�loA�rornmltl�mwrW�iguilivmiwlnbacoueitlaRdpAIElFIe TiYImIVRI1P.
Pa��IM1nL���Acinldonilmlicl�lsurvqv,l��� ���I�vullimL�xlHiAuricrA;ulii�ecWrx�Hwnnaeu5wvo>•
id Rs[t [e Ropor�Io�ILiz�v.Jcci.�fl�e�ebiq Nf1101'Hlmnnc AroLimamro nv�kaen fiidlnB of
A Ili
�'vil4an
'Nn MNo�b Vmy:rvG�s YnscWAlRv'reA" Nr �LIe prvjatl.
�mmn(sl prre�m�s s����.zy e�r��. G�lr��w�„� f�c„���.bn���n��,�z Oue,��� rw�s
�,irvmNr. uv rvcno�� nacinTr•.crurzn�, msroamrv
❑Islo�Ic ilrohi[eGum nnA Lsudsrnpes—no wet owe viwve�mcs entis�x'iroti nPvec�co
rr'��'I. �wtt¢tb ia�ia
NCI%1A'Vrl'lleoViml Hisiminn DNc
�nmie.xu�mninar.u.w.ne�.nn'ontaonnmvu¢mila�'niaxM�nFn�mCimµmp.�ni..nivrM�minuml�*xr@..Mnuim.im�
�n�.ww.nrsev.rmuv
vAyez�,r�

�ti. „�o„w.��.,��u„�.,�.u.�„��.�,������n,�,n.ri�,.n.�.�.�.,.........,.i.��aiN�...�z�
.,.w........w..... PnL'elof.l

unrvweunw.ernxxo..an.w�nnmvnxRm�nnnMpuvxmxawnnmM1..p..ae..rm..�.n�n.e'�w..�µqn.um.dmn
r..�......,,,, �m*.�i.
Pnge J ol'J

Generzl ViciniTy of eritlge#fi6 over Watau9a Creek on SR 1328 (Jim eerry RoaE) .�q
. __.—. _—__ _ —_ _ ._ _ . _ -- — _ . ecY�V
. _ .. . : �al� .._
FraLLta
_ `v— :a.i:-v=� �,cy,•y]i:.�- _.�m -r..=.�r. . -..rJ :.'3yb:`:.

3ritlge q64 - USGS Quatl Map - Corbin Knob
v �SOV
4
� ��� - Rac� _
..��� �,_� ... '. ;,
_r _ � - �� �N D \~: �i - �� ��J ����
—� —�� � � ,°� . I � i� 2i ;. 3.." 1 ^ ' .• : .4.
,��� ��A 7 ��r _ __
_ -� 1
�
'�.� _
`J�° 3' , I
� �,
���� �; _.y'Jj"',
. . �,�� � \ ✓4.�✓
/ �/- R
F �� 1
� _
j �� .

NG HPO GIS
Maco:� Coun�,r
� ������ _ � � -
d „ � �l �-
�, _ �� � :
-«�- .s -�A' = � F'i"'
-� �_�.� � _
. '-"�'. . s':�=-s-:..r�-v� � �r^��.;•.� ,�� -�-.�=•; - .� .

� r � .i�
PHF�os jl6m YF:-�
�
�� : ..
�_ ,� ..

� . _� ��
�._ _ - - _ _ �.:�-'
� _ " _ '
i - .A "
_ _
_ " �;r��l�:
�� d.� -�-� ..
} _ ` �-Y r
� � �
� ' ' _
�
���,``���v"� ,f-:�.--�-c "�" -
����� ` ��'
,
��, _
-'��.�::

� _� ,� .�.( y�_.y,:� � -
i � i4 +�[il_� �a'119
'pi, \j �¢y�� ,.� � �ii��,
- �i
: ��� ��i����� '�
] . � ��:��_ '. o�
..�..`�-A v�. . [.-��".
:,:�.{.�..{'��-.•;: - :, �

.. � .. .. �.. . � -nb�.i'no4�� .
� . ..,:v ..�!la,«..H
. � � ,.uwnriue„�wnes�ao���,E���. � ' ..
�, :m� �ia, i ,. e . . w�.a. .
.«��i� n � i .�� . �e.w� o. E�. � � r . �
a h.
� s:.na ..,ii ,...nm.�. � . �
.._.��, C.A-L0.{. . _ _ � � . � .
� �. ���f�+�s� �donnll�. '. _ .
� .�pv 2 r 1n r F� —1 1�:=? IJ'1 n^y'� a� -
I_��_a i .Lz_ _ — _ .-- — _.
�hr� ir . . .nr. �'i,_g(C��'_
— kn r iiki . . �qx i . . . , .
� . . . ' .�i � . . . ..
I. . . A,'U iiiJ.(,�I S illJJkli�J
� .. 4t5 urm a e :« � ' . ___ ____ .
' . . .iii vw.�w m;�n.i n,..
. � � . . ..ae� .
e �� � . s-m � `-�w .
e � ,:u�zs m`�o :�s
n.-a�i� u � I _ _ _ .. .
.. ia .�� . . . . .
. - nb+�iuo .. . .. �a,e.�ms�� � Iun�iees
lile�l4l0 . Ie559oID � 1plPpmfum
I � a I�
n.srv«;.,rvEs:� yC} z5 . .. . .
fa.1/OY + 44ka ullam¢ W�� ✓am o . .
N Of U. �e04� II �a
or evlca stl[ 1/Ip �
O 1615 i5 w
I.. IAvm I m(nvnul . [ r atA✓: ._ ..
Wu.IWI I E ] i . .

6.m�bulmlx�Ano'auWon sE �n ..o¢u4Y XOIAIL6 Ywiw pwLk�E � , oAx1 �-
1 .i . S 0 � B 4 1p
pppi C s a 1_ n
ol 2 � �05�� etl 1� i
r es . �e:� . � ��f�We .
ma, �m
ni� �e s
� q
u..;ov u wcFr�u�m ro.�„� .. . �
�, . � . _ . . . ..
� �.+:; Vrµunu rwu: � .. �
ox � ,,, i... . ,. . � . _
o �ibr . .. � F:� . .
. . .. , . .. �. . - � � �.� � '�..
o:-. o..,"r�i rt... __�__'�_____', _"__"__________'_ �',
sm� �,i�u. Fa�W. ... _. ..
..I
.,n
I � ( eon r+n„rmp� �.1
s.a i
�..� a�,<..n: C fl nlc.:.,o.H . . .
- n . . __ _ . i _'_ �
. . . . . - .. _. � �
wn. wnuanw<n..i,n � .�. o - _
. . . . . _ - ='�
�,. . � � a um=,.•uu,m..� m�.�nn �_
`�p,i�..�� e�yy'i. �,�M�,n�o�,�.��� � _
�u. ewws o� �;.��n�unu ««.,.,,u: __ __ __ ei i v�:� o� ai�aiow�..

� ;_ -�
i � _�
-_ -_ � -_.�. :�

� r , '

. � �a II[6 . � _.
�s�L ur I.! �. �7 � il ��4,� �'I � _L, �13ei�i
i�.� .z. li- ��v"_i�1�_1 nii��
. . o--;h I � r( r�n�✓�-1c^� .
� eo s�ra iw . a .M .r.� �
�NiR��% Ps .. . . 1 � ' _ . � .
�
ll
h�
j�]71
\
� �" 14��.� �����\
;��' "t`�R 6 - _
A
�r � �1 I �
� .. . . .J . . .
/ � � h�9. �: . . � .
II�: ll , . . ..
I � �� _� .1 y
� . �� �� � �
, ,.,:,,
I, , �
' � �� a�., �
i �r �o-'+, � � �„r�iW.� - _
'�' , c.�� �
� �,�a.
`u�e���:�,, t � -
, `+r<�c �� _ ._ - .
i

Jlm Uei'�y Ilouee nn� Hill
6'. afAo n! Sp 18?0, 0.4 n1. 3. of jct. e/ SA 13J5
Alm 9arry bulll. I.LIn mlll nu N¢tflapn Grca4 In �Fe 1¢Le
�iuotoo��u� �a�wry; u�u eovse rvas o�ut m�no oa�iy
Urxntlath nant��rv. ILte 1¢r6^ m111 M1nn n st�nc [omtl�llon
nnrl u qxLle. ronL Much et fhe oriyinal Lxrdvm'a in Intacl
molnJiog Iho �Iriva Le1L nn�t $�'inder. TLn rv�J.atnLnal hnp
benn inmoraJ. Corn entl (lour vore Ni'uunJ n1. Lple mlll v�lcM1
apurnted unl.11 Lh¢ 144�z. l'M1c Hcrr)' M1oun¢ la nn onrly
I.vent�pf� nontmry bnngulow bltL N�nix brneca nlm�g Lhc uuvva
hlitl 8/I vin�lamp. I�c fi'm6 pofch (eM1bn'ne (Iqi`c� plllu�e
etop P�o�A.

H6TOftlC AftCHRERURAI. flE5(ll1RCE550flVEV W IlFCONN0I.SSANCF PEPORT
Stare-funJed 9iidge Peplacement Prograin - Oivision 14
WBSP45361.133
Neplace Nritlge No.69 on SR 1328 over Watauga Creek, Macon [ounty
qn n-zlte na s vey ul the pmjeU a on�u[lell on Novurti6m 46.
2�L� anA all IC�roul[es wilhln ih� AreB of PoL2�ItlaI�EiI2c15 �APE� ML•2 yllotwm�lhed to
[M1e e#ent �ossible Imm puplic �I€M1(bf-v�aR 9Natxtl ashort tlisaca nor[h ot N�e mwn
oiFranklin, �ritlge Nu. W Is lo<alu[I on Lm Bei�y P�d (SF 132&) appmdn�stelV 1.1 inlles
norlM1 of i[s Intersection wI1M1 Lake Fmory Roatl ISR 13251 The bndge Is lowtetl �ust wes[
. a 50-degree mrvs In che road, wFe:e lim Reny PuaJ Intersectz I yle Mill Roa<I �SR
1330J, The exrstinG bridQ¢, bnJ� ln L961, Is a cummon sin@lespan sV�.itture Ihat Is not
sitleretl ellglble fo� IM1e Na[I�nal Pegis(ec TM1p AFE is dra n ko 24� (ee� fmm elthe�
end ol [M1e hrldge and 50 feut fmm IM1e centeiline oi IFe inadw
In ztltlllion lo Ih=Lntlye, �wu pmpuM1les aw�lifly yEa�s of aCe a�e lo[aletl wilh'm lM1e
APE ➢'iQUAing [M1e p�eviwslY r¢wrtletl liin Beny House antl MIII �MA 901. i�e mlll
bullding w s appmved ior Ihe StwAy Lizt m L41. N tlustei' of modern ihetls ai
agrl¢ANal�outbu9dings locacetl on v�¢ r.orlM1 s10e ot roatl are asmciaretl wl�h avo la e-
twer�tlenc �enNry n acmred M1uurez loaated up on lbs hlll abwe �Fe bwldingz. The
area m �he mniFwestof �he bndge co �s�s of open agnwl[nal tleltls.
lim BerrV House anal Miil �MA 99�, 9fi8lim Berry PoaQ aa. 1890, oa. I9).5
�VIN 65966563]Sj
TFt llm Derty House anal MIII pmperty Is localed lu IAe soutM1wep� secEon o( e
sM1ary heritl in �iin oerry IVoad (SP l3le�. lhe mlll bulltlmC� whioh was placeJ on the
9udy OA In 1999, iz no longe� stantliug- ReduoerJ ro min; [heleuntlaBons �f �he pYe-
mn- nvhcemryfiam seuniedmlhemut�eflheM1oure.
��LFe M1ouse. wFIM�RIh n t lhe [ � Me matl, L= a o�V sitle-gahle
Gaflsm minNue ceA hame Awellmg fbat Lkely dalm Irom the nuA-192A. PestlnG o
bdak founOatIDo. tlre house 15 P�exently m eree vinyl sleing antl k cnppetl by ai
aspM1altzM1ingle mol. The hume IeaWres a�ni�eno� bilck cM1Lnney, niengular eaee
b2cke6 In the gablE entls, a aFa<M1ed fmnFgaLle encry poati.antl eM1ree-ovxi--one
tlouh!e-M1ung wintlows. Tnu pmtli �s zvppmteJ Ly IapereA woo� posls on bdck ylers
w¢Yi mnvete caps. iwo shetl tlormers are loca:etl on [M1e rear mo'rslope, an� a one-
stury shed+vef wing pm ects Io thE r. Ari at2die9, e�vat�al wuud de�k nn �Fe rear
uleva�ion Fas de�etlorated m:he point �M1a[ it ureal asxn open s�e� wl[M1 �M1e Hmr oRM1e
ae�x:er���€ �: n,e,00� or me.neue,.
me i�m aeny eo�se .nn mm noes no� anpeai w i�e eiigime ro� n�e �uatlonai
ne�t iec me nmeieenn.cemorv �,nl e�uaine �,o io�€e� •ea�ds a�,a me adamo� ot ���vi
,im�e m me r.��,e se�e�ery �o��n�om!re �ee �:ism�;� m�e.my ar me r�noenv. tee
h0U TrkdMp P mplp n( d atly-t� n mIM1 century residenlial
se I5 an uniem
et
krm embelLsAed .mtM1 Uhflsmai+infli.ienced eLmen�s. 0.s a re.ailN� tloes nal posess
a��V Parnwlar hfsmnc orarcM1i[ecmrnl zynlflc�nre Na[ woultl 0�ality I[ hir Intluslon on
thie Nationrl Register.
�vme Prese�vailm 5enmes
No�reoiosrmiz

HISTOPIC NflCHRERUHNL hESU11PCE5 SIIPVEV & RFtONNMSSFNCE PEPORT
Sla[e-fundetl Oritl6e Replacement Prograin -�ivision 16
W65N05361.133
Huusa,10591im BerfV Roatl, [a.19i6 [PIN 659G655625�
tMeiiotles[one-storys�etl-molha edwellingwasllkelyhulltassmallvacatinn
ana��nal house. Silua[erl ba[k bom tM1e macl, II r�c[s on a conae[e b:oek foundetlon
coveren w�m noom��m-�arce�� simns. �i,e n�emi-cmnsn�i �oof siones f.on� ohe
,ore,wes� �sne m me :ouu,ea.e, p,e:emme a� a:vmmenmai �awa�. me noum a
entered �bmuyM1 a� Ive� zcreerietl porth at the soutM1eaA mrner. Vl,-Lle wlntlows are
mo�ern plate�gWss.
A small, open pavllion I51ou�eE SoutM1 o(tM1e FouSe. SUPVutle� on bra[ketetl
ootl 0�"'s, ll'ie gaMe i'ooi 5[mRme tllsplsys me�al mofing, exVosed mof fiaming. antl
wootl lattiee In Me gable mds.
TFe house � nnNstlngnishetl example of v mitl-LwentleM cenwry resi�lence
ntl Uoc oot xypes� Io Gog. . suffident hlstotic or aral[ecNral signlficaore to be
d 5 �es
eligl�le �or Me Nahor.al Regute:.
L LitlgeNo61gn5Ci3JP W p.'�^el In�.��
Avmx P/@'ervall9n Snm.m¢
Nnwm6m¢p�a

H�STOflIC ARCHITF4URAL RESOIIIIfES SIINVlY A RECONNAISb1NC[ 0.EPU0.T
Sdte-funJed Britlge Neplacement Pragmin—Oivision 10
WBSX05351.133
� � ' ry�
,:1 �ti i� ���� 1� ,� �I ��.
�Y • I �
I
�I�� ��r�� `J��y (Y �,I1�I, ff�i �i
� �;
II ���, '
f� � �j
1„�:�-.�. . , _ - . ..T � 'j�..: ��.
- - -,
- -_
«:�-- .� j -�
��
.�..,. .,. �i nn S;f 12tl mor Wa�aoga Crenk, vievv to wni
3 New{nipnlLerc5lfiomwes�enJof2tltlgeNo.G1
danePreserva�rmi9an��cae
rva�emoarztnz

H�SiOPIf APCHRERUP�LpE5011�CF55�PVEY & 0.FCONNAISSANCE�F.PO�T
Staie�fundeal9Adge Nep4camentPragram - Division 1C
W OS X 45361.183
J. lini bei ry ��rn�sn �MA 9J�.3631Ln BenV AonJ.la�a�le,vlew!n we��
S Inn �env voise.rea�=_Ievailon.v2mlox'es�
AsneR�m50mISbNmE[
NaremOmPfl12

HI51 OHIC PftCHREQUPAL RFSOUqCE55VRVEV & RE[:ONNAIUANCE ftkPORI
State-0unded BAalge Rep�aaementProgram—�ivision 19
W05119536L133
. vl✓Ill V'aln anl .i.�.-n u.. �milua.s.
� ImiOeny Mlll�sllef.viemlo mu10
AmiePm wi35�olres
NavembeiP012

HISI OHIC FNCHRKNP�L RESOUflCES SURVfV & RFCONNAISSpNCE ftEFORT
Stale4unded B�idge lieylacement Vm6�am- �ivieion 14
WBSN45361.133
��y�a�'I � �� ��� �"uR��" i��' ,
�'� 4: �(j i � � � �,i.
�
. �!" ��i � . i �t .,,�, �
- ;ii!"- ]W� i
4 td ; � \y�" , . .
bR
�� 4 �. .. �:s ��j :
��.... ��
1
\.
� �~ �, —' '
� A,'A -. • .._ ___- _ ".
��. `� ��
_.� .u.:Le.qf II .�.uv.v mrtlic�=r
- i.. .-. 1 b.i. f nJ e� �. �.i ��..:J�.
Aonm IYesnrelkn 5ervi�res
Nore�nOzi2012

H140PICAHCHREQUN0.L2FSOlIPfE55lINVEY & HECONNFISSPNCEflEPORi
State-0unded Oridge Neplarement Wogam-�ivision 10
Wfl5 tl 45ifr1133
rTF�C"G�3?�.�AG`i11�A"4�:..'::II.... . �
iM1L.�� � � � - ;i1.
zv i �..
� ���� .
�.: . � �I If ll'�, �
��
I�- -_{�-�,
- = ,.,._ � , , � �,�» ,s,
�, �il�„r ,,,,,��,e,�, ��a�� ,.�,�,��o,� v�=� o �,,�,
��,,,rArs a�se�,�as
u����esrzaiz

� � �—}I d� r�k
�x , r r*- �,��
il y�
i ,
;:inq
li/i ��
;U r
M1(� �� �-� PrqectA�e
Y1 /
�L � � f�
�(vil � r.r..f� �
� I._i `i�"
� s ��
�`,t, , r!G�;- �,'; i .
.w
r� �'r`�, �, � , , ,`"'�
��(- A d n�!
.,ri, k, 1.
y>'�, , , � n�. ,�`T�
.� �
�., r;, ,.,
,�-,d r,� �'
yrµ . /
4 �, r �! ��..
�� � � �
IReplace 6ritlge No.6G on SR 1328 nver Wniau4� �reek Macon Cow�ty, WES No. ASG31.1.33 I

:4\
/�
161^�� i �
/
J /
I I
6ritlge No. 64 on SR 1328 over Wataufla Cmek
Macon Counry. WBS N 45361.1.33

Biological Assessment
For
Replacement of Bridge No. 64 on SR 1328
Over Watauga Creek
Macon County, North Carolina
WBS Element # 17BP.14.R.140
Prepared For:
4 pORTq
ti4. A90
y �
v
$f SQBP�
OF Z!��
NC Department of Transportation
Raleigh, North Carolina
Contact Person:
Jared Gray
Biological Surveys Group
North Carolina Department of Transportation
j��-a�a,ncdot. gov
1598 Mail Service Center
Raleigh NC 27699-1598
June 22, 2017

Prepared by:
900 Ridgefield Drive, Suite 350
Raleigh, NC 27609
Contact Person:
Neil Medlin
Senior Project Scientist
mnedlin@rl�l�.com
919-878-9560

Table of Contents
1.0 Introduction
2.0 Project Description
2.1 Purpose and Need Statement
2.2 Construction
23 Defined Action Area
3.0 Environmental Baseline
3.1 Spotfin Chub (Erimonax monachus)
3.1.1 Characteristics
31.2 Distribution and Habitat Requirements
3.1.3 Threats to Spotfin Chub
4.0 Survey Information for the Proposed Action
5.0 Avoidance and Minimization Measures
6.0 Projects Effects on Spotfin Chub
6.1 Direct Effects
6.2 Indirect Effects
6.3 Cumulative Effects
6.4 Conclusion
7.0 Critical Habitat
8.0 Additional Species
8.1 Bog Turtle (Glyptemys muhlenbergii)
8.2 Carolina Northern Flying Squirrel (Glaucomys sabrinus coloratus)
8.3 Gray Bat (Myotis grisescens)
8.4 Indian Bat (Myotis sodalist)
8.5 Northern Long-eared Bat (Myotis septentrionalis)
8.6 Appalachian Elktoe (Alasmidonta raveneliana)
8.7 Little-wing Pearlymussel (Pegias fabula)
8.8 Rusty-patched Bumble Bee (Bombus affinis)
8.9 Small Whorled Pogonia (Isotria medeoloides)
8.10 Virginia Spiraea (Spiraea virginiana)
8.11 Rock Gnome Lichen (Gymnoderma lineare)
9.0 References
Appendix A. Figures:
Figure 1: Project Vicinity & Survey Locations
Figure 2: NCNHP Element Occurrences
Figure 3: NPDES Dischargers and 303(d) Listed Streams
Appendix B. NLEB Correspondence
1
1
1
2
2
3
4
4
4
4
5
6
9
9
9
9
10
10
10
10
10
11
11
11
12
12
12
13
13
13
14

1.0 Introduction
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 64
over Watauga Creek in Macon County (Appendix A, Figure 1). The purpose of this Biological
Assessment (BA) is to review the proposed project in sufficient detail to determine whether the
proposed action may affect any of the Federally protected species listed below, and specifically
the Spotfin Chub. This BA is prepared in accordance with the legal requirements set forth under
Section 7 of the Endangered Species Act (16 U.S.C. 1536(c)).
The main channel of the Little Tennessee River, from the backwaters of Fontana Lake upstream
to the North Carolina/Georgia State line, has been designated as Critical Habitat for Spotfin
Chub. Critical Habitat for the Appalachian Elktoe exists on the mainstem of the Little Tennessee
River from the Lake Emory Dam at Franklin, Macon County, NC, downstream to the backwaters
of Fontana Reservoir in Swain County, North Carolina.
As of Apri126, 2017, the U.S. Fish and Wildlife Service (USFWS or Service) listed 12 Federally
protected species for Macon County (Table 1).
Table 1. Federally Listed Species for Macon County, North Carolina
Common Name Scientific Name Status
Bog Turtle Glyptemys muhlenbergii T(S/A)
Carolina Northern Flying Squirrel Glaucomys sabrinus coloratus Endangered
Gray Bat Myotis grisescens Endangered(P/P)
Indiana Bat Myotis sodalis Endangered(P/P)
Northern Long-eared Bat Myotis septentrionalis Threatened
Spotfin Chub Erimonax monachus Threatened
Appalachian Elktoe Alasmidonta raveneliana Endangered
Little-wing Pearlymussel Pegias fabula Endangered
Rusty-patched Bumble Bee Bombus affinis Endangered
Small Whorled Pogonia lsotria medeoloides Threatened
Virginia Spiraea Spiraea virginiana Threatened
Rock Gnome Lichen Gymnoderma lineare Endangered
2.0 Project Description
NCDOT proposes to replace Bridge No. 64 on SR 1328 (Jim Berry Road) over Watauga Creek.
Watauga Creek is located in the Little Tennessee River Basin (HUC# 06010202). The stream
flows into the Little Tennessee River, approximately 0.5 stream miles below the Bridge 64
crossmg.
2.1 Purpose and Need Statement
NCDOT Bridge Management Unit records indicate Bridge No. 64 has a sufficiency rating of
32.82 out of a possible 100 for a new structure. The bridge was constructed in 1961 and is
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 1

considered functionally obsolete according to Federal Highway Administration (FHWA)
standards. Components of both the superstructure and substructure have experienced an
increasing degree of deterioration that can no longer be addressed by maintenance activities.
The posted weight limit on the bridge is only 15 tons for single vehicles and 31 tons for truck-
tractor semitrailers. The bridge is approaching the end of its useful life. Replacement of the
bridge will result in safer traffic operations.
2.2 Construction
Bridge No. 64 is a one span structure that consists of an asphalt overlay on a wooden deck on
steel I-beams supported by creosote treated wooden pilings. The existing bridge has an overall
length (OAL) of 25 feet and six (6) inches. After the removal of the deck and I-beams, the end
walls, including the sills, will be removed. Portions of the stream will be dewatered using Jersey
barriers during the end wall removal. These areas will remain dewatered during excavation and
bench construction.
The existing bridge will be replaced with a 40-foot by 7-foot bottomless reinforced concrete box
culvert with wingwalls. Class II rip rap will be used to stabilize the stream banks above, and
below the culvert. The total distance of stream bank to be stabilized is approximately 1301inear
feet along the western bank and approximately 105 feet along the eastern bank. The roadway
construction has a general east-west orientation and extends for a total distance of roughly 200
linear feet.
An offsite detour will be utilized during project construction. The detour route will be via SR
1335 (Sanderstown Road) and SR 1330 (Lyle Mill Road) (Figure 1).
Given the small construction area, no utility relocations are anticipated in association with this
proj ect.
2.3 Defined Action Area
The project action area is defined as all areas to be affected directly or indirectly by the Federal
action and not merely the immediate area involved in the action [50 CFR §402.02]. The action
area for this project includes not only the footprint of the fill in waters of the U.S. (the direct
effect), but also those areas of the waters downstream of the proposed fill that might reasonably
be affected by the placement of that fill (the indirect effect), as well as those segments of the
proposed road whose alignment is dictated by the proposed fill (the interrelated actions), and
those segments of the road that would have no independent utility apart from the proposed fill
(the interdependent actions). As such, the Endangered Species Act (ESA) action area for this
project is within the footprint of the regulated activities in the delineated waters, in uplands
immediately adjacent to those waters that would be affected due to the authorized work in waters
of the U.S., in waters downstream that would be expected to be impacted by the proposed
activities in waters of the U.S. and the uplands noted above, and the cumulative impacts that the
activities authorized by the permit would have on those waters and associated uplands
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 2

the bridge centerline, and any areas receiving the runoff from the construction activity including
the receiving stream extending 400 m(1314 ft) downstream and 100 m(328 ft) upstream of the
structure. The stream bank stabilization activities would be included within this stream segment.
A sediment transport study from a similar sized stream in adjacent Buncombe County indicated
sediment discharge estimates from construction disturbance were dramatically lower 500 feet
downstream from the disturbance. This data provides supports the action area's 400 m(1314 ft)
downstream distance as sufficient to consider potential project effects.
3.0 Environmental Baseline
This section briefly discusses the Little Tennessee River watershed in general as well as
characterizing the Watauga Creek watershed in more detail. Also discussed in this section are
the characteristics and current status of the Spotfin Chub.
The Little Tennessee River begins in Georgia and flows into North Carolina and through the
town of Franklin. The river has been impounded just below Franklin to create Lake Emory.
From the Lake Emory Dam, the Little Tennessee River is free flowing until it reaches Fontana
Lake.
The proposed bridge replacement project on Watauga Creek is located in the Little Tennessee
River Basin (HUC# 06010202). From the project site, Watauga Creek flows approximately 0.5
Stream miles to its confluence with the Little Tennessee River. The confluence of the Watauga
Creek and the Little Tennessee River is less than 200 meters below the Lake Emory Dam.
A review of NC Natural Heritage Program (NCNHP) records, last accessed June 13, 2017,
indicated there is a known element occurrence (EO) for Spotfin Chub that includes the project
location. This occurrence (EO ID 24088) was first observed on November 6, 1975 and last
observed on May 20, 2015 (Figure 2).
There are no NPDES dischargers on Watauga Creek (USEPA 2015). The nearest discharger is
the Franklin Waste Water Treatment Plant (Permit No. NC0021547) roughly three miles away
and it's receiving stream is the Little Tennessee River (Figure 3).
Watauga Creek is on the North Carolina Department of Environmental Quality (NCDEQ,
formerly NC Department of Environment and Natural Resources, NCDENR) - Division of Water
Resources 2014 303(d) list of impaired streams and on the 2016 draft list. It is impaired based
on exceeding fecal coliform bacteria criteria (Figure 3).
The land use for the Watauga Creek watershed is mixed with some forested areas, residential,
agricultural, and rural. From the project location, downstream to the Little Tennessee River,
Watauga Creek flows through an area that is entirely deforested and appears to be primarily used
as pasture.
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 3

3.1 Spotfin Chub (Erimonax monachus)
3.1.1 Characteristics
Spotfin Chub, also known as Turquoise Shiner, was first described by Cope in 1868. The
Spotfin Chub is a small, slender fish, not exceeding four inches (10.2 centimeters) in length.
Juveniles, females, and non-breeding males have tan, gray, or olive colored backs, bright silvery
sides, and white bellies. A dark spot is sometimes visible at the base of the tail. Large breeding
males have olive or tan backs, brilliant iridescent turquoise or cobalt blue on the upper sides of
their bodies and mid-sides, and bellies that are silvery cream. Their fins are satiny turquoise and
sometimes have a gold glint. The Spotfin Chub spawns from mid-May to mid-August. Females
deposit eggs in crevices between rocks. Males fertilize the eggs and stay to defend the eggs by
swimming repeatedly over the nest site. Although some individuals may spawn at one year,
most Spotfin Chub reach sexual maturity at two years. Spotfins apparently do not live beyond
three years of age.
3.1.2 Distribution and Habitat Requirements
Spotfin Chub are known historically from twelve Tennessee River tributaries in Virginia,
Tennessee, North Carolina, Georgia, and Alabama. However, much of the species' historical
habitat has been destroyed ar seriously altered. Today it survives in four isolated tributary
systems including; the Buffalo River, Lewis County, Tennessee; Emory River (including the
Obed River, Clear Creek, and Daddy's Creek), Morgan, Cumberland, and Fentress Counties,
Tennessee; North Fork Holston River, Hawkins and Sullivan Counties, Tennessee; Scott and
Washington Counties, Virginia; the Little Tennessee River, Macon and Swain Counties, North
Carolina; and the Cheoah River, Graham County, North Carolina.
Although Spotfin Chub no longer occupies all of its historical range, overall, the species appears
to be stable if not increasing in the Little Tennessee River system in North Carolina. Multiple
survey efforts over the last 20 years have continued to document the species presence in the
Little Tennessee River and in a number of its tributaries below the Lake Emory Dam. A
reintroduction and monitoring effort in the nearby Cheoah River has indicated a positive trend
for the species with a summary report describing that Spotfin population as "doing very well".
Spotfin Chub inhabit clear water over gravel, boulders, and bedrock in large creeks and medium-
sized rivers having moderate current. This fish is rarely seen over sand, and appears to avoid
silty areas. The exhibited preference to these substrate types is most likely due to this species'
foraging strategy. The Spotfin Chub feeds by sight and taste on tiny insect larvae, predominantly
chironomids and some mayflies, on the stream bottom. Unlike most other cyprinids (shiners),
this species' feeds benthically on relatively silt-free substrates, using a head-oriented-down
posture and a sewing-machine-like motion to pick larvae.
3.1.3 Threats to Spotfin Chub
The threats to Spotfin Chub are similar to many other imperiled fish species and include
population isolation and habitat fragmentation from dam and reservoir construction. In addition
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 4

to potential genetic isolation, smaller, more isolated populations are more susceptible to
pollution, changes in water temperatures, and other anthropogenic stressors like stochastic events
such as chemical spills (USFWS 1983). Sedimentation from agriculture, mining, development
activities, unprotected stream buffers and other sources are a threat to all Spotfin Chub
populations.
4.0 Survey Information for the Proposed Action.
On October 11, 2016, Watauga Creek was surveyed over a reach from approximately 50 meters
downstream of the project bridge on SR 1328 upstream to the bridge. This survey reach was
more limited than is typical for rare fish surveys due to stream access concerns and the collection
of the target species shortly after the survey commenced. A second fish survey was conducted in
Watauga Creek approximately one mile upstream of the project bridge. The upstream survey
reach extended upstream from US 441 and paralleled SR 1500 for a total distance of roughly 400
meters. The fish surveys at both locations were conducted using a Smith-Root model LR-24
backpack electrofishing unit and dip nets. The electro�shing unit was set to provide an output
consistent with the nonlethal levels established by Holliman et. al., 2003. The stream was
sampled with one biologist operating the electrofishing unit while the other biologists collected
the stunned fish with dip nets. All stunned fish were collected and temporarily placed in five (5)
gallon buckets filled with stream water. All fish were identified and released onsite.
The current survey results document that the study area continues to be utilized by the Spotfin
Chub. In addition to collecting the species at the project location, it was also documented in
Watauga Creek not far below the site in the fall of 2016 (Andrew Henderson, USFWS, personal
communication). Previous records and the NHP element occurrence also show the species has
been documented at and near the project location. Based on the current survey results and other
records documenting that the species utilizes Watauga Creek in the project area, replacing Bridge
No. 64 will affect this species.
A total of 20 species of fish were collected from the two locations surveyed in Watauga Creek in
October 2016 (Table 2). At the Bridge No. 641ocation, 228 individuals representing 16 species,
including one Spotfin Chub, were collected. Although no Spotfin Chub were documented at the
upstream location, 375 individuals of 15 species were collected.
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 5

Table 2. Fish Species Collected for Watauga Creek on October 11, 2016 in Macon County, NC.
Common Name S ecies Name No. Individuals
SR 1328 US 441/SR
1500
Central Stoneroller Campostoma anomalum 95 31
Spotfin Chub Erimonax monachus 1
River Chub Nocomis micropogon 23 44
Whitetail Shiner Cyprinella galactura 36
Tennessee Shiner Notropis leuciodus 4 32
Telescope Shiner Notropis telescopus 15 86
Yellow�n Shiner Notropis lutipinnis 4 2
Warpaint Shiner Luxilus coccogenis 32 58
Fatlips Minnow Phenacobius crassilabrum 3 1
Blacknose Dace Rhinichthys obtusus 4
Northern Hogsucker Hypentelium nigricans 5 10
Black Redhorse Moxostoma duquesnei 1
Rock Bass Ambloplites rupestris 3
Green Sunfish Lepomis cyanellus 3
Redbreast Sunfish Lepomis auritus 2 1
Smallmouth Bass Micropterus dolomieu 2
Banded Darter Etheostoma zonale 1
Greenfin Darter Etheostoma chlorobranchium 2
Gilt Darter Percina evides 6 10
Mottled Sculpin Cottus bairdii 31 55
Total No. Individuals 228 375
Total Species 16 15
Electrofishing Seconds 856 1066
5.0 Avoidance and Minimization Measures
Standard Measures
The following "Design Standards in Sensitive Watersheds" [15A NCAC 04B.0124 (b) —(e)] are
incorporated into NCDOT projects that occur within or upstream of water bodies that contain
federally protected aquatic species. Environmentally Sensitive Areas for this bridge replacement
project will be identified as the impact area in waters of the U.S. and the associated uplands
immediately adjacent to those waters that would be affected, as defined in Section 2.3. The
upland portions of the Environmentally Sensitive Areas adjacent to the construction areas shall
be flagged prior to the start of construction. Within the Environmentally Sensitive Areas, the
following shall apply:
In areas identified as Environmentally Sensitive Areas, the Contractor may perform clearing
operations but not grubbing operation until immediately prior to beginning grading operations.
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 6

Once grading operations begin in identified Environmentally Sensitive Areas, work shall
progress in a continuous manner until complete.
In areas identified as Environmentally Sensitive Areas, erosion control devices shall be installed
immediately following the clearing operation.
In areas identified as Environmentally Sensitive Areas, "Seeding Mulching" shall be performed
on the areas disturbed by construction immediately following final grade establishment.
In areas identified as Environmentally Sensitive Areas, seeding mulching shall be done in stages
on cut and fill slopes that are greater than 20 feet in height measured along the slope or greater
than two acres in area, whichever is less.
Additional Measures
The following are additional measures intended to further reduce deleterious construction related
effects to the waterway:
An offsite detour will be utilized for this project.
Best Management Practices (BMPs) for bridge Demolition and Removal (NCDOT 2003) will be
implemented during the removal of the existing bridge.
No new bents will be constructed in the stream. New bents will be constructed at or beyond the
top of bank.
Deck drains will not be allowed to discharge directly into the stream.
Removal of the existing bents will take place when water level is at a minimum point allowable
within the project schedule and will be done in such a manner to minimize disturbance to the
stream bed.
Special sediment control fence will be installed along the top of the stream bank. Standard silt
fence will be installed along the toe of slope parallel to the stream. Once the disturbed areas of
the project draining to the special sediment control fence have been stabilized, the special
sediment control fence and all built up sediment adjacent to the fence will be removed to natural
ground and stabilized with a native grass mix.
All sedimentation and erosion control measures, throughout the project limits, will be cleaned
out when'/2 full with sediment, to ensure proper function of the measures.
The amount of rip rap benching has been reduced from the original amount proposed. Rip rap
slope protection will be installed simultaneously with the embankment construction.
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 7

Embankment construction and grading shall be managed in such a manner to prevent surface
runoff/drainage from discharging untreated into the riparian buffer. Instead, all interim surfaces
will be graded to drain to ten�porary erosion control devices. Temporary benns, ditches, etc. will
be incorporated, as necessary, to treat teinporary runoff before discharging into the riparian
buffer (as specified in the NCDOT BMP Manual).
Active excavation ai•eas will be isolated using temporary flow diversion techniques.
In addition to the above Avoidance and Minimization measures, as a conservation measure,
NCDOT has installed baffles in a section of the concrete box culvert under US 441 upstream of
the Bridge 64 project (Figure 4 below). The installation of the baffles will allow for inore
effective fish passage, including Spotfin Chub, through the US 441 culvert. Given this premise,
NCDOT looked for and proactively iinplemented this opportunity to assist �sh passage,
specifically for Spotfin Chub, in the Watauga Creek drainage.
Figure 4. Baffles in culvert under US 441 in Watauga Creek, Macon County, NC.
�'
a�
u
. . � �.�., 'l��*��
, � . �i
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 8

6.0 Project Effects on Spotfin Chub
Project related threats to the Spotfin Chub can be separated into direct, indirect, and cumulative
effects. Direct effects refer to consequences that are directly attributed to the construction of the
project, such as land clearing, stream channelization, and erosion. Indirect effects are those
effects that are caused by or will result from the proposed action and are later in time, but are still
reasonably certain to occur. Cumulative effects are those effects of future State or private
activities, not involving Federal activities, that are reasonably certain to occur within the action
area of the Federal action subject to consultation [50 CFR §402.20]. Potential direct, indirect,
and cumulative effects to the Spotfin Chub which may result from the replacement of Bridge No.
64 (17BP.14.R.140) are discussed below.
6.1 Direct Effects
Spotfin Chub may be directly impacted by increased sedimentation and erosion during and
immediately after construction. As Spotfin Chub is a crevice spawner, and this type of habitat
could be affected, it will likely be impacted by sedimentation. Due to the sight feeding method
of the species, it will also be impacted by turbidity. Enhanced sediment and erosion control
measures during construction and the prescribed revegetation plan will decrease direct impacts to
the Spotfin Chub.
6.2 Indirect Effects
Indirect effects of the bridge replacement are likely to be minor and temporary. Flow patterns
may be altered slightly during construction and could cause a change in erosion and
sedimentation levels in Watauga Creek. This could affect Spotfin Chub as they prefer bare
bedrock crevices for spawning. The more robust sediment and erosion controls measures being
utilized for this project will help reduce the degree and duration of these potential effects.
There will be some limited tree removal associated with the project due to direct construction or
staging or operation of equipment. Any loss of shading has the potential to allow an increase in
the amount of submerged aquatic vegetation or algae in areas that were previously shaded. The
loss of shading also has the potential to cause an increase in water temperature in Watauga
Creek. Over the long term, the loss of shading will be offset by the proposed live staking and
overall revegetation plan for the project. There may be minor indirect effects as a result of the
proposed project.
6.3 Cumulative Effects
NCDOT is not aware of any other projects planned in the action area. There are two additional
bridge replacement projects in the planning process on Watauga Creek upstream of the Bridge
No.64 project location. These are: Bridge No. 214 (approximately 2.5 miles upstream of the
current project) and Bridge No. 308 (approximately 3.5 miles upstream of the current project).
Given the relatively high gradient of Watauga Creek above the Bridge No. 64 project location
and the distance separating it from the two other planned bridge replacement projects, there
should be no cumulative effects from the replacement of Bridge No. 64.
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 9

6.4 Conclusion
Spotfin Chub have been documented in the project area. As such, NCDOT has committed to
implement extra measures during construction in order to prevent the degradation of the stream
habitat. Impacts to Watauga Creek will be minimized to the greatest extent practicable;
however, unavoidable adverse effects to this species are expected to occur. These adverse
effects are expected to be minor in scope and duration and not expected to affect the long-term
viability of this population. The installation of the bottomless culvert at the project location and
the installation of the baffles in the US 441 culvert will increase the ease with which Spotfin
Chub could pass through these structures and access the upstream reaches of Watauga Creek.
This increased ease of passage will be a beneficial effect to the species.
7.0 Critical Habitat
No Critical Habitat for federally listed species has been designated on Watauga Creek.
However, the section of the Little Tennessee River which Watauga Creek flows into has been
designated as Critical Habitat for Spotfin Chub and Appalachian Elktoe. The suite of sediment
and erosion control measures and the revegetation plan to be utilized at the Bridge 64 project site
should prevent any effect on the designated Critical Habitat in the Little Tennessee River. In
addition, a sediment transport study from a similar sized stream in adjacent Buncombe County
indicated the project location was a sufficient distance upstream of the Critical Habitat that
construction activities should not affect the Critical Habitat.
8.0 Additional Species
As of June 19, 2017 the U.S. Fish and Wildlife Service (USFWS) listed the following Federally
protected species for Macon County.
8.1 Bog Turtle Glyptemys muhlenbergii T(S/A)
This species is listed as Threatened due to similarity of appearance with the species in its
northern range. USFWS does not require consultation for species with this designation;
therefore, this species is not considered further.
8.2 Carolina Northern Flying Squirrel Glaucomys sabrinus coloratus Endangered
The Carolina Northern Flying Squirrel is found in spruce-fir forests and other isolated high
elevation locations in western North Carolina. This nocturnal squirrel prefers the ecotone
between coniferous (red spruce, Fraser fir, or hemlock) and mature northern hardwood forests
(beech, yellow birch, maple, hemlock, red oak, and buckeye), typically at elevations above 4,500
feet. In some instances, the squirrels may be found on narrow, north-facing valleys above 4,000
feet. Both forest types are used to search for food and the hardwood forest is used for nesting
sites. Mature forests with a thick evergreen understory and numerous snags are most preferable.
In winter, squirrels inhabit tree cavities in older hardwoods, particularly yellow birch. The
bridge site is much too low in elevation and lacks the forest components and other habitat
conditions required by this species.
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 10

Biological Conclusion: No Effect
8.3 Gray Bat Myotis grisescens
Endangered(P/P)
Gray Bats usually roost in caves or in/on structures year round. No caves or mines are located
within the action area of this project. The bridge replacement should not require blasting, but it
will require pile driving (percussive activities). The bridge was surveyed for bats and evidence
of bat roosting on August 5, 2014 and October 11, 2016 and none were evident. Another bridge
survey will be conducted to confirm the absence of bats or evidence of bat use prior to bridge
demolition.
Biological Conclusion: No Effect
8.4 Indiana Bat Myotis sodalist
Endangered(P/P)
Indiana Bats only winter in caves or mines with stable, but not freezing, cold temperatures.
During warm seasons Indiana Bats usually roost on/in structures, under the shaggy bark of live
trees such as white oaks, sycamores, and hickories, or in cavities or under the loose peeling bark
of dead trees. Approximately 13 large trees, including sycamores and black walnut as well as
one large multi-trunked Leland cypress, will need to be removed for the project. Trees will be
removed from October 15 to April 15 to avoid potential harm to bats that may be roosting. With
the clearing restriction, the possibility of affecting this species will be greatly reduced. This
project should not require blasting, but it will require pile driving (percussive activities). The
bridge was surveyed for bats and evidence of bat roosting on August 5, 2014 and October 11,
2016 and none were evident. Another bridge survey will be conducted to confirm the absence of
bats or evidence of bat use prior to bridge demolition.
Biological Conclusion: May Affect: Not Likely to Adversely Affect
8.5 Northern Long-eared Bat (NLEB) Myotis septentrionalis Threatened
During warm seasons NLEB usually roost on/in structures, in a variety of species of live trees,
and dead snags. During the winter months, NLEB hibernate in caves and mines. Approximately
13 large trees, including sycamores and black walnut as well as one multi-trunked Leland
cypress, will need to be removed for the project. Trees will be removed from October 15 to
April 15 to avoid potential harm to bats that may be roosting. This project should not require
blasting, but it will require pile driving (percussive activities). The bridge was surveyed for bats
and evidence of bat roosting on August 5, 2014 and October 11, 2016 and none were evident;
absence of bats or evidence of bat use will be confirmed prior to demolition. The bridge is
situated in a"red HUC" where known NLEB maternity roosts and/or hibernacula are a concern.
By email dated April 19, 2017, the Service (Andrew Henderson) notified NCDOT (Dave
McHenry) that (1) the project is located more than'/4 mile from the nearest known hibernacula
and more than 150 feet from the nearest known NLEB maternity roost and (2) there will be no
prohibited incidental take of the NLEB; (see Appendix B for correspondence). Therefore, this
Biological Assessment; Bridge No. 64, Macon County June 2017
Page ll

project complies with the SLOPES process developed between the Asheville and Raleigh
USFWS offices and the USACE, Wilmington District.
8.6 Appalachian Elktoe Alasmidonta raveneliana Endangered
Appalachian Elktoe only occur in Macon County in the Little Tennessee River downstream from
Lake Emory in Franklin. Although the Appalachian Elktoe population in the river has
experienced a sharp decline in recent years, the Little Tennessee River is still considered to be
occupied by the species. Watauga Creek is a tributary to the river below the dam, but mussels
have not been found in this stream. Watauga Creek is too small and possibly cold for mussels.
Bridge 64 is located approximately one half mile upstream from the river. Effective erosion
controls should prevent adverse effects from the project to any mussels downstream in the Little
Tennessee River.
Biological Conclusion: May Affect; Not Likely to Adversely Affect
8.7 Little-wing Pearlymussel Pegias fabula Endangered
The Little-wing Pearlymussel only occurs in Macon County in the Little Tennessee River
downstream from Lake Emory in Franklin. Watauga Creek is a tributary to the river below the
dam, but mussels have not been found in this stream. Watauga Creek is too small and possibly
too cold for mussels. Though less than a mile upstream from the river, effective erosion controls
should prevent adverse effects of the project on mussels downstream in the Little Tennessee
River.
Biological Conclusion: May Affect, Not Likely to Adversely Affect
8.8 Rusty-patched Bumble Bee Bombus affinis Endangered
The Rusty-patched Bumble Bee (RPBB) is likely to be present in scattered locations that cover
only about 0.1% of the species' historical range. It is within these limited areas USFWS
recommends that federal agencies and others consider the need to consult with the Service on the
potential effects of their actions or the potential need for an incidental take permits under section
10(a)(1)(B). For the remaining 99.9% of the historical range, USFWS advises agencies and
others that this bumble bee is not likely to be present and that consultations or incidental take
coverage is not necessary.
The USFWS does not and will not require surveys for RPBB in North Carolina because they
assume that the state is unoccupied by RPBB. Of course, if by chance, another survey discovers
an existing RPBB population in NC, then that decision may change
Biological Conclusion: N/A. USFWS does not require consultation for the vast majority of
North Carolina including Macon County because the state is unoccupied by the species.
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 12

8.9 Small Whorled Pogonia lsotria medeoloides Threatened
Small Whorled Pagonia most often occurs in open, dry, deciduous woods with acid soil, though
habitats can include slopes along streams and mesic forest with white pine and rhododendron.
Land use and cover adjacent to the bridge consists of maintained yards, drives, field, road
shoulders, wooded hill slopes and creek banks. There is a wooded area with some open
understory northwest of the bridge that will be impacted, but no Small Whorled Pagonia were
observed during visits to the bridge site including surveys conducted on August 5, 2014 and
October 11, 2016. There are no records for this plant within many miles of the project area.
Biological Conclusion: No Effect
8.10 Virginia Spiraea Spiraea virginiana Threatened
Virgnia Spiraea occurs along the Little Tennessee River upstream of Lake Emory and has been
found along a small tributary to the river far below the dam. However, there are no scoured
banks or gravel bars at the bridge that could support this plant. The species was not seen during
visits to the bridge site including surveys conducted on August 5, 2014 and October 11, 2016.
Biological Conclusion: No Effect
8.11 Rock Gnome Lichen Gymnoderma lineare Endangered
The Rock Gnome Lichen is found in spruce-fir forests on rocky outcrop or cliff habitats at high
elevation (typically above 5000 feet) locations in western North Carolina. However, Rock
Gnome Lichen can occasionally be found at lower elevations in deep river gorges with high
humidity or on some vertical rock faces that are periodically wet. The bridge site is much too
low in elevation and lacks rock faces and other habitat conditions required by this species.
Biological Conclusion: No Effect
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 13

7.0 References
Holliman, F. M., J. B. Reynolds, and T. J. Kwak. 2003. A predictive risk model for electroshock-
induced mortality of the endangered Cape Fear shiner. North American Journal of
Fisheries Management 23: 905-912.
Jenkins, R.E., and N.M. Burkhead. (1984). Description, biology, and the distribution of the
Spotfin Chub, Hybopsis monacha, a threatened cyprinid fish of the Tennessee River
drainage. Bulletin Alabama Museum of Natural History No. 8: 1— 30.
LeGrand, Jr., H.E., J.T. Finnegan, S.E. McRae, S.P. Hall. 2010. Natural Heritage Program List of
the Rare Animal Species of North Carolina. N.C. Natural Heritage Program, Raleigh, NC
North Carolina Department of Transportation (NCDOT). BMPs for Construction and
Maintenance Activities. August 2003.
htt�s://connect.ncdot.�ov/projects/Roadway/RoadwayDesi dministrativeDocuments/B
est%20Mana�ement%20Practices%20for%20Construction%20and%20Maintenance%20
Activities.pdf
North Carolina Department of Transportation (NCDOT). Connect NCDOT - Guidance and
Procedures_T&E Animal Habitat Descriptions Mar 6_2015.
https://connect.ncdot. gov/resources/Environmental/Compliance%20Guides%20and%20P
rocedures/TE%20Animal%20Habitat%20Descriptions%20Mar 6 2015.pdf
North Carolina Department of Transportation (NCDOT). 2015 Draft-Technical Note. Extent of
Sediment Transport from Excavation and Fill in a NC Mountain Stream.
North Carolina Department of Natural Resources (NCDENR) - Division of Water Resources.
2014. 2014 North Carolina 303(d) List.
http://portal.ncdenr.org/web/w /c�s/mtu/assessment
North Carolina Natural Heritage Program (NCNHP). 2016. nheo-2017-04. Natural Heritage
Element Occurrence polygon shapefile. April 12, 2017.
North Carolina Wildlife Resources Commission. 2017. Captive Culture and Reintroduction of
Priority Fishes and Mussels to Restore Cheoah River Populations. Unpublished Grant
Report.
North Carolina Wildlife Resources Commission Spotfin Chub species profile.
http://www.ncwildlife.or Learning/Species/Fish/Spotfin-Chub#2525731-overview
(Accessed O1/03/17).
U.S. Fish and Wildlife Service. 2015. Spotfin Chub Species Profile.
https://www.fws.gov/asheville/htmis/listed species/spotfin_chub.html (Accessed
O1/03/17).
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 14

U.S. Fish and Wildlife Service. 2014. Spotfin Chub, Erimonax monachus, 5— Year Review:
Summary and Evaluation. U.S. Fish and Wildlife Service, Asheville NC. 41pp.
U.S. Fish and Wildlife Service. 1983. Spotfin Chub Recovery Plan. U.S. Fish and Wildlife
Service, Atlanta, GA. 46 pp.
U.S. Environmental Protection Agency Office of Water. NPDES facilities by permit type.
NPDESPERMIT WMERC.
https://watersgeo.epa. ov/arcgis/rest/services/OWPROGRAM/NPDESPERMIT_WMER
C/MapServer
Biological Assessment; Bridge No. 64, Macon County June 2017
Page 15

APPENDIX A
Figures

N �� • �
� ,.,. � : h ..: ,., � , p +
��' 't� i . ''� f
_ ,�„
/�
�V' ��E � � .�, o,i� i ,
� - f';� � , .�'
1 �� ` ' � c , J� `--
�� � � , , r �
y�� s,� ' � ,'.�►- � � � . , � � �
�i -7-'Sa _ ,.\ �J�.. � _ 4 ,
/ r, _ ,
f _,t r � �:i', � '� -. � _ � ���1 � y ' ' g
4!� � y^, a � }, ., . ... . . .
0 0 0 �� . 'i . �( . , . .
� t � � ^ � �'
i
i���: ' . ��-�� .��. 7 .
� � -, �, �• j USGS 7.5 Minute Quadrangle, Corbin Knob, NC
k�� . ; �p ` `�4
s ,� � r,,,,�, �� m . ?�� � � � �x. ,�r��;� � ,
•• � _ �4 �S i q„ f
� �,e 'Y :•.� - ,R � `_ + ' ` �µ � .,.�'�M1 ..;�� t ..��* �: � � a r ' i• .
..s. � � . � � � � lY {� Y ��.���� �� . _
, _ ► � � - "r � ,�� �' - x�
� 3� I.w /
T -< �� .� • 3 ' o �
� ' F �
. , 7<- a
�'�. ��l
! �} �: 1 � �' � � {4 ^w 1
." :. r-, . � � !�> -. "' �+� A . Xr��
_ . ' y ' �a'� �� •^ . p 0 � . . � .. �� f F1 9
-� . R�. i ' � ���! 'rrR " M' } " , Y p.7w ' � • � 7 .�
` fi � � �' .. � t, .
.�l. �i,'��; � F�. p ',�'1 .e {� .:4����t,y�fii` � s
, �, �w - .,� ,� .S,�y�' � ,. ,�� , I�� . iisj.� A.. �.
� � �
7r .X� f �' � . .` ar._�'� q�' .
, �� �r ,: � ' � 4� • k' , . . I �f� r ,. ..h:.F. .} . . . � �"'`- ,a .
i �, '��'� ���e' i ` tHy, ]��. •t1r �E� � �� ' *� .. ' �
. . �+ -4 ihr� . , �' . r � - �� /y i�. . . _ .. .
�' • r �z� �` +� '� � � � � •,,; 441„
. 1 '��� 1��A� ��� �• ' ~ j� � � ��;�rt, ,�_y
� � � , • i 'v � , ��! � ` . � - C
� i'' �1': ' d' �.� � .7�:� � t ' ���
�o� 7� ' � � +p � . - �. ���y;�Y,-�;�. � ��S,y'' �?
�� �.�,� � �,��_:�j�ii�l�J�t� i�'�I'�@'� ,1"� �`^_�, . `� 'T�
,1 :a� �- ;��r'� "'`<.�:,� �i ' r � : t .�
� �� ��``�-„I 'r • •-�. �
.. o � � -.-_._ �1� ���.
� � : � ��m aa � �� � :� �
-: . ,. �: .� :.
� 1 . � y, •* a��. '� p ..
� � `t � '1 I f �
s , f��� � ��, ,7` i' �. ey � �?i
� , �� r �
k`� `��* :..,� �.� {� `t�s '
�,A. . }�, � 'k� ,�.� - ti i► ►�. .
. . .�. .:��M� �^' . � .-�� A�_��.
. . � :...�� , . � �l,� �; i� ��� �,� ,4 _ i
, .�,.`-���` �� •� � ` � . �� , t
1,}�r�� y .V' � k � ''' ` ,,Is
• i� ' �y�'��� ', �.':� R'�
wl ! .� � �
� }r� ��" � [ 'h' �� a� r � �`�.J'���
. .�.�,,r�'�� '� �' � /.
�� - � --+�F .-- � !1YSc. -
� s; � �MIs ,ik, , t� .
Legend - _ . - � . ��
'„a. . _
� Survey Locations '.�,�„ ,'�
� Streams y,u ''a r .�,' � � .., ; �
�. `
Detour Route � ` _ � � �� � `'*'��
• � ��� . r1 ,��tl �� , -
oate: June 2017
Prepared By: Prepared For: FreShWdt2� FISiI $U�V2j/
. �F NOFITH Cq SCdI2 0 500 Feet F i g u re
� . �Q� Ro9 BRIDGE # 64 ON SR 1328 ,��
y OVER WATAUGA CREEK �obNo.
� 0 176P.14.R.140
Q�
17BP.14.R.140
,
��'k, oej' Drawn by: Checked by:
�"��°F�""s�`� MACON COUNTY �cw KNrn

�
� ,� _��
� � �
' 1 �' .
. 1 � -�" :�.�:
l �
�_ �� �
,. —._
� ,� � ��-�_
�� --�
, �,;�! r � , t
�
�
�� l `,.: � � �
_. �
`�,
� � �
�1 /
, .,s
��� �
��� �
, � .�� -
.� � `��
> � '/ �
.�..
5 Mile Buffer
Streams
Municipalities
Prepared By: Prepared For:
. �F NOFITH Cq .
R.
�yP� 0 9\
/ •
I� ol
�9q �e/
� pP%
y���� oF iFPHSp`
IV
� � � �:� �
j � ~� 64
I ,
�OneMap, NC Cer�'t�� fio� Ce�c�rapf�c Ini��rq7at�y<
rd
N C N H P oate: June 2017
Element Occurrence S�a�e
BRIDGE # 64 ON SR 1328 0 1 Miles
��
OVER WATAUGA CREEK �obNo. ��gp.�q.R.140
17BP.14.R.140
Drawn by: DCW Checked by: KNM
MACON COUNTY
na'ly.sis�, NC 911
,i .. .
Figure
2

_ . �,� , .� ��+�.' �^_■ ' , �-#'_'. �� `
� tk—_: -' �.��'<< / \
� �
� �f� —"�/ W E
� r
) � 1 ./
, � .
� J
� \ /�` :��- t �
� � �_ ,
� ��� r
� � �,;. _ .
, ��
� � � � �:��-;.� . -
-y.
� --. � ;� _ _
� � �
� �
"� �-' '
��
�j � � .�� �
� � �
��� � � ' . ����" � � �� _ � ��.
� � i �--�_ � � � ' � . ^- : _ . '� � � ' ,
Lr � ��
`,',�5�,^—' `� ` - �
� , ,. t . �� �� � - �
� �
� 2% J � ,��
r,
;
. - � , , ,
�. ,�, � � �
. , � �� � � � �
,� � �
NC0021 7 (
' _ \ .—
� .
J � v
� ::�
' ��� '11 � i `°
� (
��- ; - .� .. � � �
J � � �� �
� J � � - ��� " / -
�,,, - ' f� ��
l� L J �'_:.:. a� � l �
1 � ��
�_ -_ - F � ��
Legend y 4 , ��
00 {, � -
�NCD 67326
� Survey Locations � � ; �_
r � ;:. 1
J NPDES Sites l � � �
Streams �r Z �' �
�' i � ,�
303(d) Listed Streams t � �
r
5 Mile Buffer � � 64
Municipalities IVC OneMap, NC Ceni�� fio� Ce�c�rap+�ic Iniarrq7GtRon a�i�1 A'nalysis, NC 911
.,� . -
— -- 3card � f i�
NPDES Dischargers and oate: June2017
Prepared By: Prepared For: 3�3�d� LlSted StC@dfT1S
�P��FNOFITHC�,_ gRIDGE # 64 ON SR 1328 S�a�e �� Miles Figure
� ' !y '� OVER WATAUGA CREEK JobNo. �
z 176P.14.R.140
`9 °I 17BP.14.R.140
'9''y oQ�`P Drawn by: Checked by:
�"'-°F=R""sp` MACON COUNTY �cw KNrn

APPENDIX B
NLEB Correspondence

Andrew Henderson (USFWS) Correspondence
From: Henderson, Andrew [mailto:andrew [e-mail]]
Sent: Wednesday, April 19, 2017 2:08 PM
To: McHenry, David G
Subject: Re: Macon Bridge 64 and NLEB
Hey Dave, thanks for the update on the baffles, I think it looks good and needless to say they
are getting put to the test in their first week.
Thinking about the NLEB, as you mentioned, the known roosts are on the other side of the
Little T, in Wolfpen Gap, much further away than the 150 ft radius from the project location,
and there are no known hibernacula within 1/4 mile. So although the project site falls in a red
HUC, this project meets criteria to be exempt under the 4d rule. The winter tree clearing is also
something we can point to, as well as your repeated inspections of the existing structure for bat
use and non-suitable roosting trees.
However, if the DOT would like to go with a May AfFect, Not Likely to Adversely Affect for NLEB
that is always an option. Either using the 4d or MANLAA works for us. Gray bat can also be
mentioned briefly then dismissed as No Effect. I will not propose any conservation measures
for bats on this project other than the measures you have already factored-in (multiple
inspections for bat usage in differing seasons, winter tree clearing).
Hope this helps