HomeMy WebLinkAbout20160575 Ver 1_Application_20160607Carpenter,Kristi
From:
Dagnino, Carla S
Sent: Tuesday, June 07, 2016 1:07 PM
To: Loretta Beckwith (Loretta.A.beckwith@usace.army.mil); Chapman, Amy
Cc: AI-Ghandour, Majed N; Barnett, Kevin; Davis, Mark S; Green, Edward A; Koch, Thomas
K; Carpenter,Kristi; Chambers, Marla J; Mellor, Colin; NCDOT Service Account -
Roadway Design; Staley, Mark K; Wilkins, Ronald B; Andrew Henderson; Janet Duffey;
RaSharon King (rmking@tva.gov); Qubain, Joseph; Fisher, Paul F; Calhoun, Douglas R;
Subject:
Turchy, Michael A
Permit Application for B-5125, Macon County
The Permit Application for B-5125 has been posted to the NCDOT website. The electronic copy can be viewed
/downloaded at
https://connect.ncdot.qov/resources/Environmental/
This email serves as NCDOT's permit application submittal to the NC Division of Water Resources and the US
Army Corp of Engineers.
Thank you.
Carla Dagnino
Western Region Environmental Program Supervisor II
Natural Environment Section
Project Development and Environmental Analysis
NC Department of Transportation
919 707 6110 office
cdaqnino(cDncdot.qov
1598 Mail Service Center
Raleigh, NC 27699 -1598
1020 Birch Ridge Drive
Raleigh, NC 27610
,M II +M �� ,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
S \�
%:.a�
Transportation
June 7, 2016
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Loretta Beckwith
NCDOT Coordinator
PAT McCRORY
Governor
NICHOLAS J. TENNYSON
Secretnry
Subject: Application for Section 404 Nationwide Permit 13, 23, 33, and 401 Water Quality
Certification for the proposed replacement of Bridge No. 22 over Little Tennessee River/
Lake Emory on US 441 Business in Macon County, Federal Aid Project No. BRNHS-
0441(8), Division 14,
TIP No. B-5125. Debit $240 from WBS 42271.1.1.
Dear Madam:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 22 over the
Little Tennessee River/ Lake Emory on US 441 Business with a 250 foot 4-span bridge in the same
location as the existing bridge. Traffic will be maintained on the existing southbound bridge during
construction.
There will be 0.07 acre of temporary stream impacts due to temporary causeways needed for the removal
and construction of the interior bents and removal of the existing wing wall. No more than 50% of the
river/lake will be blocked at any time during the removal/ construction of the project.
There will also be 22 feet of bank stabilization due to the replacement of an existing pipe containing an
unnamed tributary to Little Tennessee River/ Lake Emory.
Please see enclosed copies of the Pre-Construction Notification (PCN), stormwater management plan,
permit drawings and design plans for the above-referenced project. The Categorical Exclusion (CE) was
completed in May 2014 and distributed shortly thereafter. Additional copies are available upon request.
This project calls for a letting date of August 16, 2016 and a review date of June 28, 2016.
�Nothing Compares��.
State of North Carolina � Department of Transportation � PDEA-Natural Environment Section
1020 Birch Ridge Drive, 27610 I 1598 Mail Service Center � Raleigh, North Carolina 27699-1598
919-707-6000 T 919-2125785 F
A copy of this permit application and its distribution list will be posted on the NCDOT Website
at: http://connect.ncdot.gov/resources/Environmental. If you have any questions or need
additional information, please contact Michael Turchy at maturchy@ncdot.gov or (919) 707-6157.
Sincerely,
�--
����/_�
I
,�� Philip S. Harris III, P.E., C.P.M.
Natural Environment Section Head
cc:
NCDOT Permit Application Standard Distribution List
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
1b. Specify Nationwide Permit (NWP) number: 13, 23, 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1 d. 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.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ 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: B-5125 Replacement of Bridge 22 over Little Tennessee River/ Lake Emory on US
441 Business
2b. County: Macon
2c. Nearest municipality / town: Franklin
2d. Subdivision name: n/a
2e. NCDOT only, T.I.P. or state g_5125
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: 919-707-6157
3g. Fax no.: 919-212-5785
3h. Email address: maturchy@ncdot.gov
Page 1 of 11
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 11
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): n/a
1 b. Site coordinates (in decimal degrees): Latitude: 35.186131 Longitude: - 83.372060
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: Approximately 2.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Little Tennessee River/ Lake Emory
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Little Tennessee
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 land use is urbanized/ maintained disturbed as the project is located in downtown Franklin.
3b. List the total estimated acreage of all existing wetlands on the property:
There are no wetlands on the property.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 150 linear feet (Little Tennessee River) within construction easement boundaries.
3d. Explain the purpose of the proposed project:
The purpose of the project is to replace a structurally deficient and functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 215-foot long 5 span structure with a 250-foot long 4 span structure at the same
location. Traffic will be reduced to one lane in each direction and maintained on the existing southbound bridge.
Standard road building equipment, such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / � Yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If 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:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
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.
Page 3 of 11
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 11
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
Site 1❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments:
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 of Average Impact length (linear
number - (PER) or jurisdiction stream feet)
Permanent (P) or intermittent (Corps - 404, width
Temporary (T) (INT)? 10 (feet)
DWQ — non-
404, other)
Temporary Work
Site 1❑ P� T Pad for Barge Little Tennessee � PER � Corps 150 74'* (0.05 acre)
Access 8� Bent River ❑ INT ❑ DWQ
Removal
Temporary
Dewatering Little Tennessee � PER � Corps
Site 2❑ P� T (Cofferdam for 150 0.01 acre
New Bent River ❑ INT ❑ DWQ
Installation)
Temporary Work Little Tennessee � PER � Corps
Site 3❑ P� T Pad for Bent 150 < 0.01 acre
Removal River ❑ INT ❑ DWQ
Temporary Work Little Tennessee � PER � Corps
Site 4❑ P� T Pad for Bent 150 < 0.01 acre
Removal River ❑ INT ❑ DWQ
Temporary
Dewatering Little Tennessee � PER � Corps
Site 5❑ P� T (Cofferdam for 150 0.01 acre
New Bent River ❑ INT ❑ DWQ
Installation)
Temporary Work
Pad for Old Little Tennessee � PER � Corps
Site 6❑ P� T 150 66'* (<0.01 acre)
Abutment River ❑ INT ❑ DWQ
Removal
Site 7� P❑ T Bank Stabilization Little Tennessee � PER � Corps 150 22'
River ❑ INT ❑ DWQ
Permanent = 22'
bank stabilization
3h. Total stream and tributary impacts Temporary = 0.07
ac temp work
pads*
3i. Comments: Site 2 8 5=<0.01 ac (58 square feet) of permanent surFace water impact due to 6 bridge piers.
*Temporary impacts overlap, the actual total linear temporary stream impact is 96 feet.
Page 5 of 11
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 individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact
Permanent (P) or (acres)
Tem ora T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
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 (acres)
Pond ID Proposed use or purpose of
number pond Floo Filled Excavated Flooded Filled Excavated Floode
ded d
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit
required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area
(acres):
5j. Size of pond watershed
(acres):
5k. Method of construction:
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 impacts 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? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact (square Zone 2 impact
Permanent (P) or for Stream name mitigation feet) (square feet)
Tem ora T im act re uired?
B1 ❑P❑T ❑Yes
❑ No
B2 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
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 proposed replacement bridge will be on the same alignment as the existing bridge. The structure will be
longer and will have only two bents in the water. Accommodations have been made for pedestrians to cross
under the bridge which obviates the current at-grade pedestrian crosswalk.
The bridge is designed so that storm water is collected in inlets immediately after the bridge, allowing for no
direct discharge into the Little Tennessee River.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Design Standards for Sensitive Waters will be implemented for this project.
Best Management Practices (BMPs) will be utilized during construction to attempt to reduce the stormwater
impacts to the receiving streams due to erosion and runoff.
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:
3b. Credits Purchased (attach receipt and letter) TyPe Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
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.
Page 7 of 11
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer ❑ Yes � No
that requires 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)
3 (2 for
Zone 1 Catawba
)
Zone 2 1.5
6f. Total buffer mitigation required:
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).
6h. Comments:
Page 8 of 11
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:
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:
see attached permit drawings
❑ 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: N/A
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No n/a
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No n/a
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No n/a
Page 9 of 11
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: - CE completed May 28, 2014.
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 2B .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):
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.
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.
Not applicable.
Page 10 of 11
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No
i m pacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field O�ce you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated 6ritical
Habitat?
USFWS website:
Turquoise shiner/ spotfin chub (no habitat present*)
*The project is located in an area included in the designated critical habitat for the turquoise shiner (spotfin
chub), Erimonax monachus. No such habitat is found in the vicinity of this bridge replacement project as the
project is located in a section of the Little Tennessee River that is impounded by the Lake Emory Dam. In addition,
there are currently no records of the species above the Lake Emory dam. Construction of the project will not
affect habitat utilized by the species.
Virginia spiraea — No Effect, last survey 7/9/2015
No habitat exists for all other remaining listed protected species
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?
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?
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:
8c. What source(s) did you use to make the floodplain determination? approved NEPA documents
�
Philip S. Harris C.P.M., P.E. Q6 _ 0 � r�o��
ApplicanUAgent's Printed Name Applicant/Agent's Signature Date
(AgenYs signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
E li.�;l�ti'� i'�' North Carolina Department of Transportation
SIUt��1ii�V�1tPT. Highway Stormwater Program sr'
.�
STORMWATER MANAGEMENT PLAN ���`�'-�+
(Version 1.2; Released July 2012) FOR LINEAR ROADWAV PROJEC75
Project/TIP No.: B-5125 County ies : Macon Page 1 of 3
General Project Information
Pro'ect No.: B-5125 Pro'ect T e: Brid e Replacement Date: 7/9/2015
NCDOT Contact: Marc. T. Shown, PE Contractor I Designer: Elizabeth (Liz) G. DiNatale
Address: NCDOT Hydraulics Unit Address: Sepi Engineering and Conshuction, Inc
1020 Birch Ridge Road 1025 Wade Avenue
Ralei h, NC 27610 Ralei h, NC 27605
Phone:(919)707-6751 Phone: 919-573-9949
Email: mshown ncdot. ov Email: Idinatale se ien ineerin .com
CitylTown: Franklin County ies : Macon
River Basin s: Little Tennessee CAMA Count ? No
Primary Receiving Water: Little Tennessee NCDWQ Stream Index No.: 2-(1)
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C
Supplemental: None
Other Stream Classification: None
303(d) Impairments: None
Buffer Rules in Effect N/A
Project Description
Project Len th (lin. Miles or feet : 0.137 miles Surrounding Land Use: urban
Proposed Project Existing Site
Pro'ect Built-U on Area (ac. 0.23 ac. 0.02 ac.
Typical Cross Section Description: The typical cross section consists of 11 ft travel lanes, a 2 foot shoulder on the The existing downstream travel lane is approximately 11 feet wide and the upstream
downstream side and a 7 ft 7 in. shoulder on the upstream side, separated from a 12 ft lane is approximately 11 ft wide.
5 in multi-use path by a 42 in. vertical concrete barrier rail. The structure is supered
toward the upstream side at 0.03 slope. 1.5" of type S9.5B asphalt is proposed to
cover the bridge deck.
Average Daily Traffic (veh/hr/day): Design/Future: 17,000 Existing: 13,200
Generel Project Narrative: The NCDOT proposes to replace bridge #550022 on U.S. 441 Business over the Little Tennessee River in Macon County. The project will consist of grading, paving, drainage,
signals and structures. The existing structure is 215 ft, while the proposed structure is 250 feet long. The new structure includes a multi-use path. The proposed bridge has a
cored slab deck and concrete barrier between travel lanes and multi-use path with 2-bar metal rails on the outside of the structure. Proposed drainage will be similar to the
existing with the addition of curb and gutter along the road passed the bridge. Catch basins will be used within the curb and gutter sections and various yard inlets will be
utilized where needed. The bridge is super elevated to allow for deck drainage within the allowed spread section. The drainage from the bridge will be collected in inlets
immediately after the bridge allowing for no dicharge directly into the Little Tennessee River. A 42" pipe is proposed to contain the live running stream that currently drains
through the roadway drainage into the Little Tennessee River.
References
I li�;l l��'3 t�' North Carolina Department of Transportation
!� I Ul'113i��"s1t�T -
. . . , Highway Stormwater Program � �?����
STORMWATER MANAGEMENT PLAN �- -•'t
(Version 1.2; Released July 2012) FOR LINEAR ROADWAV PROJEC7S
Project/TIP No.: B-5125 County(ies): Macon Page 2 of 3
Project Environmental Summary
Surface Waterlmpacts
Sheet Station Feature Water / Wetland / Receiving Surface NRTR Map NCDWQ Stream NCDWQ Surface 303(d) Type of Existing Proposed
No. (From / To Impacted Buffer Type Water Name ID Index Water Classification Impairments Impact SCM SCM
4 13+11 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Fiil N/A N/A
13+21 -L-
4 13+32 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Excavation N/A N/A
13+42 -L-
4 13+75-L- Stream Perennial LittleTennesseeRiver N/A 2-(1) C None Excavation N/A N/A
13+80 -L-
4 13+80-L- Stream Perennial LittleTennesseeRiver N/A 2-(1) C None Fill N/A N/A
13+g1 -L-
4 14+11 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Stabilization N/A N/A
14+18 -L-
4 13+g8 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Stabilization N/A N/A
14+15 -L-
4 12+70 -L- Stream Perennial Little Tennessee River N/A 2-(1) C None Fill N/A N/A
13+05 -L-
' List all stream and surtace water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Description of Minimization of Impacts or Miti ation
References
F li�;la�,��i�.
41(li"1SSS4'.11�T. North Carolina Department of Transportation �'.�
STORMWATER MANAGEMENT PLAN ^- •-'
FOR LINEAR ROADWAY PROJEC75
(Version 1.2; Released July 2012) 8-5125 County(ies): Macon Page 3 of 3
Preformed Scour Holes and Ener Dissi ators
Pipe/Structure
Sheet Energy Dissipator Dreinage Area Dimensions Q10 V10
No. Station T pe Ri rap T pe ac Conve ance Structure in) (cfs f s
4 14+17 -L- Riprep Apmn / Pad Class II 84.30 Pipe 48 104.1
section consists of 11
ft travel lanes, a 2 foot
shoWder on the
downstream side and
a 7 ft 7 in. shoulder on
the upstream side,
❑ ves � No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008), NCDOT Standard Details, or FHWA HEC-
14 (July 2006), been met and verified, as applicable7 If No, provide further explanantion of why design criteria was not met.
Additional Comments
This system outlet is designed to match the existing system. The outlet pad is of sufficient size to minimize outlet velocities.
' Refer to the NCDOT Best Management Practices Toolbox, Version 1(March 2008), NCDOT Standard Details, the Federai Highway Administretion (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14),
Third Editioq Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
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DETOUR ROUTE
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BEGIN TIP PROJECT B-5125
-L- STA. 10 + 50.00
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GRAPHIC SCALES DESIGN DATA
50 25 0 50 100 ADT 2013 = 13,200
ADT 2035 = 17,000
PLANS K = 11 %
D = 100 %
50 25 0 5o too T= 6% *
V = 45 MPH
PROFILE (HORIZONTAL) * TTST =1% DUAL 5%
10 5 0 l0 20 FUNC. CLASS =COLLECTOR
PR(1FI1 F lVFRTI('AI 1 REGIONAL TIER
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TYPE OF WORK GRADIIVG, PAVING, DRAINAGE, SIG11lALS F� STRUCTURES.
WETLAN D AN D STREAM IMPACTS
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US 447 BYPA55 �
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Raleigh, NC 27605
C Tel 919-789-9977
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CONSTRUCTION License:C-2197
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF FRANKLIN.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISHED BY METHOD II.
PROJECT LENGTH
LEeVGTH ROADWAY TIP PROJECT No. 8-5125 = 0.080 Miles
LEeVGTH STRUCTURE TIP PROJECT No. B-5125 = 0.048 Miles.
TOTAL LEIVGTH TIP PROJECT No. B-5125 = O.128 Miles.
P�e/wreA ln Me Office of:
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 276I0
2012 STANDARD SP@CIFICATIONS
RIGHT OF WAY DATE: KEVIN E. MOORE, PE
JANUARY 16, 2015 rxo�Ecr sxcrxsEn
LETTING DATE: STEVEN D. KENDALL, PE
FEBRUARY 16, 2016 Pko�Eca nssrcti Eucrx��x
HYDRAULICS EIYGINEER
ROADWAY DESIGIY
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SPECIALLATERAL'V'DITCH a' �` � � � / i r.�. ' �/ 1 '
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GEOTEXTIIE
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STA. 12+06 TO STA 12+34 -L- LT FROM STA. 14+03 TO STA. 14+24 -L- RT �` \\\ \^. I��� g� � /
`NOTE. DITCH TO DAYLIGHT OVER . . � �, \ \\� � . / � ^ f /� ,.
FUTURE GREENWAY � , _ . :� � . , , , . .
SDATES ' / ... � � .
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LSHEET 5 4F 6 ;J
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PROIECT REFERENCE NO. SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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10 11 12 13 14 15 16 17
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 @ 12+70 -L- TEMPORARY PLATFORM 0.05 74
2 @ 13+16 -L- PROP. INTERIOR BENT #2 0.01 *
Cofferdams - Temp Dewatering
3 @ 13+37 -L- EXISTING INTERIOR BENT #3 < 0.01
4 @ 13+80 -L- EXISTING INTERIOR BENT #4 < 0.01
5 @ 13+86 -L- PROP.INTERIOR BENT #3 0.01 *
Cofferdams - Temp Dewatering
6 @ 14+11 -L- REMOVAL OF EX. WINGWALL < 0.01 66
7 13+99 TO 14+14 -L- RT BANK STABILIZATION < 0.01 22
TOTALS*: < 0.01 0.07 22 140*� 0
NOTES:
*Permanent stream impacts due to two bents with three drilled piers each are estimated at 58 square feet.
** Temporary impacts overlap, the actual total temporary linear stream impact is 96'.
2013 10 24
• �
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See Sheet � A For I ndex of Sheets
, � 1442
1�, � �. i '
, 28' 1489
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1662 J �� 1659
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1705 ��� I�03 � 64
V lCINIT Y MAP
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LOCATION
LOCA TI01�: REPLA CEMEI�T OF BRIDGE 1�0. 22 O VER LITTLE
TE1�I�ESSEE RIT�ER 01�1 US 441 B USII�ESS
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BEGIN TIP PROJECT 6-5125
—L— STA. 10 + 50.00
BEGIN CONSTRUCTION
-DRWY- STA. 10 + 49.63
TO DOWNTOWN FRANKLIN
TYPE OF WORI�: GRADI11tG, PA T�I1�G, DRAII�AGE, SIGI�ALS £� STR UCTURES.
BEGIN CONSTRUCTION
-Yl- STA. 30 + 00.00
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(EAST MAIN ST.)
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BEGIN BRIDGE
-L- STA. 11 + 99.58
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-L- STA. 14 + 52.20 j0
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� EI�D CONSTRUCTION
- RWY- STA. 13 + 93.73
US 441 BUSINESS
(EAST MAIN ST.
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THIS PROJECT IS WITHII� THE M U11lICIPAL BO U1�DARIES OF THE TO W1� OF FRAI�KLI1�.
TO US 441 BYPASS
CLEARII�G 01� THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISHED BY METHOD II.
END TIP PROJECT B-5125
—L— STA. 17 + 2 0. 00
GRAPHIC SCALES DESIGI� DATA PROJECT LE11tGTH
Prepored In the Offlce of: HYDRAULICS E1VGI11lEER
ADT 2 Ol 3= 13,2 0o DI VISI01� OF HIGHWA YS
50 25 0 50 100 LEI�GTH ROADWAY TIP PROJECT 1110. B-5125 = 0.079 Miles. 1000 Birch Ridge Dr., Raleigh NC, 27610 a�a�
ADT 2035 = 17,000 LE11lGTH STRUCTURE TIP PROJECT 11to. B-5125 = 0.048 Miles. �� �� ����
K = � � % 2012 STANDARD SPECIFICATIONS �@ po
PLANS �
D= 1 OO O�o P.E. � �
TOTAL LE11lGTH TIP PROJECT 11to. B-5125 = 0.127 Miles. SIGNATURE: � �
50 25 0 50 100 T— 6��o * RIGHT OF WAY DATE: KEVIN E. MOORE, PE � o
V= 45 MPH JANUARY 16, 2015 PROJECT ENGIII�EER ROADWAY DESIGI� °
E111G7111EER �`� �Q
PROFILE (HORIZONTAL) * TTST =1% DUAL 5%
o°
Q
LETTIIIIG DATE: STEVEN D. KENDALL PE ��� p�p���o
� O rJ O � O 2 0 F U N C. C LAS S= C O L L E CTO R PROJECT DESIGN ENGINEER
AUGUST 16, 2016
PROFILE (VERTICAL) REGIONAL TIER I'•E• DOCUMENT NOT CONSIDERED FINAL
SIGNATURE: UNLESS ALL SIGNATURES COMPLETED
1 �ote: Not to Scale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line ------
County Line ---
Township Line ---
City Line --
Reservation Line - -
Property Line
Existing Iron Pin
Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line -X
0
E�P
�
a
123
x x—
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary - - - -W�B— — — —
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Known Soil Contamination: Area or Site �'
Potential Soil Contamination: Area or Site �
BUILDINGS AND OTHER CULTURE.•
WLB
EAB
EPB
.,.
?
Gas Pump Vent or U/G Tank Cap O
Sign �
Well °
Small Mine �'
Foundation �
Area Outline
Cemetery fi
Building
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
BufFer Zone 1
BufFer Zone 2
F I ow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
�----�
�----�
JS
BZ 1
BZ 2
. ..
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I�I)� I � ' I : � I (�)J \ (�) I �� ° I I I � �� I I ��' . �� � " �
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RAILROADS:
Standard Gauge
RR Signal Milepost
$WltCil
RR Abandoned
RR Dismantled
RIGHT OF WAY.•
Baseline Control Point
Existing Right of Way Marker
Existing Right of Way Line
Proposed Right of Way Line
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite R1W Marker
Proposed Control of Access Line with
Concrete C�A Marker
Existing Control of Access
Proposed Control of Access
Existing Easement Line
Proposed Temporary Construction Easement -
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Drainage / Utility Easement
Proposed Permanent Utility Easement
Proposed Temporary Utility Easement
Proposed Aerial Utility Easement
CSX TRANSPORTATION
0
MILEPOST 35
�
SWITCH
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O
0
Proposed Permanent Easement with
Iron Pin and Cap Marker
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
.
W
i� 0
� W
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'. _. ��
—
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f--,
�A,
E
E
TDE
PDE
DUE
PUE
TUE
AUE
�
Proposed Slope Stakes Cut --- C---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail T T T
Proposed Guardrail T T T T
Existing Cable Guiderail n n �
Proposed Cable Guiderail n n n n
Equality Symbol �
Pavement Removal
T�EGETATION.•
Single Tree
Single Shrub
�
�
Hedge
Woods Line � � � � � � � � �
Orchard
Vi neya rd
EXISTING STRUCTURES.•
MAJ O R:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
Recorded U/G Power Line
Designated U/G Power Line (S.U.E.*)
TELEPHONE:
� � � �
Vineyord
CONC
� CONC WW �
�
CONC HW
�--------�
� CB
�•
P
- - - -P- - - -
Existing Telephone Pole -♦
Proposed Telephone Pole -O-
Telephone Manhole O
Telephone Booth �
Telephone Pedestal �
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable T
Designated U/G Telephone Cable (S.U.E.*) — - - - -T- - - -
Recorded U/G Telephone Conduit T�
Designated U/G Telephone Conduit (S.U.E.*j- - - - -T�- - - -
Recorded U/G Fiber Optics Cable T FO
Designated U/G Fiber Optics Cable (S.U.E.''�- - - - -T Fo- - - .
WATER:
Water Manhole O
Water Meter o
Water Valve �
Water Hydrant �
Recorded U/G Water Line W
Designated U/G Water Line (S.U.E.* - - - -W- - - -
Above Ground Water Line A�c water
TV:
TV Satellite Dish C
TV Pedestal ❑�
TV Towe r �
U/G TV Cable Hand Hole HH
Recorded U/G TV Cable T�
Designated U/G TV Cable (S.U.E.*) - - - -T�- - - -
Recorded U/G Fiber Optic Cable T� F°
Designated U/G Fiber Optic Cable (S.U.E.*� ----TV FO- --
GAS :
Gas Valve
Gas Meter
Recorded U/G Gas Line
Designated U/G Gas Line (S.U.E.*)
Above Ground Gas Line
— — — —G— — — -
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole OO
Sanitary Sewer Cleanout 0
U/G Sanitary Sewer Line SS
Above Ground Sanitary Sewer A/G Sanitory Sewer
Recorded SS Forced Main Line F55
Designated SS Forced Main Line (S.U.E.*) — - - - -F55- - - -
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A�G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
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TOWN OF FRANKLIN
� �/� �/ / DB 5-28 PG 1982
-DRWY - -L - -y/ - - B Y 5 - I 8
Pl Sto 11+45.69 Pl Sto 12+78.22 Pl Sto 13+78.64 Pl Sta 11+30.70 Pl Sto 35 +56.33 � DE NOTES SI DEWALK
p= 73° 05' 15.3" �LT J 0= 20° 33' 4/.9" �LT J �= 84° 28' 37.9" �LT J �= 3° 04' 14.9" lRT 1 p= 20° 03' 28.0" lLT J
D= 88° 08' S0.5" D= l8° 28' S7.0" D= ll4° 35' 29.6" D= 2° 5/' S3.2" D=% 45' 00.0"
L= 82.92' L= ll1.25' L= 73.72' L= 107.19' L= 258.8/'
T= 48.17' T= 56.23' T= 45.40' T= 53.6/' T= 130.74'
R= 65.00' R= 3/0.00' R= 50.00' R= 2,000.00' R= 739.30'