HomeMy WebLinkAbout20160135 Ver 1_Application_20160212Carpenter,Kristi
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Dagnino, Carla S
Friday, February 12, 2016 1:19 PM
'Steven.L.Kichefski@usace.army.mil'; Chapman, Amy
AI-Ghandour, Majed N; Koch, Thomas K; Carpenter,Kristi; Chambers, Marla J; Mellor,
Colin; Moore, Brenda L; Pettyjohn, Michael A; Slaughter, Johnathan H; Staley, Mark K;
Wanucha, Dave; Wilkins, Ronald B; Andrew Henderson; Ayscue, Phillip W; Harmon,
Beth; Hemphill, Jeffrey L; Blakeney, Gregory M; Zerman, William S
Permit Application for B-5147, Ashe County
Follow up
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The Permit Application for B-5147 has been posted to the NCDOT website. The electronic copy can be viewed
/downloaded at
https://connect.ncdot.gov/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
cdagnino@ncdot.gov
1598 Mail Service Center
Raleigh, NC 27699 -1598
1020 Birch Ridge Drive
Raleigh, NC 27610
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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.
Transportation
February 12, 2016
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Mr. Steven Kichefski
NCDOT Coordinator
PAT McCRORY
Covernor
NICNOI..AS J. TENNYSON
SUBJECT: Application for Section 404 Nationwide Permits 23, 33, and Section
401 Water Quality Certification for the Proposed Replacement of
Bridge 327 on SR 1509 over Little Buffalo Creek in Ashe County,
Federal Aid Project No. BRZ-1509(8); Division 11; TIP No. B-5147;
$240.00 debit WBS No. 42308.1.1.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number
327 on SR 1509 over Little Buffalo Creek in Ashe County with a 49 lf, twin barrel (including a
low flow channel), 9'x 8' reinforced concrete box culvert (RCBC) on a new alignment to the
north. The existing bridge will be utilized as an onsite detour during construction. There will be
135 lf of permanent impacts to surface waters including 49 lf of fill from the culvert installation
and 86 lf of bank stabilization (including floodplain benches) for the project. There will be <0.01
acre of temporary impacts to surface waters resulting from dewatering.
Please see enclosed copies of the Pre-Construction Notification (PCN), DMS Acceptance Letter,
Stormwater Management Plan, Permit Drawings, and Roadway Plansheets. A Categorical
Exclusion (CE) was completed in July 2015 and distributed shortly thereafter. Additional copies
are available upon request.
This project is located in a trout county; therefore comments from the NCWRC will be required
prior to authorization by the Corps of Engineers. By copy of this letter and attachment, NCDOT
hereby requests NCWRC Review. NCDOT requests that NCWRC forward their comments to the
Corps of Engineers and the NCDOT within 30 calendat• days of receipt of this application.
-^/'Nothing Campares:n.._
State of North Carolina � Deparnnent of Transportation � PDEA-Natural Environment Section
1020 Birch Ridge D�ive, 27610 � 1598 Mail Service Center � Raleigh, North Carolina 27G99-1598
919-707-6000 T 919-212-57ffi F
This project calls for a letting date of May 17, 2016 and a review date of March 29, 2016 (permits
need to be received by this date); however, the let date may advance as additional funding
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 call Jeff Hemphill at (919) 707-6126.
Sincerely,
----
.� S Richard W. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc:
NCDOT Permit Application Standard Distribution List
�o� vvArE�,� Office Use Only:
� � 4 � Corps action ID no.
i�. � i � r 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: 23,33 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.
1g. 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: Replacement of Bridge 327 over Little Buffalo Creek on SR 1509
2b. County: Ashe
2c. Nearest municipality / town: Smethport
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state g_5147
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if not applicable
applicable):
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: (919) 707-6126
3g. Fax no.: (919) 212-5785
3h. Email address: jhemphill@ncdot.gov
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name: not applicable
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: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 36.4270 Longitude: - 81.5017
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 4.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Little Buifalo Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C;Tr+
2c. River basin: New
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:
Forest communities, minor commercial and residential development.
3b. List the total estimated acreage of all existing wetlands on the property:
0.0 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
951 If
3d. Explain the purpose of the proposed project:
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 2 span, 26-foot timber deck bridge with a 49-foot, twin barrel (including a low flow
channel), 9' x 8' RCBC on a new alignment to the north with the existing bridge utilized as an onsite detour. 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 /
project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown
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.
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
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 orar T
Site 1❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 2❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 3❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site 4❑ P � T ❑ Yes ❑ Corps
❑ No ❑ DWQ
Site ❑ 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 �mpact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, 10 width
Temporary (T) (INT)? DWQ — non-404, (feet)
other)
Site 1� P 0 T Fill Little Buffalo � PER � Corps 10 49
Creek ❑ INT � DWQ
Bank
Stabilization Little Buffalo � PER � Corps
Site 1� P � T (Floodplain Creek ❑ INT � p�/(� 10 60
Bench)
Site 1� P 0 T Bank Little Buffalo � PER � Corps 10 26
Stabilization Creek ❑ INT � DWQ
Site 1❑ P� T Dewatering Little Buffalo � PER � Corps 10 23
Creek ❑ INT � DWQ
Site ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
Site ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 135 Perm
23 Temp
3i. Comments:
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
impact number— waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Temporary T
01 ❑P�T
02 ❑POT
03 ❑P�T
04 ❑P�T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction roposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond Excavat
Flooded Filled ed Flooded Filled Excavated Flooded
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
im acts 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? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Tem orar T) re uired?
B1 ❑P❑T ❑Yes
❑ No
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Stormwater Management Plan. Proposed culvert slope is consistent with the existing stream slope. Proposed low flow
dimensions through the culvert are consistent with the existing low flow channel dimensions in the stream. Alternating low flow
sills/baffles may be required to achieve this. Proposed low flow velocities through the culvert are consistent with the existing
low flow velocities in the stream. Proposed culvert is appropriately buried such that the bed material will be retained
throughout the culvert length. The dimension pattern and profile of the stream above and below the culvert is not modified by
widening the stream channel or by reducing the depth of the stream in the vicinity of the culvert. A low flow floodplain bench is
evaluated at the inlet and outlet of multiple barrel culverts. Culvert length has been minimized as much as possible. Culvert
alignment avoids sharp bends at inlet and outlet as much as practicable to avoid bank erosion. The amount of stream work to
be done up and down stream is minimized as much as possible. The existing bridge will be utilized as an onsite detour.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices for Surface Waters will be used during all phases of construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
❑ 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: not applicable
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: 49 linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool �cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 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.
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
Zone 2
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:
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.
❑ 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? not applicable
❑ 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
4a. Which of the following state-implemented stormwater management programs apply ❑ HQW
(check all that apply): ❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes ❑ No NA
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No NA
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No NA
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)?
1 c. 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 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
additional development, which could impact nearby downstream water quality? � No
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.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
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
10
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
� Yes ❑ No
❑ Yes � No
❑ Raleigh
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
N.C. Natural Heritage Program database; USFWS-website; biological surveys for protected species listed for Ashe
County which includes: Bog turtle, Heller's blazing star, Roan mountain bluet, spreading avens, swamp pink, rock gnome
lichen, Blue Ridge goldenrod, Carolina northern flying squirrel, Virginia spiraea and the northern long-eared bat.
Biological Conclusions of "No EffecY' were rendered for these species. Habitat for the Virginia spiraea exists in a small
margin along Little Buffalo Creek, but surveys conducted in the study area in 2009 and 2013 resulted in no specimens
being found. NCDOT and USFWS are currently formulating guidance for a new protocol with the NLEB. Once this
protocol is established, NCDOT will contact the Corps and other pertinent agencies with the updated guidance.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I❑ Yes
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes
/1 .
�I .
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NEPA Documentation
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: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
-�1� Richard W. Hancock, P.E. ��'� � z�/�
ApplicanUAgent's Printed Name ApplicanUAgenYs Signature Date
(AgenYs signature is valid only if an authorization letter from the applicant
is provided.)
Environmen tal
Quality
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secrerary
January 26, 2016
Mr. Richard W. Hancock, P.E.
Project Development and Environmental Analysis Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Mr. Hancock:
Subject: Mitigation Acceptance Letter:
B-5147, Replace Bridge 327 on SR 1509 over Little Buffalo Creek, Ashe County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
compensatory stream mitigation for the subject project. Based on the information supplied by you on January 26,
2016, the impacts are located in CU 03040101 of the Yadkin River basin in the Northern Mountains (NM) Eco-
Region, and are as follows:
Yadkin Stream Wetlands Buffer (Sq. Ft.)
03040101 Non- Coastal
� Cold Cool �� �p�� Riparian Marsh Zone 1 Zone 2
Impacts 49.0 0 0 0 0 0 0 0
(feet/acres)
������ �l �1�� ��,�a.�� u��ya�w ,��ay vc prc,pu�cu �o oe mingaiea at a i: i mitiganon rano. �ee pernut apphcation tor
details.
This impact and associated mitigation need were under projected by the NCDOT in the 2015 impact data.
DMS will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F3.c.iii of the
In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this
mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from
DMS.
cc:
If you have any questions or need additional information, please contact Beth Harmon at 919-707-8420.
Sincerely.
� ��""
Jame B. tanfill
Credi agement Supervisor
Mr. Steve Kichefski, USACE - Asheville Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: B-5147
- �='�°Noihing Corr�p�r�s'"-�,..
State of North Carolina � Environmental Qualiky
1G01 �✓�ailSarviceCen:er � Raleiyh,NorthCar�lina27699-1G01
919-707-8b00
E������ti �ati, North Carolina Department of Transportation
St[)a 1ll�vdt+['!' Highway Stormwater Program ��
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 42308.1.1 TIP No.: B-5147 County ies): Ashe Page 1 of 2
General Project Information
WBS Element: 42308.1.1 TIP Number: B-5147 Project T pe: Brid e Replacement Date: 9/22/2015
NCDOT Contact: William S. Zerman, PE Contractor / Designer:
Address: NC DOT Hydraulics Unit Address:
1590 Mail Service Center
Ralei h, NC 27699
Phone: 919-707-6755 Phone:
Email: bzerman ncdot. ov Email:
Cit /Town: Count ies : Ashe
River Basin(s): New CAMA County? No
Wetlands within Project Limits?
Pro'ect Description
Project Len th lin. miles or feet : 0.037 Miles Surrounding Land Use: Residential and Commercial
Proposed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 0.4 ac. 0.2 ac.
Typical Cross Section Description: Two -11 ft. travel lane, 3 ft. to 7ft. Shoulders (2 ft. paved) Two- 10 ft. travel lanes, 3 ft. grass shoulders.
Annual Avg Daily Traffic (veh/hrlday): Design/Future: 1415 Year: 2037 Existing: 1262 Year: 2017
General Project Narrative: The project consists of replacing Bridge #327 on SR 1509 over Little Buffalo Creek with approximately 200 ft. of approach roadway. The approach roadway will extend
(Description of Minimization of Water approximately 150 ft from the north end of the proposed culvert and 50 ft. from the south end of the proposed culvert. The approaches will include a 22-foot pavement width
Quality Impacts) providing two lanes. Three-foot grass shoulders will be provided on each side (7-foot shoulders where guardrail is required). The Existing single span 26 ft long bridge will be
replaced with new 48.5 ft. long (2- barrel 9'x8' RCBC) located 50 ft. north of existing location.
The proposed culvert will be buried 1 ft. with additional 1 ft., bench in barrel 1 for low flow fish passage. The culvert maintains the existing stream slope, low flow channel
dimensions, low flow velocities and provides a smooth transition from upstream to downstream with no sharp bend at the inlet or outlet. The stream channel is relatively straight
through the reach of the stream. The stream slope is also constant through the reach of the stream up and downstream of where the culvert will be placed.
NCW RC has identified Little Buffalo Creek as supporting a trout population. Therefore, a moratorium on all in-stream work and land disturbance within the 25-foot trout buffer will
be in place from October15 to April 15 of any given year. Sediment and erosion control measures should adhere to the design standards for sensitive watersheds.
Floodplain benches will be used up and downstream of the culvert.
Waterbod Information
Surface Water Body (1): Little Buffalo Creek NCDWR Stream Index No.: 10-2-20-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Trout Waters Tr +
Other Stream Classification:
Impairments: Benthos Fair
A uatic T&E S ecies? Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
� �j�j}�� ���� North Carolina Department of Transportation
:�ii}1'11114<IT+�T' �
- Highway Stormwater Program �°,-
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 42308.1.1 TIP No.: B-5147 County(ies): Ashe Page 2 of 2
Bridge to Culvert Avoidance and Minimization
Proposed Structure Summa
Sheet No. & Station Sheet No.: 4 Station: 10+66 -L- Number of Culverts: 1(2 barrels)
Drainage Area (ac or sq mi): 3.96 sq mil Culvert Width/Diameter ft): 9
Surface Water Body: (1)Little Buffalo Creek Culvert Height (ft): 8
Culvert T e: Reinfored Concrete box culvert Culvert Length (ft 48.5
Avoidance and Minimization Efforts: Proposed culvert slope is consistent with the existing stream slope. Proposed low flow dimensions through the culvert are consistent with the
(Bridge to Culvert) existing low flow channel dimensions in the stream. Alternating low flow sills/baffles may be required to achieve this. Proposed low flow
velocities through the culvert are consistent with the existing low flow velocities in the stream. Proposed culvert is appropriately buried such that
the bed material will be retained throughout the culvert length. The dimension pattern and profile of the stream above and below the culvert is
not modified by widening the stream channel or by reducing the depth of the stream in the vicinity of the culvert. A Iow flow floodplain bench is
evaluated at the inlet and outlet of multiple barrel culverts. Culvert length has been minimized as much as possibie. Culvert alignment avoids
sharp bends at inlet and outlet as much as practicible to avoid bank erosion. The amount of stream work to be done up and down stream is
minimized as much as possible.
Stream Slope Fish and/or Aquatic Life Passage
Existing Average Stream Slope (%): 2.00 % Existing Low Flow Channel 10'x0.75'
Proposed Culvert Slope (%): 2.00 % Dimensions in the Stream:
Culvert Burial
Proposed Culvert Burial Depth (ft): 1.0'
Existing Streambed Material: cobble, boulder Proposed Low Flow Dimensions 9'x1'
Through the Culvert:
Proposed Sills/Baffles: culvert buried 1', additional 1' sill in barrel 1, barrel 2
is low flow channel Existing Low Flow Velocities in the
Stream (ft/s): 3'8
ropose ow ow e ocities roug
the Culvert (ft/s): 3'9
Alternatin Low Flow Sills/Baffles: no
Culvert/Stream Alignment
Stream Patterns Upstream and none
Downstream of the Culvert that Could
Affect Fish Passage and Bank Stability:
Bed Forms Impacted by Culvert (riffles, none
pools, glides, etc.):
Low Flow Floodplain Bench Required? Yes low flow bench was used to direct flow to low flow channel in barrel 2
(provide justification)
Sharp Bends at Inlet/Outlet? No
(describe culvert alignment with stream)
Stream Realignment Necessary? (provide No
justification)
Bank Stabilization: bank stabilization and floodplain benching used both 44' up and 39' downstream of proposed culvert
Outlet Velocities
Natural Stream Channel 2-yr Velocity (ft/s): 6.3 Natural Stream Channel 10-yr Velocity (ft/s): 8.6
Proposed Culvert 2-yr Outlet Velocity (ft/s): 7.8 Proposed Culvert 10-yr Outlet Velocity (ft/s): 10.5
Roadwa Geometric Considerations
Evaluate/Describe Roadway Geometric Constraints:
none
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See Sheet 9-A For Index of Sheets
BEGIN TIP PROJECT 6-5147
STA. -L- 10 + 17.43
�°�[l°�� I � �IF ��� IIF��� ���I��II��1��
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ASHE COUI�TY
PERMIT DRAWING
SHEET 1 OF 6
LOCATI0IV: BRIDGE 327 OVER LITTLE BUFFALO CREEK
01V SR 1509 (CLAYBA11lK ROAD)
TYPE OF WORK GRADIIVG, DRAi11lAGE, PAVING, AND CULVERT
SURFACE WATER IMPACTS PERMIT
/
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-L-
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
20 10 0 20 40
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2017 = 1262
ADT 2037 = 1415
K = 10 %
D = 55 %
T = 39 % *
V = 40 MPH
* TTST =1% DUAL 38%
FUNC CLASS = LOCAL
SUB REGIONAL TIER
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT B-5147 = 0.037 MILES
TOTAL LENGTH OF TIP PROJECT B-5147 = 0.037 MILES
�� B-5147
42308.1.1 BRZ-1509(8)
42308.2.1 I
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CLAYBANK RD SR /5�9 _ _ __ _ -- — — — �
END TIP PROJECT 6-5147
STA. -L- 12 + 11.55
Prepo�ed !n !he Office of:
DIVISI011t OF HIGHWAYS
]000 Birch Ridge Dr., Raleigh NC, 27610
2012 ST9NDARD SPEC/FICATPoNS
RIGHT OF WAY DATE: G. E. BREW, PE
SEPTEMBER 18, 2015 �Ro�Ecr FxcrNFFn
LETTING DATE: BRYAN KEY, PE
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Gi�Q�HIC SCQ� F
�DENOTES IMPACTS IN
SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
Pavement Removal
's PROIECT REFERENCE NO. SHEET NO.
6
� B-5/47 5
� ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
���' �.�10'g�� ��' ��..t�N�
DO NOT U56 FO CONSTAliCTION
PE IT D WI G
SH ET 5 OF
L
LVERT HYDR LlC DA A Pl = l0 46.00 Pi = ii 56.00
DESIG o�scr+ E 590 cFs vc = r vc = � E N D G RAD E
DESIG FREOUE CY 5+ YRS �= m �5- m -L- S A 12 + 1.55
DESIG r�W EL ATiON 28i8J FT E L= 2 818.1 '
BASE REOUEN l00 YRS
BASE ELEV TION 282088 FT
OVERT PPING Dl CHAR�E 602 CFS �
RT PPl F + YR ST 10 + 66 L-
OVERT PPING E�VATION 2818J FT 2 9'X8' RC C EMBE DED 1 FT
SK W 90
EL ATION = 822.48
2 830
-J/,O9p3%
� `�S9B 9% 2 $2 �
� _ - �
l+11A7
2 810
2 800
2 790
BE IN GR DE
-L- STA 10 17.13
� EL 282 .90' 2 780
�
�
�
�
� 2 770
�
�
�
�
z
�
�� 2 760
��
��_
�� SE SHE T 4 F R P N VI
����
2 750
��_
�� � ,�o,s
[»+a qmguyen � O�' oo � ��' 00 � 2'� o0
�qfp R: H droulics CADD PERMIT DRAWINGS B5147 H d fl.d n
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPA T URFA E WATER IMPA T
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)
10+54 / 10+72 -L- 2@ 9' X 8' RCBC 0.02 49
10+49 / 10+69 -L- RT FLOODPLAIN BENCH < 0.01 27
10+60 / 10+73 -L- LT FLOODPLAIN BENCH < 0.01 33
10+43 / 10+66 -L- RT BANK STABILIZATION < 0.01 < 0.01 19 13
10+60 / 10+73 -L- LT BANK STABILIZATION < 0.01 < 0.01 7 10
TOTALS*: 0.05 < 0.01 135 23 0
�`Rounded totals are sum of actual impacts
NOTES:
2013 10 24
See Sheet i-A For Index of Sheets
�
�
•,
�
V
�
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O
,V.
BEGIN TIP PROJECT B-5147
STA. -L- 10 + 17.43
����� '�� �. ���lll� 1�������� �
lUl1L �Y 1L�1L�� �� �1L�1L11 V'V' � 1l �
ASHE COUI�TY
LOCATIOIV: BRIDGE 327 OVER LITTLE BUFFALO CREEK
01V SR 1509 (CLAYBA11lK ROAD)
TYPE OF WORK GRADI11lG, DRAINAGE, PAVING, AND CULVERT
II
0
—L—
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
TO SMETHPORT DR�
�CLAYBANK RD SR 15��
END TIP PROJECT B-5147
STA. -L- 12 + 11.55
PRELIMINARY PLANS
DO NOT U9E FOR CONSTRUCTION
P�epared In the Offlce of: H1'DRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
ADT 2017 = 1262 DIVISI011t OF HIGHWAYS
2� �� 0 2� 40 ]D00 Birch Ridge Dr., Raleigh NC, 27610 ��o�TA+
ADT 2037 = 1415 �� ° c,�
K= 10 % LENGTH OF ROADWAY TIP PROJECT B-5147 = 0.037 MILES zoiz srallo.v:v srEc�F�cnr,oNs �� ���
PLANS $
D= 55 % TOTAL LENGTH OF TIP PROJECT B-5147 = 0.037 MILES SlGNATURE: PE � �
50 25 0 50 100 T= 39 ��a * RIGHT OF WAY DATE: G. E. BREW, PE �
�
V= 40 MPH SEPTEMBER 18. 2015 PRo�Fcr FNc.NFFx ROADWAY DESIGN �
PROFILE (HORIZONTAL) * TTST =1% DUAL 38% ENGINEER ��e.�� ����Q
l0 5 0 l0 20 FUNC CLASS = LOCAL LETTIIYG DATE: BRYAN KEY, PE �� g����
SUB REGIONAL TIER MAY 17, 2016 �Ro�Ecr Desrcx ExcrNEEa
PROFILE (VERTICAL) PE
SIGNATURE:
Note: 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 iz3
Existing Fence Line -x x x-
Proposed Woven Wire Fence e
Proposed Chain Link Fence B
Proposed Barbed Wire Fence �
Existing Wetland Boundary - - - -w1e- - - -
Proposed Wetland Boundary w�a
Existing Endangered Animal Boundary E•a
Existing Endangered Plant Boundary E°a
Existing Historic Property Boundary �PB
Known Soil Contamination: Area or Site � �
Potential Soil Contamination: Area or Site `�?� �
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U/G Tank Cap O
$ign �
�/6�� �w
$mall Mine 5Z'
Foundation �
Area Outline 0
Cemetery 0
Building �
School �
Church �
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir � �
Jurisdictional Stream —�S —
Buffer Zone 1 az i
BufFer Zone 2 ez z
Flow Arrow E —
Disappearing Stream � —
Spring p�- �
Wetland �
Proposed Lateral, Tail, Head Ditch �
� .�.
False Sump �
�'�`'��1� �]F' � �IE�"��I �Cd�1��I��� s�
�������1� �1� I�I��I�I�V���
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.•
$tandard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
RJGHT OF Wf1Y.•
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 fLW 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 TRPNSPoRTATION Orchard
�
MlLEPoST 35
0 Vineyard
SWITCH
�
0
ia
W
�a
`W�
-E
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Permanent Easement with O
Iron Pin and Cap Marker �
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement
Existing Curb -----
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp CR
Existing Metal Guardrail
Proposed Guardrail ' '' ' T
Existing Cable Guiderail n n �
P d C bl C7 (i � n n n n
ropose a e ui erai
Equality Symbol
Pavement Removal
l�EGETfITION.•
Single Tree
Single Shrub
Hedge ^^'
•� � �•
����������i
�#
Woods Line 1"""""""'-`"'�
� � � �
vi�Byo�a
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert ��N�
Bridge Wing Wall, Head Wall and End Wall - � coN� ww �
MINOR:
Head and End Wall coNc �W
Pipe Culvert
Footbridge �--------�
Drainage Box: Catch Basin, DI or JB ❑cB
Paved Ditch Gutter
Storm Sewer Manhole Os
Storm Sewer S
UTILITIES.•
POWER:
Existing Power Pole y
Proposed Power Pole b
Existing Joint Use Pole �
Proposed Joint Use Pole �
Power Manhole OO
Power Line Tower �
Power Transformer �
U/G Power Cable Hand Hole
H-Frame Pole ��
Recorded U/G Power Line P
Designated U/G Power Line (S.U.E.*) - - - -P- - - -
TELEPHONE:
Existing Telephone Pole -�
Proposed Telephone Pole �
Telephone Manhole O
Telephone Booth OO
Telephone Pedestal ❑T
Telephone Cell Tower �
U/G Telephone Cable Hand Hole HH
Recorded U/G Telephone Cable �
Designated U/G Telephone Cable (S.U.E.*) - - - - -�- - - -
Recorded U/G Telephone Conduit '_
Designated WG Telephone Conduit (S.U.E.*� - - - -��- - - -
Recorded U/G Fiber Optics Cable '°°
Designated U/G Fiber Optics Cable (S.U.E.*� - - - -T �°- - -
WATER:
Water Manhole a0
Water Meter o
Water Valve �
Water Hydrant �
Recorded U/G Water Line •
Designated U/G Water Line (S.U.E.*� - - - -•- - - -
Above Ground Water Line ^�c Wata�
�:
TV Satellite Dish C�
TV Pedestal ❑O
TV Tower �
U/G N Cable Hand Hole HH
Recorded U/G TV Cable T°
Designated U/G TV Cable (S.U.E.*) - - - -��- - - -
Recorded U/G Fiber Optic Cable �° F�
Designated U/G Fiber Optic Cable (S.U.E.*)-- - - - -*� ��- - -
GAS:
Gas Valve 0
Gas Meter �
Recorded U/G Gas Line �
Designated WG Gas Line (S.U.E.*) - - - -�- - - -
Above Ground Gas Line A�c cas
SANITARY SEWER:
Sanitary Sewer Manhole �O
Sanitary Sewer Cleanout 0+
WG Sanitary Sewer Line s�
Above Ground Sanitary Sewer A�c sa�,to�Y Sewer
Recorded SS Forced Main Line �55
Designated SS Forced Main Line (S.U.E.*, - - - - -FSS- - - -
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 $torage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole (S.U.E.*)
Abandoned According to Utility Records
End of Information
•
O
O
❑s
0
BEGIN TIP PROJECT B-5147
STA. —L— 10 + 17.43
N = 983527.7909
E =1263962.1353
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "B5147-1"
WITH NAD 83/CORS96 STATE PLANE GRID COORDINATES OF
NORTHING: 983784.2398(ftl EASTING: 1264030.8118(ftl
ELEVATION: 2817.1040fft1
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
fGROUND TO GRID) IS: .9999534122
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"B5147-1" TO -L- STATION 10+17.43 IS
S 14°59'31" W 265.49'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
S UR VEY C01�TROL SHEET B-S147
:-; �
POINT DESCo NORTH ERST ELEV(TION L STATION OFFSET
----------- ---------------- ---------------- ---------------- ---------------- ---------------- -------------- -
3 BL-3 98356409889 12639P�1o9576 28210�3 OUTSIDE PROJECT LIMITS
4 BL-4 983579,1�61 1264217,3353 282�1e1� OUTSIDE PROJECT LIMiTS
1 GPS B5147-1 983784,24�P 1264�3ID,812� 2817,1� 11�93,9�i iG8e34 LT
2 GPS B5147-2 984314a978ID 126489�e112� 2838e44 OUTSIDE PROJECT LIMITS
BY
FOINT DESC, NORTH ERST ELEVRi�ION L STRTION OFFSET
5 BY-5 984�13e1664 1263569e4436 2816e53 OUTSIDE PROJECT LIMITS
3� BY 983564e9889 12639�1e9576 2821e�3 OUTSIDE PROJECT LIMITS
6 BY-6 983253e7653 1264�1?_,8�72 2825,97 OUTSIDc PROJECT LIMITS
PROJECT REFERENCE NO. I SHEET NO.
Location
BY1
POINT �ESCo NORTH ERS�i ELEVRTION L STRTION OFFSET
------------ ---------------- -------------- - - -------------- ---------------- ---------------- ------ ----- --
4� BY-1 983579,1ID61 1264217,3353 282�,1� OUTSIDE PROJECT IIMiTS
7 BY1-7 98377ye9049 1264496e5�i67 2832°G4 C�UTSIDE PROJECT LIM?TS
BM1 ELEVATION = 2827,5b �
N 983265 E 1264�33
L STATION 12�29,�0
NC DOT GPS STATION 85/47-2
s 1 a° 13 � 34 e 33 ° w o 1 sT ��r� e 3� LOCALIZED PROJECT COORDINATES
�3M �1 RR SPIKE IN 16" PINE N= 9843/4.9780
...x...,,.,� ................�..,,.x..,.� E_ 1264890.1/20
ELEVATION= 2838.4400.
�tM2 ELEVATION = 2822,55
N 983945 E 1264211
L STqTION 12�29,��
N 1�°39'14e84° E DIST 328e35
�M �2 RR SPIKE IN 1B" PINE
/
/
/
\�,
m.,�
1�
T
O :
I�
rn
rn
. �.
-L-
NC DOT GPS STATION 85/47-1
- � LOCALIZED PROJECT COORDINATES
N— 983784.2400
E_ 1264030.8/20
ELEVATION= 28/7.1040'
_ /� / \ TO SMETHPORT OR�
�--_i --
CLAYBANK Rp $q �r�y � CLAYBANK RD SR 1509_ �
---- ��`--- -----
NOTE: DRAWING NOT TO SCALE
END TIP PROJECT B-5147
STA. —L— 12 + 11.55
N = 983614.9160
E =1264135.6051
0
�
i � I - -� PROIECT REFERENCF NO. SHEET NO.
\ � \ � � B-5147 2B-/
�
4r
� � N 3 N _ -EL- PT Sto.15+4978 _ - - - - - --�- �5�� �+�4�8_ - ww SHEET NO.
� •-• -
� \ \ \ �(1 \ � I o \ �� � � / / ` "' � \1 � ROADWAY DESIGN HYDRAULICS
\'�� � , '�iC \ � � pROPANE TANK J PNGINEER FNGINFER
�a � � � � i � -EL- P��S1o.15+0 � i�
� �'S:- °°� � � �C � � � �- s � I 1 � J -ELi� c�Tssa�O. 16f5'1/2
�� � � � � - - - � � X-
W � � �° - - x-x x-
� � � � � � � 0 9� �z3"F I i ��-x-X � x X_XT x X� X �
� 'S ` i � -EL-� PT Slo. l5+13a5� 4
- _ _ - I / �a s ^ ^ \ � � � � � N 3 /3' 58t E `� ^^T�_ _ -�- P�-S�a`�6f�j'79 Ex������ R,w � pRELIMINARY PLANS
oi NP
%
� � � � I � \ \ , _ - -- - - _ _ _ _ _ _ _ _ _ W - DO NOT USE FOR CONSTRUCTWN
� � �
�
� �� � � � � iBn_�� ��� �� -EL-
� ���,,i i � i � /
Z � i � � � � � � � � ; � i � %/�� N 62 /8' 38.5' E N 63' 23' 59.3' E
�� � �
\ � ` �
I � � �\\ 'S � --- �`� � % x
� \, 1`n . REB \ \__ �\\ / � - . ' � -
-EY- PC S�o.u+54 �� � � ` � � � � ,w ---
I � � � s s9•as�sz• w� � ��� Eu�sr�Nc R cMON 0' 20' 40'
40.00' Z�99
2.11' �
. � � \ �--\ I/ / / uNoeReaouNo b
I�m 1 - / e� rANK Q� SCALE
' � � o�sv I 18�CMP ' � a ��
-EY- PT S►o. ll+gl 3 zsFo � i I I
�`} �} I �
5 4P46'/OlE � �� k 4 ��B51 I PiNC � � �� Q ��
� I - _ _ -.sL�.T+Sd 9Jl �i I
\ A� 26'27' 26.6' W I^� � 2� I
� � � � � � � � I � -EYI-
� �
� � L- �� 5/0.14+44,8/ � II Pl 5/0 /0+8893 Pl Slo l 852 -
-EY- PC Sto. +08.99 � �
� � - _ i I �
\� \ 1 \ I � - - - - - - - - - � --EL- PC Sto. /4+36A5 i � = 245' 25.8'�LT1 p = 39'�37' 34llLLTJ
i �� � D= 3' 49' IlA' D- l 35' 29.6' ,
I ----- , __-- _ _ L- �2J8' `^ L= ,�.58' I
� � � � " ,' � i �� � �� T� 36Jd � ti � � �i Ar
� � � � � / � � I bp ���I B5i $METMPORT BAPTIST CMURCti R = �,�JOO.i� - R = �.� �
1 � � � � �R I� Q � � NO OEED REFENENCE �
1 - � �R � W � � � � � �� � �
_ES FAiRCLOTH I - ' � I � °AIARKTSNEPHERD/ � i I 2 isF ciiuecn
322 PG 27�5 � � � ,£�', � � DB 3 5 PC ip5� � �� - Y- � �
i �� - � � � -�'L- PT S�o.13+9733 �
� � _ � i i �� � �
I i a � � � rEL- PC S�a.13+9/A5 I • Pl Sto 11+67B2 Pl 5� +6826
� � � � �� � � � � �� o c� a = �27 33A'RTI � _�f36'�0.4tRT1
� � \ I � � d fl Q _ _
� I � i � o L- 26.43' L- �17.98' _
� �� Q � � i i � � = 1322' �T = I592�
I � � � �, � � a � � i � � ° R = 500.Q6�' R = 9938/' `�
� ^ s V � I �� _ __ iz�� cMP � � cMON
� � . A I I � � e , ao.z�, �
,� �� � � � � o.az � s so°ia o9� w PI St0 /3+6 Pl Sl0 /4+74,,,36
yf�} � � � � � I I � s eo�aqs�w Q= l4'lS' 4.4'( TJ
�� p �= 7' 2r 59.6� rRr�
� i � � � i � i � � � = 62J9' � ��� , � = 3857 � 54.9'
� I i I � ` � � i I 3 I' T= 3�26� T= i9.3r
� � � � � � I i , � � R - 250A0' R 300A0'
� v �
i�
�-EY- PT Sta.13+2697 � , � � � � I o 1 �
5 _ 486 E � � � � N�� -_� rERer co�es
9 -BL-��� I � 1 �I ' � SMETNPORT BAPTIST CMURCN
- - 0.73�8..36 I S I � � I e�i� I DB �T7 PG 2282 OB NO PC 2i70
� o � xi� I -EL-
�N� � � � � � � i I Z II -�I + + +4
II Pl 5/0 64.06 Pi S�o ll 63J9 / S�o l2 2J9
I \ I_ £�i I L� � , p� 404'35.6'fRTJ p= l3'44'17.3'fLTI = 8/'56'3/,0'fLTI
i � � - L PT Sto.13+07,85 �
D�_ �i 27' 33A' D= 5T l7' 44.8' = 78' 26' l53'
i
�� � ��EL- PC S►o.12+9785 i I� �� � � L=� 5.57' L= 23�4&-� Q= 104.47'
� � T� i7J9' T= I2�05' = 63.43'
� i i � �� s � � � i �i � 'a�s R = 500.00' - K�bAO' = 73A5'
� i' -EiL- PT Sto.12+8322 i I � °
�'3 I Pl Sic� 13+02,g� PI Sto 13+94. Sto 14+40.43
� � � � � i N 25 42' l5T W �� � � p� ' 43' 48Y� LTl p_ 2' 37' 4�5 IRTI = 3' 20' 49T fRTJ
� -EY- PT Sro. i4+pp,56 � I I s � �� � I D_ �5T i7� D_ 38' ir 4� _ 38' ir 49.9"
�� � i � 34.00. L-/DAO' L- 6B9' � L��- 8J6'
�� I l� T=.00' � � _T � 41k-�o T i �= 438'
� � i � R = 00.00' � �R-� /fibAO' i Ri = 150A0'
� �v -EYI- �POT Sto. IO+O�AO i� I� '� °� i i
c, i a 1 o I I a � � L� POC Sto. /2+30.99 �� � EYl- PC Sto. l0+105/ � Pl Sta 14±90,03 P� ��o 15+33B9 i P/i�5�a 15+9428
i, i "� \ � �, ,� l 5�5'9.�50J'�-- p= �'4M2R.7'fRTJ (� 23'04'40.4'lRTJ p I'05'20TfRTJ
� i � � �� � � ; o � � i `�'' / D = �2 �0'i4/.3' D� = 7f 37' ILO' � D � � 5' 43' 465'
� � � s � i Eo� /� � � L= 5.84' i L� 3222' i L� �i9Al'
s i . �� � � �- - - - -� �/ � x T =E� � �" i T 1633' i _T i� 950'
_ r - / � Ex�s,�
-EY- � � T Sio.14+42.64 � � - 6� � � - - � �-s - � ;96� - _ , - � R ^m" IAOOAO' ,
-EL-�POT S10. IO+OOAO I � � ��= ex�snN� R�w �/ � �s.x x-�=� 3e„ wo Rni� -- �- -- - � � �� ��
r /
I -� / / \ / CLAYB�NK RD - SR 1509 �Er� TO SME7'HPORT DF
IRCLOTM - - im esr
�Rioce i
� 38 �� N 64'/53' S7A' E A3z, ��rB,N, �Ro - SR ,5� \/ � N 6f 53' lOA' E
� -EY- PC S�a. I4+55A5 22.� T Eo -- - ,
�
i / N 6g58' a� _ - - - - -
� i _ _ .�2.6'E N ���- ---� _ - - _ _-�_ _ - - �
_�
m /
� `� s � � � �� � � � � - - - - -T j is° acP _ - � � ��snhc A� - _ __ia crn - -�-� l
�� � � - -i Fo- _ _ - - - _ - _ - _. - - _. - - - - __ - -
_ _ _ �� \
� � �� � --��-_ . 7��1 I ��- - - �" � ---� � � �
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PROIECT REFERENCE NO. SHEET NO.
B-5/47 4
WW SHEET NO.
:OADWAY DESIGN HYDR.4ULIC5
ENGINEER ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
�
JERRY C0485
OB 2�0 PG 2230
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TRAFFIC DATA
10262 � sR isio
12415 SMETHPORT DR
1062
1215
200 1062 <100
� 200 1215 � <100
� � �y SR 1509
�262 CLAYBANK RD
z 1062 �415 200
1215 200
123 � 2017 ADT
431 2037 ADT