HomeMy WebLinkAbout20160094 Ver 1_Application_20160128Carpenter,Kristi
From: Murray, Christopher A
Sent: Thursday, January 28, 2016 12:52 PM
To: Ridings, Rob; Alsmeyer, Eric C SAW
Cc:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Eric and Rob,
Carpenter,Kristi
NCDOT Division 5 Permit application package for Bridge 720045 over South Hyco
Creek on SR 1102 (Gordonton Road) in Person County (WBS: 17BP.5.R.48)
Bridge 720045 FINAL permit application cover package.pdf; Bridge 720045 FINAL
Permit Drawing Package.pdf
Follow up
Flagged
NCDOT Division 5 is submitting a permit application for the replacement of Bridge 720045 over South Hyco Creek on SR
1102 (Gordonton Road) in Person County. This project is part of the NCDOT Division 5-- State Funded Year 4
program. Please contact me if you need further information.
Sincerely,
Chris Murray
Christopher A. Murray, PWS
Division Environmental Supervisor
Division 5
(919) 220-4633 office
cmurray@ncdot.gov
NCDOT-Division 5
2612 N. Duke Street
Courier: 17-27-03
Durham, NC 27704
; � � �► � ,r _
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,
Sy �
Transportation
January 28, 2016
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Attention:
Subject:
Dear Sir:
Eric Alsmeyer
Project Manager
PAT McCRORY
Gavernor
N[CHOLASJ.TENNYSON
Secretary
Project Number (aka WBS number): 17BP.S.R.48
Structure No. 7200045 over South Hyco Creek on SR 1102 (Gordonton Road) in Person
County
The North Carolina Deparhnent of Transportation (NCDOT) proposes to replace this bridge. This project
is similar in nature to projects processed under the Low Impact Bridge Replacement Program (LIBRP).
Accordingly, the LIBRP format has been utilized in the pennitting of this project. A site visit was
conducted by USACE on February 25, 2014.
The following are attached to this cover letter:
Low/Minimal Impact Bridge Data Sheet
Attachment L: LIBRP impact data sheet
Stormwater management plan
Jurisdictional resources permit impact drawings and summary sheets
If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220-
4633.
Sincere_ ly,
/� 11
�i ..,
� V c J. Hopkins, P.E.
� Division Engineer
2
c: Division 5 file, NCDOT
Rob Ridings, NCDENR-DWR
�Nothing Compares�..
Slale of North Carolina � Departmen� ofTransportation I Divisio� Five OfGce
2612 North Duke Streot � CS N I �-27-03 I Durha�n, North Carolina 27904
919-220-4600 Telephone I ��y-560-3371 Fax
e�n
NCDENR
North Carol;na Department of Envirc:�ment antl Natura' Resources
Division G Water Ca�.,:y
Fatr";; L M���Crory Cc- .i H. Sul''��s
Gouerr:r Director
C_rala R. v�o tler Vaart
Secretary
Attachment L: Low Impact Bridge Replacement Process
Project Number (aka WBS number): 17BP.S.R.48
Bridge No. 720045 over South Hyco Creek on SR 1102 (Gordonton Road) in Person Co.
This project can be characterized as meeting the parameters associated with the Low
Impact Bridge Process as agreed to on October 6, 2009. Accordingly, this project
meets the documentation requirements and approval procedures under NEPA, as
defined by FHWA, for Low Impact Bridge Replacements. This project meets the
standards of NCDOT Minimum Criteria Rules.
Date: January 28, 2016
Applicant Name: Joey Hopkins, P.E.
Applicant Address: 2612 N. Duke Street
Durham, NC 27704
Primary Contact for Project: Chris Murray, PWS
Phone Number: (919) 220-4633
Is this an after-the-fact application: Yes X No
River Basin: Neuse River
Stream Classification: WS-II;HQW with DWR Index Number of 22-58-4-(1.7)
Regulatory Authorization ptions for this Activity
Federal: Stream �we�l ��
State: Stream �w � �1��
Local: None
Project Description: See attached spread sheet for project-specific information.
Permanent Impacts: See attached permit drawings and summary sheets. Note stream
and wetland impacts.
Stormwater Infor_ mation: See attached stormwater management plan.
Signature: �`^�
��
Print Name: ChristopherA. Murray PWS
Title: Division 5 Environmental Supervisor
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LowlMinima! Impact Bridge Proiect Data Sheet
1/28/2016
Hi�1'1wd}� North Carolina Department of Transportation /
Storr��water f `�i�
,,,...., Highway Stormwater Program �,�;!
STORMWATER MANAGEMENT PLAN _
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: 17BP.5.R.48 Count (ies): Person Page 1 of 2
General Project Information
Pro�ect No.: 17BP.5.R.48 Project Type: Bridge Replacement Date: 6/19/2014
NCDOT Contact: W. Galen Cail, PE Contractor / Desi ner: Brandon Barham, PE - Ecolo ical En ineerin
Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway
Suite 101
Raleigh, NC 27610 Cary, NC 27518
Phone: 919-707-6711 Phone: 919-557-0929
Email: gcail@ncdot.gov Email: bbarham@ecolo icaleng.com
Cit /Town: Ralei h Count (ies : Person
River Basin(s): Roanoke CAMA Count ? No
Primar Receivin Water: South H co Creek NCDWQ Stream Index No.: 22-58-4- 1.7
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Water Sup ly II (WS-II)
Su lemental: Hi h Qualit Waters HQW
Other Stream Classification: None
303 d) Im airments: None
Buffer Rules in Effect N/A
Pro'ect Descri tion
Project Length (lin. Miles or feet): 0.156 Miles Surrounding Land Use: Rural area with forest and agricultural landuses
Pro osed Pro'ect Existin Site
Project Built-U on Area (ac.) 0.53 ac. 0.49 ac.
Typical Cross Section Description: 2@ 11.0 ft lane with 4.4 ft shoulders and 1.1 ft guardrail with total bridge width of 33 ft 2@10 ft lane with 1.0 ft shoulders with total bridge width of 22.0 ft and total bridge
and total bridge length of 135 ft length of 120 ft.
Average Daily Traffic (veh/hr/day): Desi n/Future: 500 Existin : 500
General Project Narrative: State Project 176P.5.R.48 involves the replacement of the existing NCDOT Bridge #720045 on SR 1102 over South Hyco Creek. Bridge #720045 consists of 1@40-3",
1@40'-1 ", 1@40'-5" timber floor on I-Beams with timber caps on timber piles with timber abutments. The proposed bridge at #720045 will be 1@45', 1@90'; 33" Box Beam
with 4'-0" caps and sloping abutments. The proposed bridge is located in Zone AE of FIRM Map number 3710995400K and was studied by "Limited Detailed" methods. The
proposed bridge will provide more hydraulic opening than the exising bridge. Deck drains are proposed on both sides of the bridge to meet spread design criteria. Two
stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent wetlands. Rip Rap pads will be utilized to dissipate the energy.
References
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PERS01� CO U1�TY
LOCATI011t: BRIDGE 1110. 045 OVER SOUTH HYCO CREEK
0111 SR 1102 (GORD011lTON RD.)
TYPE OF WORK GRADING, PAVING, DRAINAGE, AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
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STwTE STATE PROJCCT REFEREVCE NO.
���� 17BP.5.R.48
STATE PROJ.NO. F.A.V0.0J.N0.
17.BP.S.R.48 t�UA
sxeer � �ror.+i,
N9. SHEP,TS
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�PSCRIPT�oN
PE
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STE=EQop ART
��ECOLOG[CAL ��SNS'"`u'°N"WVY
HN(;WLI:FtINC. F4(viii'ss�ioe�r.'�
PERMIT DRAWING
SHEET _ OF _
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RFGIPI CTATF , .`� I �
THIS PROJECT IS NOT WITHIN ANY
MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD II
DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K
GRAPHIC SCALES
50 25 0 50 100
`1 � 1_f� �
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
DESIGN DATA
ADT = 500
DHV = WA
D = WA
r = wa *
* (TTST WA + DUAL WA)
V = 55 MPH
CLASS = RURAL
LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT BD-5112V = 0.130 mi.
LENGTH STRUCTURE PROJECT BD-5112V = 0.026 mi.
TOTAL LENGTH PROJECT BD-5112V = 0.156 mi.
STEWART, Inc.
For
NORTII f,AROLINA
DEPARTMENT OF TRANSPORTATION
2012 STANDARD SPF.CIFIGATIONS
RIGHT OF WAY DATE:
07 /13 /2014
LETTIIVG DATE:
03 /26 /2016
D_AVID RUGGLES� PE .
PXOJECT ENGINEER
NEIL J. DEAN, PE_ _
PROJECT DESIGN LNGINEER
LISA GILCHRIST, EI
NCUOT CON7ACT
HYDRAULICS ENGINEER
II�I81BII.][P1[II:v.�lE31�' �'II.A\:v�
DO NOT I�SE FOR COVSTRIiCTION
�������.��1'�' ��.��i�
DO NOT U56 H�OR R/ W ACQVt3[TiON
ROADWAY DESIGN ENGINEER
P.E.
4
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) (tt) (ft) (ft)
1 15+88/16+22 -L- 1@45', 1@90'; 33" < 0.01 0.03 56.40
Box Beam
Bank Stablization < 0.01 56.40
TOTALS: < 0.01 < 0.01 0.03 56.40 '56.4
Temp Fill in Perm Surface Temp Surface
ImpBCts: wet�ands Water Impacts Water Impacts
(Sq. Ft.) (Sq. Ft.) (Sq. Ft.)
'Concurrent with permanent stream impacts
Site 1 72.2 t 20.7 1418.0
Total �2.2 �20.� iais.o
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HiGHWAYS
PERSON COUNTY
TIP PROJECT: 17BP.S.R.4S
ae��sed 3/avo5 �SHEET of 10/22/2014