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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 , ranmorlaP^�i Permitting U � t 165C'.'-il; ���.a; Ca�'^r, Ralei�'i, `;oPti Cam sia 27E`�� '�35J L�::.. �r.��. 2321 C�a�L-,. �:. ,tl.. Ralcya.':: ih Cz��Lr-� uo04 !-.�one: 319-733-17861 FA7: 917-733-689' Intern,t: hPn:. ' ._. -state.. :.,s`cv�etla�.�si A"--4-`��' PPornLlylArmr� ^Ac�mG' ;;m.� c: � 1\�{)ti} t � 1tO17 na ;/�/lltlt!'ll��� 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 ., � V � � O V Sec Sh� r;� "%� ; or I ndex of �neets See �'rn�c,' % � f or "arv� ��il;,,al �ym,�cls TO E US 158 ��� 1L 11A �14 A�V���l 1L JiJi `L/���//'I1�Ji��Y� ��������`� �1T �1I�I�-I�����5 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 �!1 � 0 0 � � Z W � � m 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 2 �PSCRIPT�oN PE �. STE=EQop ART ��ECOLOG[CAL ��SNS'"`u'°N"WVY HN(;WLI:FtINC. F4(viii'ss�ioe�r.'� PERMIT DRAWING SHEET _ OF _ �i / � 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