HomeMy WebLinkAbout20151277 Ver 1_Application_20151210k 11�;11�� <14' North Carolina Department of Transportation
SL[�rtl]�YdtPf Highway Stormwater Program
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STORMWATER MANAGEMENT PLAN '' �"
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 17BP.S.R.57 TIP No.: 176P.S.R.57 County(ies): Granville Page 1 of 2
General Project Information
WBS Element: 17BP.5.R.57 TIP Number: 176P.5.R.57 Project Type: Bridge Replacement Date: 12/8/2015
NCDOT Contact: Lisa Gilchrist, EI Contractor I Designer: HDR � ICA Engineering / Trent Cormier
Address: 4809 Beryl Road Address: 5121 Kingdom Way, Suite 100
Raleigh, NC 27606 Raleigh, NC 27607
Phone: 919-733-4699 Phone: 919-900-1608
Email: I ilchrist ncdot. ov Email: trent.cormier hdrinc.com
Cit ITown: Grissom Count ies): Granville
River Basin s: Neuse CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.104 miles Surroundin Land Use: Forested
Proposed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. 0.4 ac. 0.3 ac.
Typical Cross Section Description: 2 lanes @ 11' with 6' shoulders 2 lanes @ 10'
Annual Avg Daily Traffic (veh/hr/day): Design/Future: Year: NA Existin : 1800 Year: 2012
General Project Narrative: NCDOT proposes to replace Bridge 25 along Lawrence Road (SR 1710) over Smith Creek. The project lenght is 0.104 miles. Work includes placing a single span 24" PCCS
(Description of Minimization of Water with 4' caps, 1 at 70'. The existing bridge is a 3 span brige (1@17'7" - 1@17' - 1@17'7"). To minimize water quality impacts, Smith Creek is being bridged, fill slope was
Quality Impacts) steepened to minimize fill impacts to wetlands, sediment control measures include toe protection, and there are no proposed ditches in the wetlands. In the SW quadrant, there
is an existing ditch that runs through the buffer. This ditch will be maintained in the final condition.
Waterbody Information
Surface Water Body (1): Smith Creek NCDWR Stream Index No.: 27-12-2-(2)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV)
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification: None
Impairments: None
ThreatenedlEndangered Species? No Comments: Long Eared Bat Survey to be completed to comply with Oct 20, 2014 Ruling
NRTR Stream ID: Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No
Deck Drains Discharge Over Water Body? No (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)
1 �I�;il�t'�lw° North Carolina DepartmentofTransportation
�il[]i7.114tiid�f'4' Highway Stormwater Program
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STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 178P.5.R.57 TIP No.: 17BP.5.R.57 Count ies : Granville Pa e 2 of 2
Preformed Scour Holes and Energy Dissipators
Drainage Pipe/Structure BMP
Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/
No. Coordinates (Non-Road Projects) Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules?
4 14+47 (1)Smith Riprap Apron / Pad Class'B' 0.7 Pipe 15 1.6 3.8 No
Creek
Additional Comments
' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for
Culverts and Channels (July 2006), as applicable, for design guidance and criteria.
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LOCATI0111: BRIDGE 1110. 25 OVER SMITH CREEK 0111 SR 1710 (LAWRE11tCE ROAD)
TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
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DESIGN DATA
ADT (2012) = 1800
ADT (2035) _ ?
V = 55 MPH
C�SS =
MINOR COLLECTOR
SUB REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT = 0.091 MILES
LENGTH STRUCTURE TIP PROJECT = 0.013 MILES
TOTAL LENGTH TIP PROJECT = 0.104 MILES
P�epored In the Offlce of Haich MotF,{�acDonold for
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NORTH CAROLlNA DEPARTMENT OF TR9NSPORTATION
2012 STANDARD SPEC7FICATIONS
RIGHT OF WAY DATE: TIM JORDAN, PE
PROJECT ENGIh'EER
TRENT CORMIER, PE
LETTlNG DATE: frrDrwur.,cs Excrxeea
NCDOT CONTACT: LISA GILCHRIST, EI
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PO Box 700
Fuquay-Varina, NC 27526
(919)552-2253
(9191552-2254 (Fax)
www.hatchmott.com
LICENSE NO. F-0669
1 � i121 Kingdom Way,
Suite 100
Raleigh, NC 27607
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DETAIL A DETAIL B DETAIL C DETAIL D
BANK STABILIZATION
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TOTAL PROJECT LENGTH: 549 FEET
PROPOSED BRIDGE: SINGLE SPAN 24" PCCS WITH 4' CAPS, 1@ 70'
EXISTING BRIDGE: 3 SPAN BRIDGE 1@17'7"-1@17'-1@17'7"
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WETLAND AND SURFACE WATER IMPACTS PERMIT
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STA. 13 + 00.00 STA. 18 + 50.00
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a BASE DISCHARGE = 2435 CFS
� BASE FREQUEN�' _ l00 YRS
� BASE F/W ELEVATION = 3/629 fT
a OVERTOPP/NG DISCNARGE = 2950 CFS
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DIVI�IO�V OF HI(3HWAYy�
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-L- 15 + 65 FOR BENT #2 (SOUTH SIDE)
VARI ES 13 TO 17 FT.
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VOLUME OF CLASS "II" RIP RAP
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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 13+91 to 14+57 -L- ROADWAY FILL < 0.01 < 0.01
2 15+34 to 15+55 -L- 24" PCCS, 1@ 70' < 0.01 43
BANK STABILIZATION 0.02 78
TOTALS*: < 0.01 < 0.01 0.02 < 0.01 78 43 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 3/12/13
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LOCATI0111: BRIDGE 1110. 25 OVER SMITH CREEK 0111 SR 1710 (LAWRE11tCE ROAD)
TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE
BUFFER IMPACTS PERMIT
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SAG VERTICAL CURVE K
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SUPERELEVATION
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DESIGN DATA
ADT (2012) = 1800
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C�SS =
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SUB REGIONAL TIER
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LENGTH ROADWAY TIP PROJECT = 0.091 MILES
LENGTH STRUCTURE TIP PROJECT = 0.013 MILES
TOTAL LENGTH TIP PROJECT = 0.104 MILES
P�epored In the Offlce of Haich MotF,{�acDonold for
DIVIS701V 5
NORTH CAROLlNA DEPARTMENT OF TR9NSPORTATION
2012 STANDARD SPEC7FICATIONS
RIGHT OF WAY DATE: TIM JORDAN, PE
PROJECT ENGIh'EER
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LETTlNG DATE: frrDrwur.,cs Excrxeea
NCDOT CONTACT: LISA GILCHRIST, EI
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(919)552-2253
(9191552-2254 (Fax)
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LICENSE NO. F-0669
1 � i121 Kingdom Way,
Suite 100
Raleigh, NC 27607
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DETAIL A DETAIL B DETAIL C DETAIL D
BANK STABILIZATION
LATERAL 'V' DITCH LATERAL 'V' DITCH TOE PROTECTION ' No o s a1e�
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Type of Liner= Excelsiar Matting Type o4 Liner= Class B Ri�SRop Type of L'�ner= Class B Nip-Rap Type of Liner- Class II Rip-Rap
-L- STA. 13+00 TO 14'-75 RT -L- STA. 14+75 TO 15+00 RT -L- STA. 16+02 TO 17+50 LT -L- STA. 15+27
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TOTAL PROJECT LENGTH: 549 FEET
SITE 1 PROPOSED BRIDGE: SINGLE SPAN 24" PCCS WITH 4' CAPS, 1@ 70'
PL/`"�N VIEW EXISTING BRIDGE:3 SPAN BRIDGE 1@17'7"-1@17'-1@17'7"
,
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LEGEND
_BZ �_ RIPARIAN BUFFER
ZONE 1 (30')
—gZ 2— RIPARIAN BUFFER
ZONE 2 (20')
� ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
� ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSWG)
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Z
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Z
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w
Z
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3
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0
Y
BUFFER IMPACTS PERMIT
30 0
15 30
SCALEo I"= 30' HORIZo
SITE 1
ENLARGED
PLAN VIEW
LEGEND
RIPARIAN BUFFER
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSWG)
BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE EXEMPT REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ftZ) (ftZ) (ftZ) (ftZ) (ftz)
1 21" PCCS, 1 70' 14+63 to 16+44 -L- X 1958 1958
X 1103 1830 2933
TOTAL: sos� 1830 4891 0 0 0