HomeMy WebLinkAbout20160939 Ver 1_MONT224_hyd_prm_wet_package_20160929„ � -���
1 Ii�;}�it�°��+ North Carolina Department of Transportation �l
�t(]r iliti�r�'t�r Highway Stormwater Program I�e1
STORMWATER MANAGEMENT PLAN _ -
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.8.R.102 TIP No.: SF-610224 County(ies): Montgomery Page 1 of 1
General Project Information
WBS Element: 176P.8.R.102 TIP Number: SF-610224 Project Type: Bridge Replacement Date: 7/20/2016
NCDOT Contact: Matthew Lauffer, PE Contractor / Desi ner: Trent Cormier, PE
Address: NCDOT Hydraulics Unit Address: ICA Engineering, Inc.
1590 Mail Services Unit 5121 Kingdom Way, Suite 100
Ralei h, NC 27560 Ralei h, NC 27607
Phone: 919 707-6703 Phone: 919 900-1608
Email: mslauffer ncdot. ov Email: trenton.cormier hdrinc.com
City/Town: Candor Count ies : Mont ome
River Basin(s): Yadkin-Pee Dee CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Project Len th (lin. miles or feet): 0.10 Surrounding Land Use: Low Residential & Agricultural
Proposed Pro'ect Existin Site
Project Built-Upon Area (ac. 0.3 ac. 0.2 ac.
Typical Cross Section Description: McCallum Pond Road (SR 1562): 2 paved lanes (total 20' wide), 3' shoulder on each side McCallum Pond Road (SR 1562): open shoulder section, 2 paved lanes (total 20' wide)
(6' with guardrail). 2:1 fill slopes (see project XSC's for detailed information).
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 400 Year: 2025 Existin : 200 Year: 2012
General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Montgomery County Bridge #224 along Big Creek on McCallum Pond Road (SR 1562).
(Description of Minimization of Water There is one proposed major structure involved with the bridge replacement. The existing structure is a 1@ 25'-5”, timber deck on I-Beam, supported by timber caps, timber
Quality Impacts) piles and timber bulkhead. The existing bridge has vertical abutments on both sides. The proposed structure, along McCallum Pond Road (SR 1562), is a single span 1@ 60',
24" pre-stressed cored slab with 4' deep caps with spill thru abutments on both sides. Big Creek is not a FEMA studied stream in the project area. This structure has been
designed to have as little environmental and surface water impacts as possible. Excavation was kept to a minimum and was kept outside of the existing natural top of banks.
There are existing roadside ditches which end at wetland boundaries with non-erosive velocities. There are no proposed roadside ditches. This will promote sheet flow through
grass shoulder areas to provide storm water treatment for pavement runoff before entering the wetlands or stream with non-erosive velocities. The bridge stormwater outlet was
designed to the west side to avoid wetland impact. The rip-rap pad at pipe outlet was designed to dissipate energy to provide a diffuse (sheet) flow to the wooded area. This
provides 50' +/- diffuse flow through wooded area for treatment before it reaches the top of bank and entering the stream. 2:1 roadway fill slopes were designed to minimize
wetland impacts.
Waterbod Information
Surface Water Body 1: Bi Creek NCDWR Stream Index No.: 13-25-27
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E S ecies? No Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Brid e Spannin Water Bod ? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Dischar e 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)
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See Sheet 1A For Index of Sheets
See Sheet 1B For Conventionol Symbols
OFF-SITE DETOUR
NOTES:
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES DESIGN DATA
50 25 0 50 loo ADT (2012) = 200
ADT (2025)= 400
PLANS K = %
D = %
so 25 0 5o ioo T= 6 %*
V = 60 MPH
PROFILE (HORIZONTAL) * nST =% DUAL %
l0 5 0 70 2o FUNC CLASS = LOCAL
SUB—REGIONAL TIER
PROFILE (VERTICAL)
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M01�TG�MER Y C4 U1�TY
LOCATIOIV: BRIDGE 224 OVER BIG CREEK 0111 SR 1562
(McCALL UM P0111D RD)
TYPE OF WORK GRADIIIIG, PAVI11lG, DRAI11tAGE A11tD STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN TIP PROJECT 17BP.8.R.102
—L— POC STA 13 + 50.00
M�CACG�V\Oq�
-L- STA 15+50.00± END BRIDGE
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PROJECT LENGTH
END TIP PROJECT 17BP.8.R.102
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2072 STANDARD SPECIF7CATIONS
LENGTH ROADWAY TIP PROJECT 17BP.S.R.102 = 0.090 MILES DENA C. SNEAD, PE
LENGTH STRUCTURE TIP PROJECT I7BP.8.R.IO2 = O.OlI MILES RIGHT OF WAY DATE: PRorEcr ENcr,vEEx
TOTAL LENGTH TIP PROJECT 17BP.8.R.102 = O.101 MILES �UNE 17. 2016 ALEXANDER D. SNIDER, PE
PROJEC7 DES7GN ENGINEER
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PERMIT DRAWING
SHEET 1 OF 7
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2007
I�Tf�O�vIFLFIPE PLA�T�
DO NOT USE FOR R/W ACQU[SITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS ENGINEER
ROADWAY DESIGN
EIVGINEER
LETTING DATE:
DECEMBER 20, 2016 TIM WELCH, PE
NCDOT CONTACT
D7[� 8 BRIDGE AROGRAM MANAGER �'��
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PROJECT REFERENCE NO. SHEET NO.
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WETLAND AND SURFACE WATER IMPACTS PERMIT
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NA�NR�
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LEGEND
� DENOTES EXCAVATION
IN WETLAND
� DENOTES FILL IN
WETLAND
� DENOTES HAND
CLEARING
30 0
15 30
SCALEo I"= 30' HORIZo
FOR -L- PROFILE, SEE SHEET 5
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) (fit) (tt) (ft)
1 -L- 15+87 RT TO 16+91 RT EXCAVATION AND ROADWAY
FILL < 0.01 < 0.01
UTILITY INSTALLATION 0.02
TOTALS*: 0.01 0.01 0.02
*Rounded totals are sum of actual impacts
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