20180725 Ver 1_B4479 Permit Package_20180613

�. Lj�;tl��,rl4• North Carolina Department of Transportation ,��
StLA'1]ltiV�ll�''� I����
.. .,, :., Highway Stormwater Progrem
STORMWATER MANAGEMENT PLAN f
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.6.R.92 TIP No.: County(ies): Columbus Page 1 of 1
General Project Information
WBS Element: 17BP.6.R.92 TIP Number: Pro'ect T pe: Brid e Re lacement Date: 4/3/2018
NCDOT Contact: Galen Cail Contractor / Desi ner: Brandon Barham, PE - Ecolo ical En ineerin
Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway
Raleigh, NC 27610 Suite 101
Ca , NC 27518
Phone: [phone] Phone: [phone]
Email: cail ncdot. ov Email: bbarham ecolo icalen .com
Cit ITown: Coun ies : Columbus
River Basin s: Lumber CAMA Count ? No
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet : 0.705 Surroundin Land Use: Forest, agricultural, and rural residential
Proposed Pro ect Existin Site
Pro'ect Built-Upon Area ac. 5.5 ac. 5.0 ac.
Typical Cross Section Description: 2@ 11' lanes with 4' wide shoulders. 2@ 9' lanes with 0.5' wide shoulders.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 980 Year: 2025 Existin : 490 Year: 2011
General Project Narretive: State project 17BP.6.R.92 involves the replacement of the existing NCDOT Bridges #230222, #230226, #230228, #230230 on SR 1700 over Red Hill Swamp. Bridge #230222
(Description of Minimization of Water consists of 1@18.2', 1@17.3', 1@17.1', 1@16.7' concrete deck on I-Beams with concrete caps and timber piles. Bridge #230226 consists of 1@18.3', 1@18.1', 1@18.2',
Quality Impacts) 1@18.8' concrete deck on I-Beams with concrete caps and timber piles. Bridge #230228 consists of 1@18.4', 2@182', 1@18.3' concrete deck on I-Beams with concrete caps
and timber piles. Bridge #230230 consists of 1@18.5', 1@18.2', 1@18.4' concrete deck on I-Beams with concrete caps and timber piles. The proposed bridge for #230222
consists of 1@40', 1@50' 21" cored slab with 2'-6" caps. The proposed bridge for #230226 consists of 1@45', 1@50' 21" cored slab with 2'-6" caps. The proposed bridge for
#230228 consists of 1@40', 1@50' 21" cored slab with 2'-6" caps. The proposed bridge for #230230 consists of 1@35', 1@40' 21" cored slab with 2'-6" caps.The proposed
crossing is located in Zone AE of FIRM Map number 3720120400K and was studied by Limited Detail Study methods. At bridges #230222 and #230226, one stormwater outfall
is proposed. At bridge #230228, two stormwater outfalls are proposed. At bridge #230230, four stormwater outfalls are proposed. All stormwater outfalls will utilize a rip rap pad
to dissipate the energy. No deck drains are required for the proposed bridges.
Surface Water Body (1): Red Hill Swamp NCDWR Stream Index No.: 15-4-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters (Sw)
Other Stream Classification:
Impairments:
Aquatic T8E Species? Comments:
NRTR Stream ID: Red Hill Swamp Buffer Rules in Effect:
Project Includes Bridge Spannin Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
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)

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See Sheet 9B For Conventlonal Symbols
BEGIN CONSTRUCTION
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SR 1701
RD • GREEN ELK�NS
TO BALDWIN =--
BEGIN PROJECT 17BP.6.R.92
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COL UMB US CO U1�lTY
LOCATI0111: BRIDGE NOS. 222, 226, 228, � 230 01V
SR 1700 (RED HILL RD) OVER RED HILL SWAMP
11lORTH OF BALDWIN RD � SO UTH OF B US. US 701
TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING, A1VD STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
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END BRIDGE 226
-L- STA. 2 7 + 34.19
BEGIN BRIDGE 226
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BEGIN BRIDGE 222
—L— STA. 20 + 65.80
END BRIDGE 222
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BEGIN BRIDGE 228
-L- STA. 31 + 05.81
END BRIDGE 228
-L- STA. 21 + 58.20 -L- STA. 31 + 98.19
* DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOPPING SIGHT DISTANCE AT BRIDGE NO. 222.
CLEARING ON THIS PROJECT SNALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED.
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END BRIDGE 230
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BEGIN BRIDGE 230
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END PROJECT 17BP.6.R.92
—L— STA. 47 + 20.00
ro BUS 701

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ENGINEER ENGINEER
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PROIECT REFERENCE NO. SHEEf NO.
176P.b.R.92 6
DESIGN EXCEPTION REQUIRED FOR HORIZONTAL STOPPING SIGHT DISTANCE AT BRIDGE NO. 222. �'+ SHEEf NO.
ROADWAY DESIGN HYDRAULICS
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ILW SHEEf NO.
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