20171190 Ver 1_SF530072_Revised Permit Drawings_SurfaceWater_2018_01_30_20180131

1 lic;h�-� �1V North Carolina Department of Transportation
Slonilwater �
,,, .,.,,,,, Highway Stormwater Program I �.
STORMWATER MANAGEMENT PLAN -_-
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: SF-530072 TIP No.: 17.BP.2.R.72 County(ies): Lenoir Page 1 of 2
General Project Information
WBS Element: SF-530072 TIP Number: 17.BP2.R.72 Pro'ect T e: Bridge Re lacement Date: 1/30/2018
NCDOT Contact: Hon Yeun Contractor / Desi ner: Richard A. Moore, PE, McKim & Creed
Address: 1020 Birch Ridge Drive Address: p43 North Front Street
Raleigh, NC 27610 Wilmington, NC 28401
Phone: [phone] Phone: [phone]
Email: hf eun ncdot. ov Email: [e-mail]
Cit /Town: La Gran e, NC Count ies : Lenoir
River Basin s: Neuse CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet): 650 feet Surroundin Land Use: Residential, Agricultural, Undeveloped
Pro osed Pro'ect Existin Site
Pro'ect Built-U on Area ac. 0.4 ac. 0.4 ac.
Typical Cross Section Description: The bridge replacement is proposed to be a two (2) span 21" cored slab bridge: 1@ 50' The existing bridge has an asphalt wearing surface on a reinforced concrete deck with
and 1�a 25'. The replacement will be along the current existing roadway alignment in the three (3) spans: 1@ 18'-7", 1�a 18'-3" and 1 Qa 18'-7". The bridge deck is supported
same location. 30'-0" bridge width with 27'-10" clear roadway. 2-10' lanes 0.5 % slope by I-beams on end bents and interior bents made of reinforced concrete caps on
with 3'-11" shoulder. timber piles.
Annual Avg Daily Traffic (veh/hdday): Desi n/Future: N/A Year: Existin : Year:
General Project Narrative: This bridge replacement project is located northwest of La Grange, NC and is in the Neurse River Basin. The total project length is 650 feet along the existing SR1502 roadway
(Description of Minimization af Water alignment. The project is located within a 16.2 square mile Bear Creek drainage area which has a classification of C;Sw,NSW. The projecYs drainage system consists of four (4)
Quality Impacts) proposed catch basins that direct runoff to the creek through a pipe network to an outfall. A rip rap pad is proposed at the pipe outlet to provide diffuse flow before runoff enters
Buffer Zone 2. The outfall and rip rap pad are located on the upstream side of the bridge and outside of the buffer zones.
Waterbod Information
Surface Water Body (1): Bear Creek NCDWR Stream Index No.: 27-72-(0.1)a
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Su lemental Ciassification: Swam Waters (Sw) (NSW
Other Stream Ciassification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: N/A Buffer Rules in Effect: Neuse
Project Inciudes Bridge S anning Water Bod ? Yes Deck Drains Discharge Over Buffer? No Dissi ator 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)

I-Ilgh�l�cly North Carolina Department of Transportation
STOY111Wc'�tE'1' �
<,.,.,,.,, Highway Stormwater Program �;'
STORMWATER MANAGEMENT PLAN -
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: SF-530072 TIP No.: 17.BP.2.R.72 Count (ies): Lenoir Pa e 2 of 2
Swales
Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP
Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w!
No. Pro'ects Bod it H:1 H:7 ac ft ft % cfs f s cfs f s Used Buffer Rules?
-L- 11+50 LT (1)Bear 0.0 3.0 3.0 0.8 82 312 0.30% 1.7 1.7 2.2 1.2 No No
-L- 14+62 LT Creek
-L- 14+88 LT (1)Bear 4.0 3.0 3.0 12.4 1242 312 0.67% 12.6 3.6 17.6 3.9 No No
-L- 18+00 LT Creek
-L- 11+00 RT (1)Bear 4.0 3.0 3.0 7.8 783 362 0.30% 9.9 2.5 12.8 1.8 No No
-L- 14+62 RT Creek
-L- 14+96 RT (1)Bear 0.0 3.0 3.0 2.2 216 104 1.50% 3.3 3.7 4.3 4.0 No No
-L- 16+00 RT Creek
-L- 16+00 RT (1)Bear 0.0 3.0 3.0 1.9 190 200 0.30% 3.1 2.0 4.0 3.2 No No
-L- 18+00 RT Creek
Additional Comments

WETLAND AND SURACE WATER IMPACTS 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) (ft) (tt) (ft)
1 14+48 to 15+23 21" CORED SLAB BRIDGE 0.04 < 0.01 31
2 14+88 to 18+00 LT DRAINAGE DITCH 0.04 312
TOTALS': 0.04 0.05 0 343 0
'Rounded totals are sum of actual impacts
NOTES:
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V
GRAPHIC SCALES
5� 25 0 5� �0�
� PLANS
� 50 25 0 50 100
O PROFILE (HORIZONTAL)
10 5 0 10 20
VPROFILE (VERTICAL)
-L- POT STA. 10+00.00
DESIGN DATA
ADT 2011 = 390
ADT 2025 = ?
T = 6%
V = 55 MPH
FUNCIONAL CLASS. _
LOCAL
SUB REGIONAL TIER
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LE1�4IR- WA Y1�lE C4 U1�TIES
LOCATION: BRIDGE NO. 72 OVER BEAR CREEK ON SR 1502 (FRINK SCHOOL ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND $TRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
----_— E G
B GRAII-]50
PROJECT LENGTH
; SITE 1
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LENGTH ROADWAY TIP PROJECT = 0.138 MILES
LENGTH STRUCTURE TIP PROJECT = 0.014 MILES
TOTAL LENGTH TIP PROJECT = 0.152 MILES
Prepored /n tl�e Offlcg of Moit MacDono/d for
DIVISION 2
NORTH CAROL7NA DEP iRTPofENT OF TRANSPORTATION
2012 STqNDARD SPECIFIC,4TIONS I
DAVID C. WALLER, PE
PROJECT ENGA'EER
RIGHT OF WAY DATE:
AUGUST 23, 2017
RICHARD MOORE� PE
H3'DRAULIC F.NG7NEF.R �
LETTING DATE:
DECEMBER 20 201_7 HON YEUNG PE_
NCDOT BRIDGE PROGRAM MAIviiGER
ROADWAY DESIGIV ENGINEER
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TOTAL STREAM IMPACTS
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IMPACTS SURFACE SURFACE SURFACE SURFACE IMPACTS SURFACE SURFACE
WATER WATER WATER WATER WATER WATER
SITE 1 31 LF 123 SF 0 LF 0 SF SITE 2 312 Lr 1878 SI'
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DIVISION OF HIGHWAYS
LENOLR COUNTY
PROJECT:I7BP.2.R.72 (SF-530072)
REPLACE BRIDGE �072
ON SR 1502 OVER
BEAR CREEg
8i�18,/17

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