20150793 Ver 1_J-015 Permit Drawings 760093_20150806

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(Version 1.2; Released September2011)
Project/TIP No.: 176P.8.R.58 -
Project No.:
NCDOT Contact:
17BP.8.R.58 - Br. 760093
Address: 1020 Birch Ridge Drive
Raleigh, NC 27610
Phone: [phone]
Email:
City/Town: Ansonville, NC
River Basin(s): Yadkin-Pee Dee
Primary Receivin Water: Dr Creek
NCDWQ Surface Water Classification for Primary Receiving Water
Other Stream Classification: None
303(d) Impairments: None
Buffer Rules in Effect IN/A
Lenath Ilin. Miles or
0.07
Built-Upon Area (ac.) 0.19
Cross Section Description: Two 11-ft lanes w/ 1.5-ft shoulders
� Daily Traffic (veh/hr/day): Desi n/Future:
I Project Narrative: OADWAY DESCRIPTION
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
General Proiect Information
Land Use:
ac.
e
Project Type: Brid e Replacement Date: 12/9/2014
Contractor / Designer: STV/Ralph Whitehead Associates, Inc.
Address: g00 West Trade Street, Ste. 715
Charlotte. NC 28202
Phone: [phone]
Email: Edward.Vance stvinc.com
Count ies : Richmond
CAMA County? No
NCDWQ Stream Index No.: 13-23
Class C
Two 9-ft lanes
Rural and Agricultural
Existing Site
0.16 ac.
340 (Year 2008): 290 per SIR
;•7��
e project l7BP.8.R.58 consists of constructing a new 55', single span bridge, 2T-0" out-to-out with 21" cored slab to replace the existing 28-9", single span
dge. The project is in Ansonville, NC and is classified as a local road on SR-1148 (Grassy Island Road) over Dry Creek in Richinond County. The total projecY
gth is 0.07 miles. The project does not create pennanent impacts Yo Dry Creek which is located in the Yadkin Pee-Dee River Basin. The project drainage
;tem consists of 2 drop inlets and 2 pipes (one each) that drain Co existing grade. A rip rap apron is located at the end of each pipe outfall and where sheet flow
Il occur. The proposed bridge will require deck drains at all four quadrants of the deck. The proposed location of the deck drains is such so that there is no
ect discharge into the surface water.
AL DESCRiPTION
he project is located in Richmond County in the Yadkin Pee Dee River Basin. The project does not create any permanent impacts to Yhe Dry Creek which i
assified as a`Class C' water. The roadway approach work is minimized as much as possible to reduce the proposed project footprint. The rip rap apron at th
pe outfall is installed to alleviate the potential for erosion. ReforesCation is planned to re-vegetate the environmentally sensitive area around the bridge site.
References

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BEGIN PROJECT 17BP.8.R.58
-L- STA.12 + 13.00
E T'O SR 1168 __
THIS PROJECT IS WITHIN A MUNICIPAL BOUIVDARY.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD III.
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RICHM0I�D CO U1�TY
LOCATI011t: BRIDGE #760093 OVER DRY CREEK
01V SR I148 (GRASSY ISLAND ROAD)
TYPE OF WORK: GRADI11lG, PAVI11tG, DRAI11lAGE, £� STRUCTURE
WETLAIVD � SURFACE WATER IMPACTS PERMIT
BEGIN BRIDGE + '
-L- STA.13+63.9A,,
/� SIT�E 1 �
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. - � , =END' BRIDGE • � , � • ' . . • ' ,
' ' y . -L- $TA.e74+18.00 . • . � , • ' .
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176P.8.R.58 P.E.
17BP.8.R.58 R /W & UTI
PERMIT SUBMITTAL
SUBMITTED: 5-27-15
SUBMITTAL #J-015
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END PROJECT 17BP.8.R.58
-L- STA.15 + 68.00
TO NC 109 �
� SMITH-ROWE, LLC
� STV/ Ralph Whitehead �ssuciates, Inc.
Permit Drawing 960 West �r�de s., sre �,s
�199t 1 Of 8 cr�arr.�� vc �azoz
NC License Nurciber F-099i
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH I'1�AeYS PREPARED Fon THE NCDOT BY: �G NEER CS
STU/RALPH WHITEHEAD ASSOCIATES, INC.
900 West Trade St., Ste. 775, Charlotte NC, 28202
2� �� 0 2� 40 ADT 2010 = 290 NC License Number F-0991 MOR
LENGTH OF ROADWAY PROJECT 17BP.S.R.58 = 0.057 MILES 4�, �F N c�
D H V = N/A 2072 STANDARD SPECIFICATlONS ;�' ,O�
PLANS D= N/A �'HGTH OF STRUCTUR� PROJECT 17BP.8.R.58 = 0.010 MILES PE w '
20 10 0 20 40 0* TOTAL LENGTH OF PROJECT 17BP.8.R.58 = 0.067 MILES sicNarune: � e
T= 6/o RIGHT OF WAY DATE: GERALD H. McCAULEY, PE ROADWAY
V= 55 MPH IVV1Y ZO� �LO�4 PROJECT F,NGINEER DESIGN Asp'bl �O'
PROFILE (HORIZONTAL) ENGINEER °j' *��"'
* TTST = 3% DUALS = 3% LETTING DATE: ETHAN P. WRIGHT, EI
4 2 0 4 8 NCDOT CONTACT: VIRGINIA MABRY
FUNC. CLASSIFICATION: MAY 20, 2014 rno�scr nESrcxEn
LOCAL-RURAL Transportation Program Management Unit
PROFILE (VERTICAL) PE.
SIGNAT(IRE:

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LEGEND STREAM & WETLAND PERMIT IMPACT � OBP9R58 9A
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AREA (AC) LENGTH (FT) ��' �, ` S I T E � 11 ROADWAY DESIGN Hvoa.4uuc5
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- EXIST (-J0.?Jll%
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�DENOTES IMPACTS IN
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�DENOTES TEMPORARY
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STREAM & WETLAND PERMIT IMPACT
AREA (AC) LENGTH (FT)
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SW IMPACTS
TEMPORARY 0.04 60
SW IMPACTS
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GRAPHIC SCALE

WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
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 -L- 13+63 to 14+18 55' Single Span Bridge 0.01 0.04 50 60
-L- 13+40 to 15+28 0.01 0.01 0.02
TOTALS: 0.01 0.01 0.02 0.01 0.04 50 60
NOTE:
0.02 Acres of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures
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