20190198 Ver 1_17BP10R111_Permit_Package_Wetland_20190213

E lif;tl��'�lY North Carolina Department of Transportation ,/- � W�y"F
`.jt1]i41i1.YdfP'C: �� �
._- ,,.. .,,,,, Highway Stormwater Program ��„�
STORMWATER MANAGEMENT PLAN `�
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: 17BP.10.R.111 County(ies): Union Page 1 of 1
General Project Information
WBS Element: TIP Number: 17BP.10.R.111 Pro'ect T pe: Brid e Re lacement Date: 12/6/2017
NCDOT Contact: Marc Shown, PE Contractor / Desi ner: Sun ate Desi n Grou
Address: Hydraulics Unit Address: g05 Jones Franklin Road
1590 Mail Service Center Raleigh, NC 27606
Ralei h, NC 27699-1590
Phone: [phone] Phone: [phone]
Email: mshown ncdot. ov Email: w er sun atedesi n.com
Ci /Town: Unionville Count ies : Union
River Basin s: Yadkin-Pee Dee CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet : 0.10 Surroundin Land Use: Rural
Pro osed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.3 ac. 0.2 ac.
Typical Cross Section Description: Paved 10' lanes with 3' grassed shoulder section (6' shoulder section with guardrail) and Paved 9' lanes with variable width grassed shoulder and roadside ditches.
variable slopes roadside ditches.
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 400 Year: 2039 Existin : 200 Year: 2019
General Project Narrative: 17BP.10.R.111 is a bridge replacement project that involves removing Union County Bridge #326, on SR 1505 (Roanoke Church Rd.) over Stumplick Branch, and replacing with
(Description of Minimization of Water a 1@50' 21" cored slab bridge with 4'-0" end bent caps. The existing bridge is 1@25' Timber deck on steel I-beam with vertical timber abutments. No deck drains will be used
Quality Impacts) on this structure, reducing stream pollution associated with roadway runoff. Additional measures implemented to reduce impacts to the stream and surrounding properties
include, maintaining existing drainge patterns, using special lateral 'V' ditches, and using 3:1 fill slopes and discharging stormwater runoff as far away from the stream as is
practicable. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion.
Surface Water Body (1): Stumplick Branch NCDWR Stream Index No.: 13-17-36-9-4
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III)
Supplemental Classification: None
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning 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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GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLAIVS PREPARED BY: HYDRAULICS
ADT 2019 = 200 Q D R M■ oRMP, �Nc. ENGINEER
SO ZS O SO � OO 4235 SOUTH STREAM BLVD., SUITE'I50
ADT 2039 = 400 LENGTH ROADWAY TIP PROJECT 17BP.IO.R.11] = 0.086 MILES CHARLOTTE, NORTH CAROLINA 28217 0� �Oqpy�
[phone] �y �
K = WA % ENGWEERS 9uRVEYORS PIANNERS SCIENNSTS NC LICENSE NO. G22'13 �a,� �CJ�
PLANS LENGTH STRUCTURE TIP PROJECT I7BP.IO.R.II1 = 0.009 MILES � o
FOR a �
D= WA % TOTAL LENGTH TIP PROJECT 17BP.IO.R.111 = 0.095 MILES HIGHWAY DIVISION 10 S7GNATURE: PE w� '�
50 25 0 50 loo T— 6 %* � n
V= 55 MPH 2O78 STANDARD SPECIFICATlONS O
MICHAEL D. HAGE, P.E. ROADWAY DESIG1v �'�, �
P R O F I L E ( H O R I Z O N T A L) * TTST = WA DUAL W RIGHT OF WAY DATE: rxorEcr Evcix�a ENGINEER
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io 5 0 �0 2o FUNC CLASS = MAY 16, 2018 NAPH�AN DE�WRNGHERE.I. ��p �� p����Q°��
RURAL LOCAL LETTING DATE: xcoor coxzncr.
PROFILE (VERTICAL) SUBREGIONAL TIER MARCH 20, 2019 GARLAND HAYWOOD, JR., P.E. P�.
D7VISfON BRIDGE PROGRAM MANAGER SIGNATURE:

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PROJECT REFERENCE NO. SHEET NO.
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HYDRAULICS
ENGINEER
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'URES COMPLETED
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BEGIN GRADE
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ELEVo = 576063'
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BEG. SPEC. LAT.'V' DITCH 90
Pl=12+25 -L- LT
EL=575.6'
BEG. SPEC. LAT.'V' DITCH
P/=/2+75 -L- RT
EL=573.5'
- END SPEC. LAT.'V' DITCN
Pl=13f25 -L- LT
EL=569.5'
END SPEC.LAT.'V'DITCN
Pl=13+50 -L- RT
EL=566.7'
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SEE DETAII 3
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Pl = 13+90.00 Pl = 16f00.00
EL = 570.68' EL = 56993'
VC = l92' VC = l28'
K = 49 EXISTING BRIDGE _ _
TO BE REMOVED K= 52
LOW CHORD
LOW STEEL EXCAVATE TO
E%CAVATE TO El. =563.9' AT CL
EL. =563.9'AT CL EST.15 CY
25pO% EST.14 CY / �
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END GRADE
STAo 17+50000
ELEVo = 5730/l'
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END SPEC.LAT.'V'DITCN
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SEE DETAIL 1
- _
Pl = 13+90.00 Pl = 16f00.00
EL = 570.68' EL = 56993'
VC = l92' VC = l28'
K = 49 EXISTING BRIDGE _ _
TO BE REMOVED K= 52
LOW CHORD
LOW STEEL EXCAVATE TO
E%CAVATE TO El. =563.9' AT CL
EL. =563.9'AT CL EST.15 CY
25pO% EST.14 CY / �
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3.5' I
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/ Pl=16+00 -L- RT
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=559.3 CL II RIP RAP
' END SPEC.LAT.'V'DITCh
Pl=15+50 -L- RT
i EL=563.3'
- - --- ---- END LAT.'V' DITCH
P/=/5+25 -L- RT
. EL=563.0' -
'
14+00 15+00 16+00 17+
END GRADE
STAo 17+50000
ELEVo = 5730/l'
PROJECT REFERENCE NO. SHEET NO.
178P.1O,R.lII 4
RNJ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
AUNS HEPAAED BY:
ODRMP �����°�sE�o��E;a��,on;33zEzzas
PERMIT DRAWING
SHEET 3 OF 5
FROM STA. 15 �I 15 TO STA. 15 I� 35 -L- RT
I 600
I 590
/ I II 580
rl=l/ r�U -L-
EL=572.3'
SPEC. LAT.'V' DITCf
Pl=l7+p5 -L- RT
EL=570.6'
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18+
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----- --- ---- - - _ I 570
560
550
540
530
, 520

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) (ft) (ft)
1 15+10 to 15+15-L-RT DITCH OUTLET < 0.01 12
TOTALS*: < 0.01 12 0 0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb