20171288 Ver 1_SF-770422_Permit Package Wetland_171009_20171011

k li�%I l�t'�n' North Carolina Department of Transportation ,
�,li)1'll]tivatPf Highway Stormwater Program '
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STORMWATER MANAGEMENT PLAN ��••-= ��r
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.6.R.107 TIP No.: SF-770422 County(ies): Robeson Page 1 of 1
General Project Information
WBS Element: 17BP.6.R.107 TIP Number: SF-770422 Project Type: Bridge Replacement Date: 8/7/2017
NCDOT Contact: Jon Moore, PE Contractor / Designer: Sungate Desi n Group
Address: Hydraulics Unit Address: g15 Jones Franklin Road
1590 Mail Service Center Raleigh, NC 27606
Ralei h, NC 27699-1590
Phone: [phone] Phone: [phone]
Email: 'Imoore ncdot.gov Email: belam sun atedesi n.com
Cit ITown: Lumberton Count ies : Robeson
River Basin(s): Lumber CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Project Length (lin. miles or feet): 0.109 Miles Surrounding Land Use: Rural
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.3 ac. 0.3 ac.
Typical Cross Section Description: Paved 10' lanes with 3' grassed shoulder section Paved 9' lanes with 4' grassed shoulder section
Annual Avg Daily Traffic (veh/hr/day): Design/Future: N/A Year: N/A Existing: 30 Year: 2017
General Project Narrative: SF-770422 is a bridge replacement project that involves removing Robeson County bridge #422, on SR 2105 (Judge Rd.) over Jackson Swamp, and replacing with a 1@70',
(Description of Minimization of Water 24" cored slab bridge with 2.5' end bent caps. The existing bridge is 1@ 17', 1@18' timber deck on timber beams with timber piles and vertical timber abutments. No deck
Quality Impacts) drains will be used on the structure, reducing stream pullution associated with roadway runoff. Additional measures implemented to reduce impacts to the stream and
surrounding properties include, maintaining exsting drainge patterns, 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.
Waterbody Information
Surface Water Body (1): Jackson Swamp NCDWR Stream Index No.: 14-22-10
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters (Sw)
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)

See Sheet 1-A For Index of Sheets
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ROBES01�1 CO U1�
LOCATI011t: BRIDGE 1V0. 770422 OVER JACKS011I SWAMP
ON SR 2105 (JUDGE ROAD)
TYPE OF WORK GRADING, DRAINAGE, PAVI11lG £� STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
BRIDGE
+ 78.2 6
JUDGE RD : j$� �70�) ; ' � '
TO OLD
ALLENTON RD - —, ,��
(SR 1002) — ��" �
BEGIN NCDOT
PROJECT 17BP.6.R.107
—L— POC STA.11+60.1
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED.
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END NCDOT
PROJECT 17BP.b.R.107
—L— POT STA. 17 + 34.00
3600 5. COLLE6E RD. STE E-375
WILIMINGTON, NC 28412
� 1223 Jones Franklin Rd.
8 Raleigh, N.C. 27606
�� ETHERILL �i<ense No. F-0377
ENGINEERING s�s: 9t9 ss aon
Faz: 919 851 8107
7RANSPOR7ATlON PLANNING/DESIGN - BRIOGE/STRUCTURE DESIGN
ClVIL/5/TE DESIGN - Gl5/GPS - CONSTRUCTION OBSERVATION
BRIDGE #770422
EXPRESS DESIG11l
BUILD: DIVISI0111 6
6B - YEAR 7
PRELIM. RDWY. PLAIIIS
BRIDGE #: 770422
SUBMITTAL #: S-OOI
SUBMITTAL DATE: ?? /?? /17
RELEASE FOR
CONSTR UCTION
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL $IGNATURE$ COMPLETED
Il�I81Ell,dNddN.��Bg' ]P]LAN�
DD NOT USE FOR CONSTRUCTION
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DO NOT USE POR R�W ACQUISITION
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ��Pv��P� r��: r�nnaaz,zcs ExclxEEx
ADT 2017 = 30 DIVISIOIV OF HIGHWAYS
3� 1$ � 3� 6� ADT FY = WA 1000 Birch Ridge Dr., Ra[eigh NC, 27610 �(� �Oppyy Q
LENGTH ROADWAY PROJECT 17BP.6.R.107 = 0.096 MILES �� �`�
PLANS DHV = NiA 2012 STANDARD SPECIFICATIONS ap �
LENGTH STRUCTURE PROJECT 17BP.6.R.107 = 0.013 MILES � �
D= WA EDWARD G. WETHERILL, PE �� o D
RIGHT OF WAY DATE: rno�Ecz Exc.xsEn srcxarunE: q
30 15 0 30 60 T= WA %* TOTAL LENGTH PROJECT 17BP.6.R.107 = 0.109 MILES JULY 18, 2017 ROADWAY DESIGN D o
V = 35 MPH ENGINEER
PROFILE (HORIZONTAL) *(TTST = WA% + LETTING DATE: GREG S. PURVIS, PE ���p oQ�p
6 3 0 6 12 DUAL = WA%) NCDOT CONTACT.• VIRGINIA MABRY _ JULY 18, 2017 pRorEcr nEsrcN ENc,xEEn �a ppp�gQ
FUNC CLASS = LOCAL M/�NAGER -PRIORlTS' PROJECTS UNIT
PROFILE (VERTICAL) SUBREGIONAL TIER PE
S7GNAT[IRE:

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DETAIL #1
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BRIDGE# 770422
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UNLESS ALL SIGNATURES COMPLETED
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PROJECT REFERENCE NO. SHEET NO.
17BP.6.R.107 4
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ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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B IDGE HYDR UUC AT A
DESIGN FREQUE CY = 25 Y 5
BASE D SCHARG = 850 C S
BASE ELEV TION = 125.6 F
OVERTO PIN� F EOUEN Y= 500 Y S
DATE 0 SURV Y = 07/ 7/l7
AT DAT OF S RVEY =�20.6 F

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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)
13+70 to 14+78 -L- BRIDGE / ROADWAY < 0.01 < 0.01 < 0.01
13+95 to 14+34 -L- DEWATERED AREA / IMP. DIKE 0.02 63
TOTALS*: < 0.01 < 0.01 < 0.01 0.02 0 63 0
*Rounded totals are sum of actual impacts
NOTES:
Permanent Fill in Wetlands = 215.3 SF
Excavation in Wetlands = 225.8 SF
Hand Clearing in Wetlands = 395.5 SF
2016 09 09