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Home My WebLink About20151126 Ver 1_G-009 SF850213_Permit Drawings_201510291 Il�;ll�v�1V North Carolina Department of Transportation \ �IC7Yl11VVi3f( F M ,,.,,,,,,,, Highway Stormwater Program � �'- STORMWATER MANAGEMENT PLAN __ (Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS ProjecUTIP No.: 17BP.11.R.89 SF-850213) County(ies): Surr Page 1 of 2 General Project Information Project No.: 17BP.11.R.89 SF-850213 Pro'ect T pe: Brid e Replacement Date: 10/1/2014 NCDOT Contact: Marc Shown, PE Contractor / Designer: Sungate Design Group, PA Address: Hydraulics Unit Address: g15 Jones Franklin Road 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6751 Phone:(919 859-2243 Email: mshown ncdot. ov Email: belam sun atedesi n.com City/Town: Low Gap County ies : Surry River Basin(s : Yadkin-Pee Dee CAMA Count ? No Primary Receiving Water: Gully Creek Low Gap Creek) NCDWQ Stream Index No.: 12-63-2 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Water Suppl II WS-II Supplemental: Trout Waters (Tr High Quality Waters (HQW) Other Stream Classification: 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Length (lin. Miles or feet): 0.07 Surrounding Land Use: Rural, Agriculture Proposed Project Existing Site Project Built-Upon Area ac. 0.22 ac. 0.19 ac. Typical Cross Section Description: Paved 9' lanes with 3' grassed shoulder section Paved 8' lanes with 3' grassed shoulder section Average Daily Traffic (veh/hr/day): Design/Future: N/A Existing: 430 General Project Narrative: SF-850213 is a bridge replacement project that involves removing Surry County bridge #213, on SR 1600 over Low Gap Creek, and replacing with a 1@42.75', 21" cored slab bridge with 4' end bent caps. The existing bridge is 1@ 30.5' steel I-beam on timber deck and supported by wood abutments. Deck drains on the proposed structure will not be discharged over open water. Measures have been taken to reduce or eliminate impacts to surrounding jurisdictional waters located within the project limts. References � � � • • � � • � � ., � � O � � O N � � w � A See Sheet � A For I ndex of Sheets See Sheet � B For Standard Symboloqy Sheet BEGI1� PR OJECT 17BP.11.R.11 S -L- STA.12 + 65.00 �� I ��II �� I �� LOCA TI411t: BRIDGE #8�0213 O T�ER LO W GAP CREEI� 011t SR 1600 (LUMBER PLA11tT R�AD) TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�AGE, � STR UCTURE �� ,, � � �� 1,� � __ _� I�pIN� `�� sT� � � �1' (NC 89 % THIS PROJECT IS 1VOT WITHll�i A MU11tICIPAL BOUIVDARY. CLEARII�G 0111 THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED. � � \` \ \ WETLAND AND SURFACE WATER IMPACTS PERMIT � , , , , , , � � � � , ,- , i , , , , � �, � BEGIN BRIDC3E % �� L— STA. 14� 19.�5 ��---- ,� — .--�__---- � � SR �6�0 � \ , �,. (�UMBER � ' , p�Nr R�q� � ) �� \ �� , � � �� \ , - , � �� , � � � —� i i i i i i � � � � i i i i i i � � I � I � � � � ' 1 1 1 I ,, , ,, �% ; ,. � � ; ,; ; i , �% �, , ;� ; �% ; �, , �, ; � ' � � ' � � �� / � ' ; /', , ,� ; � , / � %; i ; % � -- / , ; � � / 1 ,�l i, �� 0��, �'� G� � �I � �� rni mi �� i � I I ' END BRIDGE —L— STA. 14 + 64.96 s� \� o� END CONSTRUCTION -Y- STA. 10 + 60.90 �� , a NAD 83 /2011 N -, � �_---�- � � � , � � , , , , , , , , , , , , ' , / � / : / � / , � � � � � / i / % 'O \ \ o \ \ \ \ TO � �� g91 ��T l � STg 1� �,. r E1�D PROJECT 17BP.II.R.11 S -L- STA.16 + 20.00 ��,��i� �� d9� N�7C' U�]E 1F�I3 C�CDN�'Il'I8�JC7[°��IV �� BD� NQ➢'I[ U�]E ]F�Fb ��N�'lf'I8�7�`I[°B�N 0 � SMITH-RO WE, LLC ��IC�� J��Il� �Il��I��1� ��Il�i��9 ��c�o 900 West Trade St., Ste. 715 Charl�tte, NC 28202 NC I.icen>,� NurnbFr F-09G1 GRAPHIC SCALES DESIGI� DATA PRO ECT LEI�GTH PLAIVS PREPARED Fox THE 11�CDOT BY: HYDRAULICS J STV/RALPH WHITEHEAD ASSOCIATES, I1�C. E�GI11iEER 900 West Trade St., Ste. 715, Charlotte 1VC, 28202 20 10 0 20 40 ADT 2012 = 430 LEIVGTH OF ROADWAY PROJECT 17BP.1I.R.115 = 0.058 MILES 1VC License Number F-0991 �� I�OQpyy �qo V = 3 O M P H 2O12 STANDARD SPECIFICATIONS Q`` �o PLANS o* LE11lGTH OF STRUCTURE PROJECT 17BP.11.R.115 = 0.009 MILES o �a T= 6 �O P.E. � � 20 10 0 20 40 TOTAL LE11lGTH OF PROJECT 17BP.11.R.115 = 0.067 MILES SIGNATURE: � o RIGHT OF WAY DATE: BRIAN K. LUSK, PE ROADWAY �' ° A P R I L 15 � 2 O � 4 PROJECT ENGINEER DESIGIV �� o OQ�� PROFILE (HORIZONTAL) E11lGI1VEER °'� ��p�� 4 2 0 4 g * TTST = 3%, DUALS = 3% NCDOT CONTACT: VIRGINIA MABRY LETTIIITG DATE: PATRICK A. LIVINGSTON, EI ; FUNC. CLASSIFICATION: APRIL 15, 2014 I'ROJECT DESIGNER LOCAL RURAL Transportation Program Management Unit PROFILE VERTICAL P.E. � � SIGNATURE: L � � � � � � Q. 1-.> � 3 � L 4. � �" LC�i= OC) N�� \N CV� VLC� � CC� � c� � � 0 � � � � � �. �-�>� � � � L �. � � �,_ oc� N�� N �� x� 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) 13+03 / 13+40 -L- LT Temporary Stream Crossing < 0.01 37.2 14+29 / 14+36 -L- Dewatered Area / Imp. Dike < 0.01 45.8 TOTALS�: < 0.01 0 83 0 "Rounded totals are sum of actual impacts NOTES: Temporary stream crossing impacts non-mitigable jurisdictional stream. �