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Home My WebLink About20180284 Ver 1_B-5771_Permit Drawings_20170919_20180226� �j�� , North Carolina Department of Transportation Sti)1't73tiVrd1PF Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN �-��---• (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 45727.1.1 TIP No.: B-5771 County�ies): Forsyth Page 1 of 1 General Project Information WBS Element: 45727.1.1 TIP Number: B-5771 Project T pe: Brid e Replacement Date: 9/8/2017 NCDOT Contact: Matthew Jones, PE, Div 9 Br . Mana er Contractor I Desi ner: Randal Howard, PE, PLS Address: Highway Division 9 Address: Sungate Design Group, PA 375 Silas Creek Parkway 905 Jones Franklin Road Winston-Salem, NC 27127 Ralei h, NC 27606 Phone: 336 747-7800 Phone: 919 859-2243 ext.213 Email: mw'ones ncdot. ov Email: rhoward sun atedesi n.com Cit ITown: Bethania Count ies : Fors h River Basin s: Yadkin-Pee Dee CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.142 miles Surroundin Land Use: Residential Proposed Pro�ect Existin Site Pro'ect Buiit-Upon Area ac. 0.6 ac. 0.5 ac. Typical Cross Section Description: Two 12' wide travel lanes with 6' wide shoulders (4' wide FDPS) and lateral roadway Two 10' wide travel lanes with grass and lateral roadside ditches. ditches. Expressway gutter along the southeast quadrant of the roadway. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 6200 Year: 2025 Existin : 3000 Year: 2011 General Project Narrative: TIP Project B-5771 involves the replacement of Bridge 330016 over Muddy Creek on SR 1611 (Main Street). The existing structure is a 3@ 40' bridge with deck drainage (Description of Minimization of Water discharging directly to the surface-water of Muddy Creek.The proposed bridge is a 1@40', 1@70', 1@40', with deck drains only discharge outside the stream to riprap dissapator Quality Impacts) pads. Riprap bank stabilization will be utilized under the bridge and at all concentrated runoff discharge points. NCDOT erosion control standards will be implemented during construction and impervious dikes with be utilities in surface-waters for bent removal and riprap stabilization installation. Special stilling basins will 6e employed for effluent treatment during dewatering operations. Polyacrylamide will be utilized at ditch checks to settle sediment prior to runoff leaving the construction site. Waterbody Information Surface Water Body (1): Muddy Creek NCDWR Stream Index No.: 12-94-(0.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N!A 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 justifcation in the General Project Narrative) General Project Narrative) - �hret 1 n rnr C�;rvr�;tlonol END PRO]ECT -U POT STA. l2 + 90.98 � � L- � �IN St. l5R 16111 — — � � �— R�RAL TO B HALA ROAD 1 A 1 N1 w� � 1"�[�'�1�1=I'� ��II�' �� ; I , °l�'1�� C'd� I]��,ll�� 1I�1��I �� 1� ]�[I�C� J�� _� �� FORSYTH C� U1�TY PERMIT DRAWING SHEET 1 OF 5 LOCATI0111: BRIDGE NO. l6 (330016) ON SR 1611 (MAIN STREET) OVER MUDDY CREEK TYPE OF WORK GRADING, PAVING, DRAl1VAGE, AND STRUCTUR� WETLAND AND SURFACE WATER IMPACTS PERMIT �'G � �ti � �� - � FF. � CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. ... _ BEGIN BRIDGE -L- STA.16+82.50 END PROIECT B-577I END BRIDGE -L- STA. 18-32.50 \ Z\ � ` i,\ 11 0`` J 1� —� � TO BETNANIA TABACCOVILLE RD � IN�'d92�1P1L1E°1C1G ]P1LAN:� DO �'OT U56 FOR R! W ACOUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALl SIGNATURES COMPLETED PREP,4RE0 /N THE OFF/CEoORa+L;�h, xc >�aae �DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �` �y�� sTAxzEc coxsuz,zrrrc ADT 2 02 5 = 62 00 T�l.l9)9) 8i/-bR66 � Pax.(4f9) N>!-JO?l � wiuv.stan�er.rom Licer�se h'�. 1�-061? 50 25 0 50 100 �o� ��w��\, V = 45 MPH LENGTH OF ROADWAY T.I.P. PRO.IECT B-5771 = O.lO9 MI. FORTHENORTH CAROL/NA DEPARTMENTOFTR,4NSPORTAT/ON ' � � �� /` �A I I I I I I I I I I I "�-, _ 2W2 STANDARD SPEGIF[GATIONS ��,�v � � �� PLANS LENGTH OF STRUCTURE T.I.P. PROJECT B-5771 = 0.033 MI � .� P.E: � J 9, TOTAL LENGTH OF T.I.P. PROJECT B-5771 = 0.142 MI sic�7vne: �� 50 25 0 50 100 RIGHT OF WAY DATE: Michael D. Lindgren, PE � rao�scr sNciNEex ROADWAY DESIGN ��Li � a PROFILE (HORIZONTAL) 0_�/3l/1017 ENGINEER \�t�7� 2; NCDOT CONTACT: MATTHEW JONES, PE LETT/11IG DATE: Michael B. Littlefield, PE \�� p"�� rJ ?. rJ O rJ � O NCDOT D!VlSfO.V 9 BRIDGL MANAGER PROfECT DES7Gh' ENGfNF.ER FUNC CLASS = LOCAL 0�242018 PROFILE (VERTICAL) SUB-REGIONAL TIER PE SIGNATURE: N 0 � � DENOTES IMPACTS IN � ��. �j�,, �� SURFACE WATER DENOTES TEMPORARY �� T�� IMPACTS IN SURFACE WATER \ -��` PERMANEf�J� R�W ' ��LJI�JTY UTILIT';' � �Mp �f_A�� SHEE I WS/II� �� E �v � > -� �I� I-. ,, — -�-�-��,� � — — � \ j \ � �� -� ',, � >I��f��, `�. � , � , `�r�� --- - -------�. , R r-- � � -_--�'� � 25' 12.5' 0 25' 50' I I I ISCALE: 1" = 25' c�a��\ -E . ________ _ - - P D E ---__-- --- -- -------_-- P C T — � YY �� .�� — - .: ---_ _ , — ------- _� , ------------ -, r � �- �, , � � -� C M I- �� . � , '-- � � ��, __, __, � �;��Y�r�� -- . �, �� - , _- — M ,�_N E N T R � W ---- I I''� ��V _ � � __�Y�� V�'��_ o__'I�! - t�'1-�=` %��-� , - -- -- ° � � �� —, , � -� T�-I-� �— ��-��c � - i '� _, -- -- --- �-----'---�- ' ��V � �} j�,y_ L �1 N H E E I W '� / I I � 8 _ ` �,�----_-a!C�,� � �C. � �. :�. - -� - ? �� '��.��i► - � _ — _ _ __ , , � _ ..-_� _ � r r _ --_ _�_ —� � — (' �� - �_��_ � ' � / � �) , � d � �i P�� / - - � I/ � ��— . � -F �� a �",� `�� - ��k ��, - �� , --- -�, 1 ��,�y�, . ,``�c^ i ;� ------ - � „ R P �� - � �- � � �� _ _ �� ----------- - P �� ' � ' �� — — ---- --- — --- -- . , _ - --- - � --- - - --- -_--- P D E - � � - - � � � �'' � �� `� ; � _ _ _ _ �� T: � �� , �� 'E _ � ,, _ � — , _� �' � � � , _� � -�v ; - � �- . _ , �, _ � �' _- � -- -- u r � �� , � �-�-: �� — P U E � � TD ----------e' _ �-, � � E �U�� :� � , ;PI �� '� W�_�� ,� ' � ` �'e �� '� �� _ ' '�— — PROJECT REFERENCE NO. SHEET NO. r:—ri i l -+R RM/ SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dN�'��gIl�1LE lE ➢�]L,�Nb Dp NOT USE FOR i! W ACQU[SITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 5 WETLAND AND SURACE WATER IMPACTS 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 17+19 to 18+03 -L- BANK STABILZATION 0.02 73 BENT REMOVAL < 0.01 37 TOTALS': 0.02 < 0.01 73 37 0 *Rounded totals are sum of actual impacts NOTES: