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Home My WebLink About20170682 Ver 1_790059_Permit_Package 06012017_20170601t �j�B�,,��,w. North Carolina Department of Transportation St[)i't714YdtP'�' Highway Stormwater Program _�'% STORMWATER MANAGEMENT PLAN ��''�-��---�� (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.9.C.5 TIP No.: SF-790059 County�ies): Rowan Page 1 of 1 General Project Information WBS Element: 17BP.9.C.5 TIP Number: SF-790059 Project Type: Bridge Replacement Date: 5/8/2017 NCDOT Contact: Christopher R. Lewis Contractor I Designer: Same Address: 1020 Birch Ridge Rd. Address: Raleigh, NC 27610 Phone: 919 707-6714 Phone: Email: crlewis2 ncdot. ov Email: CitylTown: Cleveland Count ies : Rowan River Basin s: Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.09 Surrounding Land Use: Farm Land Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.2 ac. 0.2 ac. Typical Cross Section Description: 11' travel lanes, 3' shoulders, 7' with guardrail 10' travel lanes, 3' shoulders Annual Avg Daily Traffic (vehlhr/day): Design/Future: N/A Year: N/A Existi� : 660 Year: 2013 General Project Narrative: Replacement of bridge 59 over Beaverdam Creek on SR 1747 (Hall Road) - The existing structure is a 2@ 184" x 111" Corrugated Metal Pipe Arch with the inlet and outlet (Description of Minimization of Water mitered to conform to the fill slope. The recommended replacement for these structures is a single Aluminum Box Culvert 31'-8" x 10'-9" with an aluminum headwall and Quality Impacts) endwall. The existing channel varies in width from 6' to 15' through the project site. The recommended culvert will be buried 1' below the natural stream bed and will be fitted with sills at the inlet and outlet, and will also have one baffle placed in the middle of the culvert. The sills and baffle will be 1.5' high and will be notched to provide a 12' low flow channel. A floodplain bench will be created at the inlet and outlet of the recommended structure to accommodate high flow conveyance while providing a normal channel width during low flow conditions. The banks of the floodplain bench will be laid back at 1.5:1 and lined with class II rip rap, while the bench will be established using coir fiber matting. The existing drainage patterns will be maintained through the existing ditches. Class B rip rap will be used as toe protection through the ditch in the eastern quadrant of the project site. Waterbody Information Surface Water Body (1): 8eaverdam Creek NCDWR Stream Index No.: 12-108-21-3-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) v ! V . � � � � ., � V W O � � � V � � O V ��E, c�rz;�et 1-A h�ur liijFr o7 r�.nt�� S� �� ' �� I ', �� '��`_9�1�'. ��s�� I ) ��''� SI'�1`� ' ; � 1I II �I�C�� \`�sy'� �� 5 R � WA1� CO U1�lTY LOCATION: CULVERT NO. 59 OVER BEAVERDAM CREEK ON SR 1747 (HALL ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, CULVERT PERMIT DRAWING SHEET 1 OF 5 WETLAND AND SURFACE WATER IMPACTS PERMIT p CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. GRAPHIC SCALES DESIGN DATA 50 �25 0 5o too ADT (2013) = 660 �r I I� ��I� V= 55 MPH PLANS 50 25 0` 5� 0 FUNC CLA$$ _ PROFILE (HORIZONTAL) LOCAL SUB—REGIONAL TIER 10 5 0 10 20 PROFILE (VERTICAL) JI 1 C 1 PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.079 MILES LENGTH STRUCTURE TIP PROJECT = 0.006 MILES TOTAL LENGTH TIP PROJECT = 0.085 MILES Prepared In t� Olflce o/ Mott MocDonold /or DIVISION 9 NORTH C�iROLINA DEPARTMENT OF TRANSPORTAT/ON Z072 STANDARD SPEClF'ICA770NS DAVID C. WALLER, PE PROJF,CT F,NGMFFft � RIGHT OF WAY DATE: CHRISTOPHER R. LEWIS, PE HYDRAULlC ENGINEER LETTING DATE: MATTHEW JONES, PE NCDOT BNDGE PROGRAA-I M.9NefGER R /1'A'B AdRT �Vl116NC8 MQ �• 17BP.9.C.5 RA16 AOLIIY RA..ROLIlO 17BP.9.C.5 wa, 17BP.9.C.5 WA � HYDRAULICS ENGINEER P.E. SIGNATURE: ROADWAY DESIGN ENGIIVEER P.E. � OYLl11TON PE R/W /UTIL DOCUMENT NOT CONSIDERED FINAL UNLE53 ALL SIGNATURES COMPLETEU PLANS PREPARED BY: �� ip-�I PO Box 700 /LI Fuquay-Vorina, NC 27526 �� (919) 552-2253 �j,��lQ7 � (919) 552-2254 (Fax) �N�L°aCS�VIn��.� www.mo+fmaccom\amerims LICENSE NO. F-0669 � � �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER O \ TERRY 5 NOFFNER LIVII OATEO 02-20-21 FRANCES P MOFFIER LIV DATED 02•20-21 31'-8" X 10'-9" ALUM. BOX raoFue view INLET/OUTLET SILL DETAIL � NOT TO SCALE � L I � 1 I �2� I 1.S 2. I PLAN VIEW NOTE: INSEf SIIL fROM INLEf ANO OUTLET BAFFLE .� �— FLOW FLOW -/- Y2' SILL � � � � � � � � o ; � v vl b . DUKE [NER;.% P��WER 3�,E'�T .F -E� gi_ -- � � r. �aear� ror m 6�F-I E i4932R \ ti \ qo 2� � �� / G9 0 �n \"/ X — � .1 \ � �\ ..V�PJWEF:,,:. Ild.a' RTII�F -E�- RT G_ STA. 73 25.50 �-L- x 10' 9" Alu i m Box :V. _ � 712.4 n AL G�20UND LT. � � i__�-______ .��2 -706.4,�' 31'�s" X 10'�9" ALI.A'.� BU% RNJ SHEEf NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER / Mo,.ucErv�O.+a1O-osav � ��c DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED / Pmpar n 1 e TT WW mo moL OHi e of: IVI M Fo e . �oo NC ]]Sl6 MAC�orvAtp w .cnMamencvs / PERMIT DRAWING / SHEET 2 OF 5 `/ MARVW B FINGER c�i an�, � F McNARCUE \ DETAIL B INlET.OUTLET CHANNEL rn Saule� E%UvpiION COIR FIBER MAi'RIY RnP ON tlEN<H �o��,o� r �,�� G.ou� —�d �5� \ GEoiE�ItE —' e CLA55 II RIP RAP cuss n- IN BED �OUTLEi ONLY) EST 230 TONS CLASS II RIP RAP B-VAR E%ISTING TO 12' EST 235 SY GEOTEXTILE h-VAR 0 TO 9' EST 93 SV COIR FIBER MAT CLASS II RIP RAP CST 140 CY ExCAVATION 720 C� STA 73-25.5 -l- �l i�i 31'-8" X 10'-9" ALUM. BO% W/HEADWALL C� EIEV.=712.44' ISKEW=9d Q700 - 708.9' 710 � � � \ ,� Q25=706.4' �_..L /ie/�ru��t o' 1y 7OO NW5=700.=' �)— � 1 °��a�iro\ i� ...� � � SLOPE - 0.014 4 INVERT = 697.55' CL45S II RIP RAP 690 IN BED �OUTLET ONLY) �,F � � o ; � v vl b �DENOTES IMPACTS IN \ SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER O \ TERRY 5 NOFFNER LIVII OATEO 02-20-21 FRANCES P MOFFIER LIV DATED 02•20-21 31'-8" X 10'-9" ALUM. BOX raoFue view INLET/OUTLET SILL DETAIL � NOT TO SCALE � L I � 1 I �2� I 1.S 2. I PLAN VIEW NOTE: INSEf SIIL fROM INLEf ANO OUTLET BAFFLE .� �— FLOW FLOW -/- Y2' SILL � � � � � � � � .; . DUKE [NER;.% P��WER 3�,E'�T .F -E� gi_ -- � � ra eean� ror- m 6�F-I E i4932R \ ti \ qo 2� � �� / G9 0 �n \"/ X — � .1 \ � �\ ..V�PJWEF:,,:. Ild.a' RTII�F -E�- RT G_ STA. 73 25.50 �-L- x 10' 9" Alu i m Box :V. _ � 712.4 n AL G�20UND LT. � � i__�-______ .��2 -706.4,�' 31'�s" X 10'�9" ALI.A'.� BU% / / / / �/ MARVW B FINGER c�i an�, � F McNARCUE \ RNJ SHEEf NO. DWAY DESIGN HYDRAULIC ENGINEER ENGINEER Mo,.ucErv�O.+a1O-osav � ��c DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Pmpar n 1 e OHi e of: IVI M Fo e . �oo NC ]]Sl6 MAC�orvAtp www.mo moc.cnMamencvs PERMIT DRAWING SHEET 3 OF 5 DETAIL B INlET.OUTLET CHANNEL rn Saule� E%UvpiION COIR FIBER MAi'RIY RnP ON tlEN<H �o��,o� r �,�� G.ou� —�d �5� \ GEoiE�ItE —' e CLA55 II RIP RAP cuss n- IN BED �OUTLEi ONLY) EST 230 TONS CLASS II RIP RAP B-VAR E%ISTING TO 12' EST 235 SY GEOTEXTILE h-VAR 0 TO 9' EST 93 SV COIR FIBER MAT CLASS II RIP RAP CST 140 CY ExCAVATION 720 C� STA 73-25.5 -l- �l i�i 31'-8" X 10'-9" ALUM. BO% W/HEADWALL C� EIEV.=712.44' ISKEW=9d Q700 - 708.9' 710 � � � \ ,� Q25=706.4' �_..L /ie/�ru��t o' 1y 7OO NW5=700.=' �)— � 1 °��a�iro\ i� ...� � � SLOPE - 0.014 4 INVERT = 697.55' CL45S II RIP RAP 690 IN BED �OUTLET ONLY) �,F `o 3 � N P O O C a � N O O P d O n a 0 d � 0 � � �NC O'; � N N�N JLrV�I-� \ U r �J � / ; / -� j �_I � / _ �V ..� � - r, I� � / I-' ! �, I�I � ��=�1�)� II�' I . :� .\ � I I \ \ �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER WETLAND PERMIT IMPACT 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 -L- 13+25.50 Bank Stabilization 0.01 < 0.01 33 21 TOTALS*: 0.01 < 0.01 33 21 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24