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Home My WebLink About20171354 Ver 1_Build Maps_20171024l llf;liw�':i�' North Carolina DepartmentofTransportation �` Slt)rt] l4vat['T Highway Stormwater Program `'.�.,' STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 44392.1.1 TIP No.: U-5820A County(ies): Rowan Page 1 of 2 General Project Information WBS Element: 44392.1.1 TIP Number: U-5820A Project Type: Roadway Widening Date: 10/23/2017 NCDOT Contact: Brett Abernathy, PE, PLS Contractor / Designer: Brandon Barham, PE - Ecological Engineering Address: 375 Silas Creek Parkway Address: 1151 SE Cary Parkway Winson Salem, NC 27127 Suite 101 Ca , NC 27518 Phone: 336-747-7800 Phone: 919-557-0929 Email: 'babernath ncdot. ov Email: bbarham ecolo icalen .com CitylTown: Salisbury County(ies): Rowan River Basin(s): Yadkin-Pee Dee CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.426 Miles Surrounding Land Use: Commercial Development, Woods Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 3.1 ac. 2.6 ac. Typical Cross Section Description: 5@ 11' lanes with 10' shoulder; Section is variable throughout project 4@ 11' lanes; shoulder width and existing Section is variable throughout project Annual Avg Daily Traffic (veh/hr/day): Design/Future: Year: Existing: 13000 Year: 2015 General Project Narrative: State project U-5820A involves the extension of SR 2200 (Innes St. Market Dr.) and road improvements from SR 2576 (Bendix Dr) to SR 1006 (Faith Rd) in Salisbury, NC . (Description of Minimization of Water There are 3 stormwater outfalls that outlet into nearby wetlands. All 3 outlets contain a Class B Rip Rap pad to dissipate energy and limit impact to the existing wetlands. Quality Impacts) Waterbody Information Surface Water Body (1): NA NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: None Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: 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 Bod ? 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) Hi hwa North Carolina Department of Transportation �� Stol'mwater Highway Stormwater Program � �• STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: U-5820A County(ies): Rowan Page 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects) Water Bod T pe Ri ra T e (ac) Structure (in) (cfs) (f s) Buffer Rules? 4 -L- 14+10 LT �1)NA Rip Rap Outlet Pad Class'B' 0.5 Pipe 24 16.0 1.3 N/A 35.65313,-80.46349 4 -L- 15+80 RT �1)NA Rip Rap Outlet Pad Class'B' 0.8 Pipe 15 4.0 0.8 N/A 35.65264,-80.46327 4 -L- 17+37 LT �1)NA Rip Rap Outlet Pad Class'B' 0.2 Pipe 15 0.8 0.5 N/A 35.65259,-80.46260 Additional Comments * Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC 14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � � � s � � � � � Q 0 N � � � � � � .3 O � O � � � C O � .> C w � � � �� UL '� O o� ��c ��o Ta -= C oi° N�i] � � • � � V � � O V Prepared ln tl� Offlce of: HYDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH 504 Meadowland Drive � su�1r�IT Hi��sboro�9h� N� Z�2�8-855� ADT 2015 = 13,000 VPD vo��e:�9,e»az-aaaa �f e Fax: (919) 732-6776 SO GS O JO �OO DESIGNANDENGINEERINGSERVICES www.5ummitde.net �� LENGTH ROADWAY TIP PROJECT U-5820A = 0.426 MILES F'R""°.P-°"9 ��, e,�� V = 4O MPH 2O12 STANDARD SPECIFICATIONS �� s PLANS * nST 1% DUAL 2% TOTAL LENGTH TIP PROJECT U-5820A = 0.426 MILES SIGNATURE: PE r� y 50 25 0 50 i00 FUNC CLASS = RIGHT OF WAY DATE: TRACY N. PARROTT, PE � � URBAN LOCAL APRIL 21. 2017 rRo�scr sxcrxsEn ROADWAY DESIGIY � PROFILE (HORIZONTAL) ENGINEER �� l0 5 0 10 20 LETTING DATE: BRANDON W. JOHNSON, PE �� $W�� BRETT ABERNATHY, PE, PLS rkorEcr nssrcx ENcrN�� NCDOT CONTACT,DN7SION 9 APRIL 17, �LO�H PROFILE (VERTICAL) P� SIGNATURE: II N O � � ��J � " -� 6.95' �. E DENOTES IMPACTS IN SURFACE WATER (POND) DENOTES MECHANIZED CLEARING SITE 1 �� _ �T __— S 43°4� O�T � � � arr.�a -___ �T -�_- STA 14 + 10 -L- LT ;' Q10 = 16.0 CFS V1= = 1.3 FPS ' PAVEO 9 ��az�,2 � �T, 1 co°rvc CLA55 I RIP RAP � EST 7 TON EST IS SY GEOTEXTILE 4� urrsti 26" � SITE 1 ��'�� °�� TO F.C. /�y� . �' 2/� T Yf' � � /� �� // � — /NC i � � � '�' �'I /5 E—Es„ acv-iv TYP /� �'�o� �, �I E �� 1 - - - ___ __ . --=��___ F E F � � F � F^ R T T 3b C C � �. �. �i � � C U/-/-St/ `PDE-1� TO F.C. � / , .. SITE 3 STA 17+37 -L- LT Q10 = 0.8 CFS Vl = = 0.5 FPS CLASS I RIP RAP EST 3 TON EST 7 SY GEOTEXTILE �°'s�'��,�' �� ' �'� � �� o �� \ �� " ° '� I 0 s � �g`£ o� �io SITE 3 sseM�z 7E =736.57' �� d = �� .� � o, � ��o �ts' acP iv F F DENOTES FILL IN WETLAND � DENOTES HAND CLEARING PROIECT REFERENCE NO. SHEET NO. U-5820A 4 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �, e �MMIT ti� F�RM ��E�sE tio: P-� r of: �r �.w_�..� � , FOR PROFILE, SEE SHEET 7 PERMIT DRAWING � SHEET 2 OF 6 � �� N y l�� o 8 `�'t�`� �� "ti � � 6L. R=EX / � � � �� _ ._ � RETA� - PDE —�-RE P�� ReiniN� 11 ,�'� �Ii' �� — .. R=EX-- �--' � CB �� Ce - � F � F — — CB � i F ' � \I \1� '7 � \1� �o��\. � �B �5^ RCP-N �- sq _ — � \�, V, � -7' 7 � � \1 �IB�M� �i \ \I' \I�\1�\1, \71' \1� \1�'\7�' �� 15"RCP-IV �S��RCP-� —��C �� —�— 7 "7 '7 '7 �� V,��7 ry �\1 \I,��`7/�, �/ \aI � c ` �' �' �' �' ai' �' �i' �' � � �' ai' �' �°p'� y �' �' �� J�OJ � _� E—� c � �� E � � �' � �x��° � �i' �' �' �' �' �' �' �i' � � �i' �i' �� • �i' �' � ,�� E E � � ��' � �, �' �'— _ �' _�' �Y_� � � � � � � �,i' i//� � �� _�'_a,.- - 26� � ��,� / � �N � �� " / TYP �+ L-��e! a�Ke&s \/� / / / SEECDETAILTI DITCFV ESTS20BTON RAP \F /�� SITE 2 � � / EST 35 SY /�, / GEOTEXTILE SSIBLE BURIED � � 3 OF 30' RCP � T^ ' ^"ATEI / \ � ,� � / STA 15 + 80 -L- RT � . � e� j // Q10 _ 4.0 CFS �\ \ ,�pQ� / V1= 0.8 FPS �,e"^� \ ro5y� � / — \ � � �� REMOVE +/- 12' / � — 43 OF EXISTING MITERED PIPE � — AND EXTEND 72' CSP \\\ EiP W/ HW � Jzes� _�..,�v�v _ rvaa.i SEE SPECIAL PROVISION FOR SINKHOLE REPAIR DETAIL 1 SPECIAL CUT DITCH � Na, m s�aie� o,o�i n�l� No�urol � A� �( � Slope Gro�nd 7� p F�°��e Min.D=1 Fr. FROM STA. 12+85 TO STA.13+50 -L- RT 50' o' loo' GRAPHIC SCALE 2s� o� so� INSET SCALE F\ SITE 2 \\\ � \ II 0 0 e N � o �� w � � o � � > � �� o � ¢ U � � � _ W ? �� O � o 0 � U � Q N p � ~ W N � � � � J � U W� ~ o eb � �� O � � � � . .� �� 15 � - � , � ' � _ —�' �� \S��\� — £� � �- o- � � ; �� '8 � 5 43�°Z844{ r---- ----- � � �� L ...-.LT�,...... 5 4335'13' E EIP a„EIP � . - - ' ` \ - , ��y 6...7 �'\ 6 .. ... . _ .,.... ........ �- � , , . , __ �; �DENOTES IMPACTS IN SURFACE WATER (POND) � * � � DENOTES MECHANIZED � � �� « � � CLEARING � SITE 1 , �� ,—_ 3 o _ �T , j S 43°4� - � 4��.5a 4 ��,_ a :,_ _ �T , : STA 14 + 10 -L- LT Q10 = 16.0 CFS V1= = 1.3 FPS PAVED / .� U�a2��2 � \� �r, �� c�orvc / CLASS I RIP RAP - � , �`�. � .EST 7 70N � . EST I5� SY �� GEOTEXTILE )FFSET � � > ; zs� o SITE 1� 1,,- �; �;' o F.c. � �N� . � � �� I � .� ��I � x /h �E— is ecP-ro T% F E F � CB � �e CB F C � E—�E � R=50' 15" RCP-IV FSET F.C. � r � � � / � Iv � / To � �SIBLE BURIED OF 30' RCP �� _--� _—_� PDE -� I SITE 3 � � STA 17+37 -L- LT � � Q10 = 0.8 CFS Vl = = 0.5 FPS � � � , CLASS I RIP RAP � / EST 3 TON EST 7 SY �'` � ��.. GEOTEXTILE \ J ` .�� E— �� F F ��---- _ —e—� ` �/—E� E� �E .. / / I ( \� —y� e � � � ��- . ., £IP .. .. .. _�..,�v� v � �� 775� � -�_�j, SEE SPECIAL PROVISION FOR SINKHOLE REPAIR 1 �II � No�uml "/`//� / �// _\ \ Gro�nd ' ,/ / -- � �r � r� — FROM STA. 12+85 TO $TA.13+50 -L- RT � 4�.��I,��'\l� ��+\I ��' �'� 0, � � a0 '7 \ ��=�� ° 0 N F F DENOTES FILL IN WETLAND � DENOTES HAND CLEARING R=E ._• „� RETA�N —� F � � PROIECT REFERENCE NO. SHEET NO. U-5820A 4 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepora n � e ��I� NC FiRM LICENSE No:P-033 Office of: �r �.w_�..� � ,e FOR PROFILE, SEE SHEET 7 PERMIT DRAWING � SHEET 3 OF 6 �� ti� �� <<o 8 �� °bti F �� IS�K& a��a�s y� �,� � �o �� , t�`J, i s '`'� + _ __ PDE V � Q�� flerni � q� � �� P�� R �RErA�N ��O i �� ' � R=EX--"�' � R � F F � I --��,.]y��l,� \a� aol ��__.. y �7 _—�— � cp / 7 "7 '7 "7 �� V, � "7 � ry ry � � � "7 � � , // � �o � \ � �"7 � � � �,�' �' ay �1' �' �' � �'! j �' � �' �,1' �''Y,y �' �'' `�� , '1' � �• ` � � �y .��" �Y � � � � � � �' � m �' �' �, �y �, �" � � ` �1' 'y�' �i' �Y �_ _'�' _�' �=� i �' � ,�j, �j, �' �'' � �/ �– � � 2� N �'�� N i �,��Y \\� � RT S \,' REMOVE +/- 12' � EXISTING MITERED PIPE /W D EXTEND 72'CSP G HW so� o� ioo� GRAPHIC SCALE 25' 0' 50' 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 760 755 750 745 740 735 730 725 iiiiiiiiiiiiiiiiiiiiiiiiiii�� .............................�� .................................... � I I I I �....... ............................. ............................. ::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::: .i ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::: ................................................. ::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::: ................................................. ::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::: ................................................. ::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::: � �� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �� iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii ................................................. ................................................. � � ................................................. :::::::::: ::::::::::::::::::: .......... ................... ..... ................... ................... . / 3 � 0.0,3 /��,� � � � ,,,�� ,�� 739.21 �� i�// -I�� . � 14 + 00.00 P�eva�= �� NC FIflM aleovwms�o 03�9 O Y.S S PROJ. REFERENCE NO. SHEET NO. OHi<e of: �� M�IT `'xi9 � zt218 ❑~~-�-�-°-� `� � �7 � U-5820A X-3 10 15 20 25 30 35 40 45 50 55 60 65 70 75 PERMIT DRAWING '--�- SHEET 4 OF 6 765 760 755 750 745 740 735 730 725 �� o�� ',I� I,I� �� ..��:�:�:��. �� ....� �� ..........� ��.�.......� �...� ��... �::::��:::::::::: ��::::::::::. �� :::::��::: .i �■■■■��■■■■■■■■■■■��■■■■■■■■■■■■��.■■■■ �■■■■��:::::::::::�O�IC::::::::::�::::::: �::::.��...........��............�........ �.....��...........��............�...... �::::��C�:::::::�� :::::::::::� �� ::::::::::::::: �......�� ........................��..........�. �:::::::::� ::::::::::::::::::::::::: �::::::::: �:::::::::� :::::::::::::::::::::::::::�C:::::::' �.........� ...........................� �:::::::::� :::::::::::::::::::::::::::� I��WYY�YY� ■ 1�� 1�� 1�� ww�w�� iiiiiii�n��iiiiiiii �iiii��iiiii ii��iiiiiiiiii��iiiiiiii �� _ ..............._.......... __........ ..e::::e::::: :::::::::::::::�.:::::::::�::::::::: ............� ..............................��........ -� �� ::::::::::::� :::::::::::::::::::::::::::::::��:::::::: ::::::::::::::::::::::::::::::�:::::::::::::::::::::::::::::::::�:::::::: ..............................�.................................�........ � � ............................... �................................. �........ � .......................................�.................................�........ � .......................................�.................................�........ � ....................................... �............................... � �........ I��Y��Y�� IA �� iiiii��iiii�iiiiiiiiiiiiiiiiiiiiii��iiii�iiiiiiiiiiiiiii�� i w��iiiiiiii �� / ��w�� iiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiii�iiiiiiiiii��iiiiiiii I��Y�� I��Y�� -L- 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 735 ��, , SITE 3 .—�'� m ,,,, 730_L,�,-�� 725 740 735 730 ��/ 725 740 735 730 725 P�eva�= �� NC FIflM aleovwms�o 03�9 O Y.S S PROJ. REFERENCE NO. SHEET NO. OHi<e of: �� M�IT `'xi9 � zt218 ❑~~-�-�-°-� `� � �7 � U-5820A X-5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 PERMIT DRAWING SHEET 5 OF 6 � � � » � ��o �� i:::�_��::i�::::�::::�:: 735 ,, ,, ,, ,_------- , -- - 730 \\ \ �\ ,, �� 725 740 - 735 o SITE 2 ,�----- 1> 3 �� 730 -------��----, � � � � � � � � i �� 725 -L- 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 740 735 730 725 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 13+70/14+89 -L- LT 24" RCP-III 0.04 < 0.01 0.01 2 16+00/18+14 -L- RT 72" CSP < 0.01 0.01 0.03 3 17+25/18+31 -L- LT 15" PIPE < 0.01 < 0.01 < 0.01 TOTALS": 0.04 0.02 0.05 < 0.01 0 0 0 `Rounded totals are sum of actual impacts NOTES: �