The URL can be used to link to this page

Home My WebLink About20171374 Ver 1_Build Maps_20171030k li�%I l�t'�n' North Carolina Department of Transportation , �,li)1'll]tivatPf Highway Stormwater Program ' _�. STORMWATER MANAGEMENT PLAN ��••-= ��r (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.9.C.9 TIP No.: SF-840107 County(ies): Stokes Page 1 of 1 General Project Information WBS Element: 17BP.9.C.9 TIP Number: SF-840107 Project Type: Bridge Replacement Date: 10/11/2017 NCDOT Contact: Amy Euliss Contractor / Designer: Christopher R. Lewis Address: 375 Silas Creek Parkway Address: 1020 Birch Ridge Dr. Winston Salem, NC 27127 Raleigh, NC 27610 Phone: 336 747-7800 Phone: 919 707-6714 Email: aeuliss ncdot. ov Email: crlewis2 ncdot. ov Cit ITown: Dod etown Count ies : Stokes River Basin(s): Roanoke CAMA County? No Wetlands within Project Limits? No Pro'ect Description Project Length (lin. miles or feet): 0.066 mi Surrounding Land Use: Rural/Woods Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.2 ac. 0.2 ac. Typical Cross Section Description: 10' Travel Lanes with 3' shoulders 10' Travel Lanes with 3' Shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 210 Year: 2017 Existing: 210 Year: 2013 General Project Narrative: W BS 17BP.C.9.0 is the replacement of 2@ 96" Corrugated Metal Pipes on SR 1696 (Duggins Road) over Lynn Branch. The existing pipes are deteriorating and the headwalls (Description of Minimization of Water are failing to the point of disrepair. A blow hole is present at the outlet of the existing structure. The proposed design calls to replace the 2@ 96" CMP with a single 15'-7" X 10' Quality Impacts) 2" Corrugated Aluminum Structural Plate Pipe Arch with headwall and endwall. The proposed structure will be buried 1' below the existing channel bed with 1.5' sills. The 1.5' sills will have a 6" low flow notch to match the existing low flow width of the stream through the culvert. Interior baffles are also provided to further promote low flow conditions through the structure, which will also have the 6" low flow notch provided. Bank stabilization is added at the inlet and outlet of the structure to stabilize the existing banks and promote vegitation growth along the banks. Class II rip rap is placed at the toe of the outlet for the proposed structure to dissipate energy at the existing blow hole. All natural, existing drainage patterns are maintained for the proposed roadway. No drainage structures are required. Waterbody Information Surface Water Body (1): Lynn Branch NCDWR Stream Index No.: 22-20-9 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: 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 . � � � � C`^I` �V M O O O 0 See Sheet 9-8 For For Conventlonol l'lon Sheet Symbols � � � � �. �� STOI�ES . COUI�TY LOCATION: CULVERT N0.107 01V SR . 1696 (DUGGI11lS ROAD) OVER LY1111V BRAIIICH TYPE OF WORK GRADI11lG, PAVI11lG, DRAI11lAGE, STRUCTURE �� 17BP.9.C.9 sTwTE . O. .w.PROJ.N . 176P.9.C.9 WA 176P.9.C.9 WA 176P.9.C.9 WA �r�- /� z�� - "'. L � i i �i-'' �i }1, -i �, � �—� � WETLAND AND SURFACE WATER IMPACTS PERMIT � � �� D�VS CxUEI� u}� � 110N.NC. / WYO L��NN O 8 . � 1YEW P fA� �2 / p! S% Pfi � Q�, // \ —L— 12 + 85.8 \\ _ — �� Tp � 4o�oPIrZER RDq � ��— �� —_ --- w000s —L— 13 + 03.24 N�+ �vEEK � _�� '�.� i _ p5 T� ROAD %W—� �� / / __ ---_� _ - __ FLYNT FA� — �o � ��---o �_�� ,-��,� �w�w�-_ -_��— \1 DU6G�N5 ♦ i, �'f� pA(, BL-3 �� .. ...N. � �"'» Woa '� - � oSRECFEAr1�NUTFa� � � —//y�-�--_� �� i � � � / e \/ BEGI11l PROJECT 17BP.9.C.9�� P� —L— POC STA. ll + 50.00 � o.v�s c�� Msiadc •ssoo►,nw.nc. \ oa u+ vc wss THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY THIS IS NOT A CONTROL OF ACCESS PROJECT CLEARING ON THIS PROJECT SHALL BE IN ACCORDANCE WITH METHOD III GRAPHIC SCALES DESIGN DATA 50 25 0 50 l00 ADT 2017 = 210 � V = 55 MPH PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 5 2.5 0 5 10 FUNC CLAS$ _ RURAL LOCAL PROFILE (VERTICAL) SUB REGIONAL TIER ti�__. _ __-- - �-- - - W�o —� wpops \E111D PROJECT 17BP.9.C.9 Ra�wp� —L— POC STA.15 + 00.00 S ITE 1 PROJECT LENGTH LENGTH ROADWAY PROJECT 176P.9.C.9 = 0.063 MILES LENGTH STRUCTURE PROJECT 176P.9.C.9 = 0.003 MILES TOTAL LENGTH PROJECT 17BP.9.C.9 = 0.066 MILES NCDOT CONTACT: MATTHEW JONES, PE ________ NCDOT DIV/SION 98RlDGE MANAGER __ P,4EPAREO /N THE OFF/CE OF � Stantec STANTEC CONSULTING 80( Ione� Fr¢nkiin Rood �Sui�e JOOI Ro/eigh, NC 2J606 Tel. (9I9) 85I-6866 I Foz. (9t9) 85t—]024 I +vw.s�an�ec.com License No. F-06)2 2012 STANDARD SPECIFICATIONS RIGHT OF WAY DATE: MIKE LINDGREN, PE MAY 15� ZO�7 �'ROfECT ENGlNEER LETTING DATE: _ MIKE LITTLEFIELD, PE NOVEMBER 8� ?O�7 �'ROfF,CT DSSIGN ENGINF,FR HI'DRAULICS ENGINEER r.E. SlGNATl/RE: ROADWAY DESIGN ENGINEER SlGNATURE: P.E. � E6CRiPT PE WW & UTIL CONSTR. PERMIT DRAWING SHEET 1 OF 5 ............................ BM1 ELEVFaTION - 675.67 N 968530 E 1664332 BL STATION 8�30.mm 87 RIGHT RAIL ROAO SPIKE IN t8''vOAK'i DAVI$ CMAPEL HISTORIC ASSOCIATION.INC. OB 527 PC i�99 O EST.20 TONS CLA55 II RIP RAP AT OU7LET TOE EST.55 70N5 � CLASS II RIP RAP OUTLET BANK STABILIZATION EST.50 $Y GEOTEXTILE / DAVb L GRIFFIN b AMELIA P GRIFFIN OB 536 PG �05 O / � �TEMPORARY SURFACE WATER IMPACTS /w000s � j � � � �� x " �� _� � �� m � � � � �� / 1j ' WffOD � \ �� \ i / / I — II �� . � r' � � �' �� P -� J � �I � SURF CE WA ��IMPACTS ' � � /,� / � % / � ,,� , � ��, - . F,� � � � � � � �� J � a4oio�-i _ � � � �� - � � � / • PrrzE_ R R I�� ex— ��/: � _ _ �� oos� � 1--j .. � i w � � r Q �� —,,;,,.,� -- � �� ... sa� — -` �i �- �� --c�,� Fz �.a m— ��" —�« 1�,��=� � F_ � F F � - -�� &qDio, z-f -- �— =�'�-- — � ro _ , � _ � � � �_ � . I L I 'N ` 'LM_ �\ :. � ^_ y . ' " �LG�!"�5 20' BST S 169E — � \` ^ FLYN7 FARM ROAD �� 000�- �-.�`�—� � — ♦ � �s � ��Ar� T,� w � �. _ .. � .. f . f . _ _. . — BL-3 L � �-e� -- ' ^-' ��.� �_ .__� � y �� '. . _ .... / �— _F - _� — . _ -_ „�'.� _�� . w / �p�3 — -- - - �P��iilir�c-R/w_ —_ � � � � __ , � �� -- - % �� , . � � _ _ � �-� �rI>>� � � �- � � � � � �, � , m � �% �� " ////////////i j �" � e / // ' / -�� '� � � � ( �� . � �%�i�iiili��////iiii�i/�� i ' � , ; i � � _ a � � / � // %��/��////��/ /�%�j��%�� P� / - \ \ \ � /. � 1 @ 15 7l X,kO' 2" CASB�A � � ^ \ � / .. / � : / , / � � s � � � , / / �� . � � ....... SURFACE WATER IMPAC� , . .___. �---�------ N�GODS _ _ ..�,_� _ . _.... - - - . i . . .. _ .�'- _ DAVIS CMAPEL MISTORIC ASSOCIATION.INC. TEMPORARY SURFACE WILEY HUBERT PACK �$�i PG I�yy WATER IMPACTS ��i �i N�6 DENOTES IMPACTS IN TIE RIP RAP EST.So TONS O O BXISTINGABIENCHION TO N ETSBIANIK $TABILIZATION SURFACE WATER EST.,, SY �EOTEXT,�E �DENOTES TEMPORARY ` IMPACTS IN SURFACE WATER �� I —`— I s 3 10+00 s: ISTA.1 +94.5 -L- . Ca� 15, �„ X � ,_2" /.5' I ii��ii�iiiiiiiiiiiiiii .■■■■■■■■■■■■■■■■■■■■■ �� . �� TQ � ai��2Q�, TOP 1 L' � Stantec Stantec Consulting Services In 801 Jones Franklin Road Sulte 300 Raleigh, NC 27606 Tel.(919)851-8886 Fax.(919)851-7024 www.stanteacom License No. F-0672 RNJ SHEET NO. DWAY DESIGN HYDR.4ULIC ENGINEER ENGINEER IDOCUMENT NOT CONSIDERED FINAL UNLESS ALL $IGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 5 C� STA.12+94 -L- � @ � ,_�„ X Q,_z,. SKEW 116° INV. �EV.= �cc= m� TOP OF B ;EFT 1 �DENOTES IMPACTS IN SURFACE WATER � DENOTES TEMPORARY _ WOODS IMPACTS IN SURFACE WATER • TEMPORARY SURFACE I� SN�W CRFFK WATER IMPACTS � � �'� � �� ------ — � � y � / � �91 SURF CE WATER IMPACTS �` °'� ,a F —��,� Y � 0 �ti —al ei � � X .. WOODS _�, . ��— F S L�. �:� � �� - -'=�v; � _ _ -Et}_�_ ; E� � o � E w� F\ \ Aa � ,i� � TEMPORARY SURFACE � WATER IMPACTS � / v, -- ; ��y�� F , ��N � f r �r � �� Q m �� / �%� �� ExisTiNc _F� �' � F 84010 —2 F F � � ��—k� — - �� — DUGGINS ROAD — S 1696 � � / 20' BST � ��i�� - �' BA� FCEF � F �\ — � � � WOODS �� / / �;�_�-�k�`-�r�`-�-' F ��.�`'`��`r�� eo� o� so� � Qp ��-� v=so �� s 3 � : `--- 1@ 15'-7" X 10'-2" CASPPA SURFACE WATER IMPACTS 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 13+00 -L- 1@ 15'-7" X 10'-2" CASPPA < 0.01 18 Bank Stabilization 0.01 < 0.01 27 43 TOTALS*: 0.02 < 0.01 45 43 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24