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HomeMy WebLinkAbout20190142 Ver 1_SF_000164_hyd_wet_04162018 (2)_20190130� a-:. :y. i 1i�;h��r�l�T North Carolina Department of Transportation �� :Sti]T�174Y:��F`l�' Highway Stormwater Program y STORMWATER MANAGEMENT PLAN �`"` „''�F �� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.7.R.106 TIP No.: County(ies): Alamance Page 1 of 1 General Project Information WBS Element: 17BP.7.R.106 TIP Number: Pro'ect T pe: Brid e Re lacement Date: 10/10/2018 NCDOT Contact: Galen Cail Contractor / Desi ner: David Holmes Address: 1020 Birch Ridge Address: 1020 Birch Ridge Raleigh, NC 27610 Raleigh, NC 27610 Phone: 919 707-6711 Phone: 919 707-6715 Email: cail ncdot. ov Email: dkholmes ncdot. ov Cit ITown: Burlin ton Count ies : Alamance River Basin s: Ca e Fear CAMA Count ? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 900ft Surroundin Land Use: Rural Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.4 ac. 0.2 ac. Typical Cross Section Description: Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: Year: Existin : 2100 Year: 2013 General Project Narrative: Bridge 000164 is located on SR 1113 in Alamance County. The existing crossing over North Prong Stinking Quarter Creek on SR 1113 (Kimesville Rd.) is a 4 span (1 @ 25', 1 (Description of Minimization of Water @ 25', 1@45', 1@25' - total length 121') reinforced concrete deck on I-beams with reinforced concrete caps on timber piles, and sits at a 60 degree skew. The proposed Quality Impacts) structure is a 2 span, RC deck on box beam structure (1 @ 35'; 1@ 100'), with a 135' total length. This new bridge will sit at a 60 degree skew on 4.0' high end bent caps, with proposed 3' wide drilled shaft piles and 42" high concrete bridge barrier rail. The bridge opening will increase from 906 sq. ft. to 1211 sq. ft. The north stream bank will be armored with class II rip rap for bank stabilization. The existing stable ditches will be maintained. PSRM toe protection will be utilized on north-west, and south east ditches protect the fill slope. The proposed project drainage systems include 2 outlet pipes, north-west and south west of the bridge respectively. The north-west system outlet discharges 0.6 cfs outside the buffer area, and sheet flows to the existing outfall. The south-west system outlet discharges 2 cfs outside the buffer area, and sheet flows to existing outfall. �` . �iA�' _, _ Surface Water Body (7): North Prong Stinking Quarter Creek NCDWR Stream Index No.: 16-19-8-1 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Jordan Lake Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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 justification in the General Project Narrative) General Project Narrative) � , � ; o ; � , N � � ; � ; � � , -� ; m ; o ; � , C ; E : Q : o � C � : � , o C , C1 �n N O � .0 ' O � � � � 'O N � O � � . � . � � •� � _ NAD $ NA 2��� PERMIT DRAWI NG SHEET 1 OF 6 ��ayo �o s �,Q� '�' ,,�> ti� � o,�J •�� .�`` `` \�- END BRIDGE '-L - Sto.16+48.37 �� �� i� i� i� _i� � 1`'/ __ -------- � BEGIN PROJECT l7BP.7„R —L — POC Sto. 11+50A0 __ ------- SR lll3 � BEGIN APPROACH SLAB -L - Sto.14+99.93 � • s � ` �5�... � / � END APPROACH SLAB �y � -L- Sto.16+59.07 � \ � �, \ `��s�... ` � ��s ` Z/ \ �� �l '�S ` \ ` �)y" . \ \ / ✓ TO N� 62 END PROJECT l7BP.7.R�106 -L - POT Sto. 20 +50r00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DESIG11l DATA /�w rti� vI � � C� ►�d ��1 O R Tg C 9�0 �� `� � z O ti~� ��FI TR% \ ADT 2011 = 2000 �� \ s` '�S BEGIN BRIDGE\... ���'f'�i,y °•p�. -L - Sto. l5 +10�63 �,S ��.oG�•o,Qo \... �\��'F,�tic \,S `c•pFF �, `� '�S \ _, _ �s . PROJECT LE11tGTH LENGTH ROADWAY TIP PROJECT ADT 2 02 5= 4000 V = 55 MPH SUB REGIONAL TIER MAJOR COLLECTOR � " I � . �� " I � I �: ��) I �� \ ��> I'� " I � IiI � — . �� I'< <�� I . I \ . -� II�I �� I�I��>\� ��)I�� I—I I� 1 I—I ���.�� �"� TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE LENGTH STRUCTURE TIP PROJECT TOTAL LENGTH TIP PROJECT � 0.144 MI LES 0.02 6 MI LES 0.170 MI LES Prepored in the Offlce of Mott MocD�ono/d for DI T�ISI011t 7 11IORTH CAROLINA DEPARTMENT OF TRA11lSPORTATION 2018 STANDARD SPECIFICATIONS TIM JORDAN PE LETTIIVG DATE: PROJECT E1VGI11IEER GALEN CAIL PE HYDRAULICS ENGINEER 11lCDOT C011lTACT: TIM POWERS, PE DIVISION BRIDGE PROGRAM MANAGER PLA1�S PREPARED B Y: M PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 MOTT (919) 552-2254 (Fax) MACDONALD www.mottmac.com LICENSE 1110. F-0669 LOCATION: BRIDGE NO. 164 OVER NORTH PRONG STINKING QUARTER CREEK ON SR 1113 (KIMESVILLE ROAD) WETLAN D AN D SU RFACE WATER IMPACTS PERMIT STATB STATB PROJBCT REPBRENCE NQ 8H�' 7'G7'AL NO: 8HB67'8 �o�o n���o�o�on�� n BTATB PROJBCT NQ R A. PROJ. N0. 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HYDRAU LICS ENGINEER MOTf MACDONALD I& E, LLC I HDR ENGINEERING LICENSE NO. F-0669 LICENSE NO. F-0116 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the �/� OfFice of: 11/1 M PO Box 700 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.com ���HDR Engineering, Inc. of the Carolinas 555 Fayetteville St, Suite 900 Raleigh, N.C. 27601 N.C.B.E.L.S. License Number: F-0116 ' % � �� �� I / `� � � ' � ' � `s \ ��� I Q'`����'� � ��-' � � -5�a��% VERTICAL SCALE HORIZONTAL SCALE , � `-����`� � � ( � � I i � �sj �� � � ,���� � =���'- � �' � 4 �, ,Q, z�, Q z�, 5�, � � � ��� � � � ) � , � � � � o.� —_= 6 _ -- _ _ -- � - � J ..... 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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) (tt) (ft) 1 15+93 To 16+41 Bank Stabilization 0.03 <.01 98.0 20.0 TOTALS: 0.03 <.01 98.0 20.0 NOTES: �