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Home My WebLink About20180221 Ver 1_Shock Overton Permit Package_20180216� �j�� . Norch Carolina Department of Transportation 5 tt �rn itivax�e I ., . ._ Highway Stormwater Program �;1' STORMWATER MANAGEMENT PLAN -_ - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.S.C.04 TIP No.: County(ies): Granville Page 1 of 1 General Project Information WBS Element: 17BP.5.C.04 TIP Number: Project T pe: Other Date: 2/1/2018 NCDOT Contact: Galen Cail Contractor / Desi ner: Brandon T. Barham Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: bbarham ecolo icalen .com Cit ITown: Count ies : Granville River Basin s: Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.043 Miles Surroundin Land Use: Rural area with forest and agricultural land uses Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.2 ac. 0.1 ac. Typical Cross Section Description: 2@ 11' lanes with a 3' shoulder width 2@ 10' lanes with a 0.5' shoulder width Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 660 Year: 2025 Existin : 660 Year: 2015 General Project Narrative: State Project 176P.5.C.04 involves the replacement of the existing NCDOT Pipe Culvert on SR 1160 (Shock Overton Rd) over Cattail Creek. The Pipe Culvert consists of 2@ (Description of Minimization of Water 72" CMPs. The proposed culvert will be 1@ 16'-6" x 11'-0" Aluminum CSPPA with a headwall and endwall. The proposed culvert is not in a FEMA regulated zone. The Quality Impacts) proposed culvert will maintain or improve the existing level of service for the 100 YR event. Waterbody Information Surface Water Body (1): Cattail Creek NCDWR Stream Index No.: 28-8 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico 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 � � O V See Sheet fA For Index of Sheets See Sheet 98 For Conventlonal Symbols CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. S�'s��'I� ��IE�" � ��I'IH� (��'��1I�,1� ��; �� I ? ��1�'��`,� �� I��.II��5 GRAI�T�ILLE CO U1�TY LOCATI011L• NON-I11lVENTORY PIPE AT CATTAIL CREEK 01V SR 1160(SHOCK OVERTON RD.) TYPE OF WORK DRAINAGE AND PAVING BUFFER IMPACTS PERMIT BUFFER DRAWING SHEET 1 OF 3 0 N � 2 � oQ � GRAAHIC SCALES DESIGN DATA PROJECT LE11iGTH Prepared ;n tne ofJices oJ.� HyDRAULICS ENGINEER 20 l0 0 20 40 LENGTH ROADWAY STATE PROJECT 176P.5.C.04 = 0.043 mi. �� T E� �� R T � � V �� A V= 50oMPH LENGTH STRUCTURES STATE PROJECT 17BP.5.C.04 = 0.000 mi. ;�;� �;_� "' ., ECOLOGICAL @�� ENGINEERING �� '�� PLANS — a � CLASS — RURAL TOTAL LENGTH STATE PROJECT 176P.5.C.04 — 0.043 illl. 20l2 STANDARD SPECIFICATIONS � � r.t. � s LOCAL RIGHT OF WAY DATE: ANDY YOUNG. PE s�r.NazunE: � 50 25 0 50 100 � � SUBREGIONAL TIER DEC. 8, 2017 rxo�scr excrhEsx �� ROADWAY DESIGN PROFILE (HORIZONTAL) RIGHT OF WAY BILL BOLLMAN ENGINEER ��.�� COMPLETE: PROJECT DESIGN ENGINEER �� qW�� 5 � �0 20 LETTING DATE: LISA GILCHRIST, EI NCUOT CONTACT P.E. PROFILE (VERTICAL) MAY 30, 2018 srcuAz�ns: Z 0 > � Pl Sta 12+64.92 �= 0° l3' 12.0" l RT ) D = 0° 36' 11.2" L = 36.48' T = 18.24' R = 9,500.00' SE = NC BZ 2 IMPACT 2 2 0' 0' 4 0' x X�XX ALLOWABLE IMPACTS ZONE 1 GRAPHIC SCALE �� ALLOWABLE IMPACTS ZON E 2 I O� O� 2 O� GRAPHIC SCALE BMI � L I@16'-6" x II'-0" ALUMINUM CSPPA W/ HW & EW O CLASS II RIP RAP EST 15 I ONS i i i N `m' N �'� 00 '�'='� N � m �� I SITE 2 � �'�O 8�N � �0 I� �� N�ESAS175I TONS AP m I 20 10 0 20 40 SCALE PROIECT REFERENCE NO l7BP.5.C.04 '.OADWAY DESIGN ENGINEER � ;T€,�� SHEET NO. imw,u�� s ENGINEER � . _� „�, �iE�OI�OGIR�Nc BUFFER DRAWING SHEET 2 OF 3 FOR —L— PROFILE, SEE SHEET 5 -. . -. . ., � . . • '• •• '• , �� 0 e . . � � � � -0-��__--- 0 e . . � � " -0-��__--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- - ---_____--- � -�� Rev. May 2006 � � •� � V � � O V See Sheet fA For Index of Sheets See Sheet 98 For Conventlonal Symbols CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. S�'s��'I� ��IE�" � ��I'IH� (��'��1I�,1� ��; �� I ? ��1�'��`,� �� I��.II��5 GRAI�T�ILLE CO U1�TY PERMIT DRAWING LOCATI011L• NON-I11lVENTORY PIPE AT CATTAIL CREEK S H E ET 1 O F 4 01V SR 1160(SHOCK OVERTON RD.) TYPE OF WORK DRAINAGE AND PAVING 0 N � 2 � WETLAND AND SURFACE WATER IMPACTS PERMIT oQ � GRAAHIC SCALES DESIGN DATA PROJECT LE11iGTH Prepared ;n tne ofJices oJ.� HyDRAULICS ENGINEER 20 l0 0 20 40 LENGTH ROADWAY STATE PROJECT 176P.5.C.04 = 0.043 mi. �� T E� �� R T � � V �� A V= 50oMPH LENGTH STRUCTURES STATE PROJECT 17BP.5.C.04 = 0.000 mi. ;�;� �;_� "' ., ECOLOGICAL @�� ENGINEERING �� '�� PLANS — a � CLASS — RURAL TOTAL LENGTH STATE PROJECT 176P.5.C.04 — 0.043 illl. 20l2 STANDARD SPECIFICATIONS � � r.t. � s LOCAL RIGHT OF WAY DATE: ANDY YOUNG. PE s�r.NazunE: � 50 25 0 50 100 � � SUBREGIONAL TIER DEC. 8, 2017 rxo�scr excrhEsx �� ROADWAY DESIGN PROFILE (HORIZONTAL) RIGHT OF WAY BILL BOLLMAN ENGINEER ��.�� COMPLETE: PROJECT DESIGN ENGINEER �� qW�� 5 � �0 20 LETTING DATE: LISA GILCHRIST, EI NCUOT CONTACT P.E. PROFILE (VERTICAL) MAY 30, 2018 srcuAz�ns: Z 0 � Pl Sta 12+64.92 �= 0° l3' 12.0" l RT ) D = 0° 36' 11.2" L = 36.48' T = 18.24' R = 9,500.00' SE = NC 2 �u� BMI � L I@16'-6" x II'-0" ALUMINUM CSPPA W/ HW & EW O 2 0' 0' 4 0' GRAPHIC SCALE I 0' 0' 2 0' INSET SCALE CLASS II RIP RAP EST 15 I ONS i i i N `m' N �'� 00 '�'='� N `� h m �.f I SITE 2 �'�O 8�N � �0 �� >> J��„� �v�ES�T�l75� TONS AP m I PROIECT REFERENCE NO. SHEET NO. 20 10 0 20 40 /7BP.5.C.04 4 ROADWAY DESIGN HYDRAULICS SCALE ENGINEER ENGINEER ;� � °�' �ECOLOGICAL � i � ``� ": I ��I'NGINFI RING PERMIT DRAWING SHEET 2 OF 4 �DENOTES IMPACTS IN SURFACE WATER O � DENOTES TEMPORARY IMPACTS IN SURFACE WATER FOR -L- PROFILE, SEE SHEET 5 N Z 0 � Pl Sta 12+64.92 �= 0° l3' 12.0" l RT ) D = 0° 36' 11.2" L = 36.48' T = 18.24' R = 9,500.00' SE = NC �' � _ �� .�_,/'_ . LS '� . � � \ BMI _ L I@16'-6" x ll'-0" ALUMINUM CSPPA W/ HW & EW / O 2 0' 0' 4 0' GRAPHIC SCALE I 0' 0' 2 0' INSET SCALE CLASS II RIP RAP EST 15 TONS \ � I N '— N N m '��' �'�O 8�N � �0 _�� >> 2O �O O ZO 4O PROIECT REFERENCE NO l7BP.5.C.04 ROADWAY DESIGN SCALE ENGINEER � ;r�,,�„,, SHEET NO. 4 IYDRAULICS ENGINEER � . _� „�, �iE�OJ�OGIR�Nc �J PERMIT DRAWING � SHEET 3 OF 4 �DENOTES IMPACTS IN SURFACE WATER O � DENOTES TEMPORARY � � IMPACTS IN SURFACE WATER ,\ �,\ _ � �� `� v � ; � � > >, �� - //�� , �, o J CJJ J`7' VJ.`t L ;-� ; c�l X O w _ — — � � \_\ — �__\\ �'\ .. \ i;�f4� R/W� �_ — J`<' _ �. 1 � , , � -` 1�_, � �' TAP R -� , " _��L� � � �r J `,, ,, T RIGHT �� - _ - �_ � - _ � � �`\ � I � � ` � CLA,SS �II RI�, RAP '� � � EST 175' TOMS � I , / ;� �; � �_ I I I I I FOR -L- PROFILE, SEE SHEET 5 WETLAND AND SURACE WATER IMPACTS 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 12+71/12+84 -L- LT 1@16'-6"X11'-0" ALUM. CSPPA < 0.01 < 0.01 13 8 2 12+40/12+69 -L- RT 1@16'-6"X11'-0" ALUM. CSPPA 0.03 < 0.01 56 12 TOTALS': 0.03 < 0.01 69 20 0 'Rounded totals are sum of actual impacts NOTES: zo,s os os Perm. SW Temp. SW Impact (sq. Impacts (sq. ft.) ft.) Site 1 132 84 Site 2 1381 290 Total 1513 374