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Home My WebLink About20170198 Ver 1_B-5679 Final stream permit drawings_20170216� � •� � V � � O V See Sheet 9A For Index of Sheets See Sheet 9B For Conventlonol Symbols SR 13R�1 T�LEBE ✓ ��I°1� C�1F 1��1��II�� IIE��II�II1��'� ��1I��[�� '��F ll��[�'�.,�'�� T�A11lCE CO U11lTY LOCATION: BRIDGE 1110. 70 OVER FLAT CREEK 0111 SR 1326 (KELLY RD.) TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG, A11tD STRUCTURE BEGIN TlP PROJECT 8-5679 -L- POC STA10+50.00 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � � ��, �� BEG� �h -L- POT� F F�.. ��EK �� PERMIT DRAWING SHEET OF - _— SRS 2011 NA� 83iN l a�� ---------,� �- �a � E:�� r� t� ,�' ��::�::��, ��,�'��:�.___��,, �:;�� :��;��t��:�-.��" ---_- _m___-��..��---------- .��e� ��:��4�Q� ��,�:;P.� �_��t��...___- END TlP PROJECT -L- POT STA20�H TO SR 1329 (STAGECOACH RD) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared an tae o�,�e5 of� �nnauLres E�vcINEEx 50 25 0 50 100 LENGTH ROADWAY TIP PROJECT B-5679 = 0.161 mi. �� E�' V f� � T � ,,'�' "�� p ADT = 940 � � � �� E<�� ECOLOGICAL �� V= 50 MPH LENGTH STRUCTURES TIP PROJECT B-5679 = 0.019 mi. 3'e�" �°° ��_� ENCINEERING �� °�� PLANS — 2012 STANDAXD SPECIFICATIONS .� � CLASS = RURAL TOTAL LENGTH TIP PROJECT B-5679 - 0.180 mi. Y.t. LOCAL RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNATURE: � � 50 25 0 50 100 � � SEPTEMBER 23, 2016 rao�Ecr exciNSEa ROADWAY DESIGN ENGINEER �,� � SUBREGIONAL TIER PROFILE (HORIZONTAL) RlGHT OF WAY MICHAEL BURNS, EI ��.��. ��.�� COMPLETE: PROJECT DES7GN ENGINEER �yg p�� 10 5 0 10 20 LETTING DATE: LISA GILCHRIST, EI NCDOT CONTACT �,E PROFILE (VERTICAL) JUNE 9.2017 sicxnruxs: �- e, � Pl Sta /0-f69.22 Pi sta i2+n.si °' �= B' 40' 275' (RT) 0= 25 /2' 0/.9' (RT) D= E l6' 38.4' D= 9' 32' 575' L = 138J8' L = 274.37' T = 6922' T = /39.63' R = 9/274' R = 600.00' RUNOFF = l00' II $e = 'i� Vo = 40 MPH Q� DETAIL 1 BANK SiABILIZATION �Ho��o s<oie� 3.0'min. 2.0' Nw5 GEOTEXTILE � iype ofL'iner= CLA55 IIRIPRAP FROM STA 15+59 TO STA 15+76 -L- DETAIL 2 TOE PROTECTION ,� ��o s�o�e� F�o�ta� G��ral 1� ;�5�°�e ound , y , F I.. . � d 6= 3.0 F. Georex�ile Type of Liner= CLP.SS B RIPkAP FROM STA. 13+50 TO STA. 15+35 -L- RT FROM STA. 16+53 TO STA. 19+75 -L- LT PERMIT DRAWING SHEET OF _ — NSRS 2��1 � AD 83/ PROIECT REFERENCE NO B-5679 :OADWAY DESIGN ENGINEER SHEET NO. IYDRAULC S ENGINEER ; i�� ::;'4 s�,r^"o, ; """"`"'`°`"T ��ECOLOGICAL i. i U�r,Nc;wr:H:�iNc JMENT NOT CONSIDERED FINAL iS ALL SIGNATURES COMPLETED 0' 100' 0' S0' � DENOTES MECHANIZED CLEARING � DENOTES FILL IN WETLAND � � � � � � � � � � � E E F� E E�� E E�' � ��'� � �*� � �c�� E �E �E �E �E �E �E �E �E.�E �E�� O `� `� IY `� `� `� `� IY `� _I � � � � `� `� `� `� � � `� `.� `� 7 Y� `� ��9 -s � � � `F � �E �E � �E �E �E �E �E �E � ��E � �E � � �E�E ,, j'� \\ . � �, o — J J SR 132� I�LLY �,,) c�BST , � J o I �n SITE 2 NOTE: THE CONTRACTOR MUST COMPLETELY REMOVE ALL EXISTING AND OLDER TIMBER PILES. FOR -L- PROFILE,SEE SHEET 5 FOR STRUCTURE PGWS.SEE SHEETS 5-ITHRU S-/6 �- e, � Pl Sta /0-f69.22 Pi sta i2+n.si °' �= B' 40' 275' (RT) 0= 25 /2' 0/.9' (RT) D= E l6' 38.4' D= 9' 32' 575' L = 138J8' L = 274.37' T = 6922' T = /39.63' R = 9/274' R = 600.00' RUNOFF = l00' II $e = 'i� Vo = 40 MPH Q� DETAIL 1 BANK SiABILIZATION �Ho��o s<oie� 3.0'min. 2.0' Nw5 GEOTEXTILE � iype ofL'iner= CLA55 IIRIPRAP FROM STA 15+59 TO STA 15+76 -L- DETAIL 2 TOE PROTECTION ,� ��o s�o�e� F�o�ta� G��ral 1� ;�5�°�e ound , y , F I.. . � d 6= 3.0 F. Georex�ile Type of Liner= CLP.SS B RIPkAP FROM STA. 13+50 TO STA. 15+35 -L- RT FROM STA. 16+53 TO STA. 19+75 -L- LT PERMIT DRAWING SHEET OF _ — NSRS 2��1 � AD 83/ PROIECT REFERENCE NO. SHEET NO. B-5679 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ; i�� ::;'4 s�,r^"o, ; """"`"'`°`"T ��ECOLOGICAL i. i U�r,Nc;wr:H:�iNc JMENT NOT CONSIDERED FINAL iS ALL SIGNATURES COMPLETED 0' 100' 0' S0' � DENOTES MECHANIZED CLEARING � DENOTES FILL IN WETLAND �. � � � � � � � � � � f E F� E E� � E E�' � ✓ �'� � �*� � �Jc�i� � �� E �E �E �E �E �E �E �E �E.�E �E�� Y � � � `� �Y � _ � � � � � � � � � � � 7 � � � SITE 2 � / �W�z � � � �� E �E � ��E � �3E � � � ;jr. �E�iE � � ,;�'_ �\ � �-, � _ _ �, � SR I_3_2� ,I�LLY �) c�BST , � .� � � i/1 NOTE: THE CONTRACTOR MUST COMPLETELY REMOVE ALL EXISTING AND OLDER TIMBER PILES. FOR -L- PROFILE,SEE SHEET 5 FOR STRUCTURE PGWS.SEE SHEETS 5-ITHRU S-/6 WETLAND PERMIT IMPACT 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 15+62 TO 15+76 -L- 1@100'; 39" BOX BEAM BANK STABILIZATION < 0.01 69 2 16+14 TO 20+00 -L- 1@100'; 39" BOX BEAM 0.06 0.13 TOTALS*: 0.06 0.13 < 0.01 69 0 0 *Rounded totals are sum of actual impacts NOTES: � k 11�;11�� <14' North Carolina Department of Transportation SL[?1'llitYcl�PP � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 45634.1.1 TIP No.: B-5679 County(ies): Vance Page 1 of 1 General Project Information WBS Element: 45634.1.1 TIP Number: B-5679 Project Type: Bridge Replacement Date: 6/30/2016 NCDOT Contact: Galen Cail Contractor / Designer: Reid B. Robol, PE Address: 1020 Birch Ridge Road Address: 1151 SE Cary Pkwy Raleigh 27610 Cary, NC 26518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: rrobol ecolo icalen .com Cit ITown: Count ies : Vance River Basin s: Roanoke CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.18 Surroundin Land Use: forested, rural residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.6 ac. 0.5 ac. Typical Cross Section Description: two 11' lanes with 4'-5" paved shoulders with a bridge out to out width of 33' and a length two 10' lanes with 5.." paved shoulders with a bridge out to out width of 30' and bridge of 100'. length of 90'. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 940 Year: Existin : 940 Year: 2012 General Project Narrative: State project B-5679 involves the replacement of the existing NCDOT bridge #900070 on SR 1326 over Flat Creek. Bridge #900070 consists of 1@30'-4", 1@30'-0", 1@30'-4" (Description of Minimization of Water pre-stressed concrete channels on concrete caps on timber piles. The proposed crossing is located Zone AE of FIRM Map number 3720196600J and was studied by "Limited Quality Impacts) Detail" methods. One stormwater outfall is proposed which will be placed at a distance tro minimize disturbance to the adjacent stream. A rip rap pad will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbody Information Surface Water Body (1): Flat Creek NCDWR Stream Index No.: 23-8-5 NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A 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)