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Home My WebLink About20160111 Ver 1_Application_20160203Low/Minimal Impact Bridge Project Data Sheet TIP NO WBS Element No. County Bridae Number Description Basin Classification Stream SIN Type Size (width & depth) Type Existing Structure Size Suff. Rating Proposed Structure Type SIZ2 (lengthxwidth out-out) Stream USACE Impacts (LF) NCDWQ Impacts (LF) USACE Impacts (AC) Wetlands Non 404 Impacts (AC) CAMA Imnacts (SFl State Stormwater Permit Required (Y/N) Habitat T&E Species Present Bio Conclusion Moratorium Type Dates Native/Hatchery Trout Waters Trout Species Present Trout Conditions (Y/N) WRC Reviewer CAMA AECs Essential Fish Habitat (y/n) Nav. Opening USCG Permit Historic Properties Archaeological Resources Tribal Lands 4(f) Resources 6(f) [LWCF] Resources Wild and Scenic River Federal Lands TVA Area FEMA Buyout FEMA Flood Study USTs Haz Mats Relocatees Location LAT LONG Project Comments Completed by: Lead Engineer, Date Division Environmental Officer, Date 2/3/2016 17BP.3.R.43 Sampson 810013 Replace Bridge 810013 on SR 1147 (Mt. Gilead Church Road) over Crane Creek Cape Fear C; Sw 18-68-02-12 Perennial 40x8 Reinforced concrete deck 2@18'-5" 26.11 Cored Slab 1@45'-0", 1@35'-0", 21 ", 33' total width 64 0 0.02 0 0 No No No Yes (wood stork) None May affect, not likely to adversely affect No No None No No No NCDOT Review NCDOT Review No No No No No No No No No No 34.91170 -78.26319 �respondence from USFWS regarding wood rk is attached. D RAFT Pat McCory Governor Q�� NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Tom Reeder John Skvarla, III Director Secretary Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: B- County Sampson Bridge No._810013_ over _Crane Creek_WBS Element Number _17BP.3.R.43_ This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date:_January 27, 2016 Applicant Name: NCDOT Highwav Division 3 Applicant Address: 5501 Barbados Blvd. Castle Havne, NC 28429 Primary Contact for Project: Stonev Mathis Phone No.: 910-341-2000 Is this an after-the-fact application: Yes X No River Basin: Cape Fear Stream Classification: C;Sw Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #�$83and/or Buffer Authorization Local: None Project Description — This section shall include a description of the existing and proposed bridges, any stormwater management BMPs utilized to meet diffuse flow or treatment prior to discharge, existing and proposed stream/wetland/open water impacts, buffer impacts by impact type (road fill, bridging, etc.), drawings of the proposed project and impacts. Additional pages may be attached. .�A+��Sp.� �r �dQQ �3 � .f�fe p2tM,f� i��k�e . Brt�d,yQ I'e�tqCC�^'+Qin� �7✓'O 1C� . ✓ J T ✓ � ✓ Signature: Print Name: f'k��QWa �l i�Gt -� ��s Titfe: �_ �'� r,�o`� �Rv; �o�,,,,,,eri-�,l 0-Ff►ce� Transportation Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 Location: 512 N Salisbury St., Raleigh, North Carolina Phone: 919-707-87841 FAX: 919-733-1290 Intemet: http:/lportal.ncdenr.orglweb/wq An Equal Opportunity 1 Affirmative Action Employer Onc NorthCarolina �atlrr�tllJ Hi�;hWay North Carolina Department of Transportation � Stormw�ter � ,,,,,.,,�,,, Highway Stormwater Program a-..��;� STORMWATER MANAGEMENT PLAN -- (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.3.R.43 TIP No.: County(ies): Sampson Page 1 of 3 General Project Information WBS Element: 17BP.3.R.43 TIP Number: Project Type: Bridge Replacement Date: 9/24/2015 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor / Designer: HNTB North Carolina, P.C. Address: 4901 Trademark Dr. Address: 343 E. Six Forks Road Raleigh, NC 27610 Suite 200 Ralei h, NC 27609 Phone: 919 212-1760 Phone: 919 424-0437 Email: rturnbull@esinc.cc Email: 'ab rd@hntb.com Cit /Town: Clinton Count (ies : Sam son River Basin(s): Ca e Fear CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet): 0.117 miles Surroundin Land Use: Agriculture / Rural Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2- 11' asphalt paved lanes with 2' paved shoulders & grassed shoulders. 2- 10' asphalt paved lanes with grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1060 Year: 2033 Existin : 530 Year: 2013 General Project Narrative: The proposed project involves the replacement of Sampson County Bridge No. 810013 over Crane Creek on SR 1147 (Mt. Gilead Church Rd.) The existing bridge consists of 2 (Description of Minimization of Water @ 18' - 5" reinforced concrete deck spans on steel 'I' Beams. The proposed bridge is a 1@ 45' - 0", 1 Qa 35' - 0", 21" Cored Slab Bridge with a total width of 33' at the same Quality Impacts) location. The project also includes 0.10 miles of roadway improvements. There are no existing stormwater facilities on this project other than grass swales on the west side of the stream. The proposed project utilizes a'V' ditch in the same quadrents that outlets into the wetlands via variable width base ditches at 0% grade to reduce velocities. Also since deck drains are not proposed on this project all storm water from the bridge and approach slabs will be collected by a storm drainage system. The system will discharge at the base of the fill slope into a Class 'B' riprap pad @-L- Sta. 16+25.5 (LT). Waterbod Information Surface Water Body (1): Crane Creek NCDWR Stream Index No.: 18-68-02-12 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Sup iemental Classification: Swam Waters (Sw) Other Stream Ciassification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Brid e S anning Water Bod ? Yes Deck Drains Dischar e Over Buffer? N/A Dissi ator 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) Hl� hWa North Carolina Department of Transportation � �StOYY lWc`lt�i � , „ .,�.,, Highway Stormwater Program � �' STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.3.R.43 TIP No.: Count (ies): Sam son Pa e 2 of 3 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Pro'ects Bod it H:1 H:1 ac ft ft % cfs (fps) (cfs f s Used Buffer Rules? 4 -L- 14+20 LT (1)Crane 0.0 3.0 3.0 2.2 220 290 3.76% 4.2 3.0 5.5 3.2 No No 34.91/78.26 Creek -L- 15+19 RT (1)Crane 0.0 3.0 3.0 2.5 250 263 3.62% 5.8 3.2 7.6 3.5 No No 34.91 / 78.26 Creek Additional Comments H' ilwd North Carolina Department of Transportation �� StOYmwater Highway Stormwater Program � �• STORMWATER MANAGEMENT P�AN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: County ies): Sam son Pa e 3 of 3 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 Ty e Ri ra T e (ac) Structure (in) (cfs) (f s) Buffer Rules? 4 -L- 16+25.5 LT (1)Crane Riprap Apron / Pad Class 'B' 0.1 Pipe 15 0.4 0.5 N/A 34.91 / -78.26 Creek 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. Z O > � 6 � � O W2 PERMANENT WETLAND IMPACTS = <0.01 Ac /212 SF HAND CLEARING IN WETLANDS = 0.00 Ac /0 SF PERMANENT STREAM IMPACTS = 0 LF TEMPORARY STREAM IMPACTS = 0 LF LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES MECHANIZED . . . . CLEARING k �DENOTES HAND - .__ CLEARING '--- - //��.� � �ENOTES FILL IN ��'-7.e'.-(tiv� WETLAND ` .. I ► ! �- �DENOTES EXCAVATION � � I I_ IN WETLAND �� -�� .. �-� _____-... � � DETAIL A $PECIAL LATERAL 'V' DITCH � No io Smle� � . �� F,� o. ��a 3.� F�o"a` `sioc� D � Min.D= 1.0 Ft. FROM -L- $TA. 11+50 TO $TA. 14+00 lT FROM -L- STA.12+56 TO STA. 15+00 RT DETAIL B VAR. WIDTH LATERAL BASE DITCH I �o� �o s<oiel - vai Graund 3:l p 3Fpt�e� 51oPe 8 Min. D=1.0 TO 0.0 Ft. B= 0.0 TO 8.0 Ft. FROM -L- STA.14+00 TO STA. 14+20 LT FROM -L- STA. 15+00 TO STA. 15+19 RT 110 100 90 80 70 �� 60 � F - 50 � a �� -� �� o,� WETLAND & STREAM SCALE 1"=40' \� ✓ T CARL C. BASS * S OB 675 PG 430 * k J � BEG�N / END SAFETY FENCE � i � . � -L- STA.14+25 fL7l ,,� .-�,� SPECIAL LAT.'V' DITCH ` -~� SEE DETAIL A �� warrtE enRRrEa VAR. WIDTH SPECIAL LA ASE DITCH CLASS 'B' RIP-RAP S E DETAIL B EST. 1 TON EST.S SYGF SPECIAL �.4T.'V' DITCH SEE DETAIL A DETAIL C BANK STABILIZATION � No� �o scaie7 �Top o(Bonk SFT (min) Proposed- -1.SFt Grovnd line Exis�ing Abutmen� � � Type of Lincr- 40 TONS. Class ' II' Rip-Rop FROM -L- $TA.75-35 TO STA.75+50 FROM -L- STA.15-80 TO STA. 75-95 �l C� N T B NC1ei9ense�NohoCai55anaS2760920o EGIN / EPID SAFEiY FENC£ L- STAJf3r00 ILTI ^ IN W 0 Z PROIECT REFERENCE NO. SHEET NO. 77BP.3.R.43 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CL 55 'B' RIP-RAP -TT-`T ' , � . '�' '�" � � . EST. 5 TONS �, x { -� � -� i . . W� - esr. sv�F `\ v is" RCP-ui � � ,y � � ,� w � PERMANENT WETLAND IMPACTS = <0.07 Ac /220 SF � � � � >y � w w�s- � HAND CLEARING IN WETLANDS = <0.01 Ac /209 SF � � , + � i �p �, � � � � � � �,fE,�s� �P�� PERMANENT STREAM IMPACTS = 0 LF 1 � � _ ` f u x x � „ �= o �`, TEMPORARY STREAM IMPACTS 64 LF .�. .0 x . � �� o � � ,''�, . : . , _ . . ; :� .. I : . :. ., -. -. . x. �. ,u._. �` . J v „ VAR. WIDTH SPECIAL L4T. BASE DITCH SEE OETAII 8 CLASS '8' RIP-RAP '>T. 5 TONS T. 12 SYGf BEGIN / END SAFETr FENCE TURBIDI7Y -L- STAlS+19 lRTI CUR7AlN l7YP.1 WATTLE BARRIER W3 PERMANENT WETLAND IMPACTS = <0.01 Ac /169 SF HAND CLEARING IN WETLANDS = 0.0 Ac /0 SF PERMANENT STREAM IMPACTS = 0 lF TEMPORARY STREAM IMPACTS = 0 LF - �' _- -; . � � � „�. __.. .. _ -,,,.i � �,� _� . � _- � ,..�� -� � 0401 .. i�� '' � 1� � � / weT , �� G �� y - � x i �. � -1� �. � x -� � �� - u _ � _ - - ' ° ' � � � �BEGIN / END SAFETY FENCE '- � - _, p ... - , _ _ �.. _ _ -� w -' -L- STA18+00 lRTJ . .�yY ' SCAlE' ' j OO � �1"=40' '� � TEMP.SHORING i � ` �-r- MICHAEL D. BA55 BANK STABILIZATION/ ET UX I� SEE DETAIL C F �� DB 1915 PG 166 � ��,r,� / MB 89 PG IS -7'r'��/ W4 PERMANENT WETLAND IMPACTS = 0.00 Ac /0 SF HAND CLEARING IN WETLANDS = 0.0 Ac /0 SF PERMANENT STREAM IMPACTS = 0 LF TEMPORARY STREAM IMPACTS = 0 LF END SBG -L- STA 15+7 BEGIN SBG -L- STA 74+96.65 � MATERIAL TO BE REMOVED �r�� '��{ '�� -- - - �T .,: '', , -- - � PROFILE � � � � � � � �, � � �, �, � �, � �, �: BM 134 BEGIN GRADE � ELEV. = 91.44 L STA 11 80 0 END VAR WIOTH RR SPIKE IN SWEET GUM GRAU 350 - - + .0 . : i -- - i i i BEGIN SPECIAL E�Ev. = 1o2.os LAT.BASE LAT.'V' DITCH fLTJ e J � � � � � � � DITCH (LTJ Pl =14+20.00 _ END GRADE Pl =ll+5p Pl =12+00.00 fLT! EI=90.50 ,,', , -L- STA 18+00.00 _ EI=101.05 E1=98.40 ELEv. = 90.70 � - .- : PI = 14+90.00 � - END SPECIAL EL - 92.26' _ LAT.'V' DITCH (LT1 VC = 620' BEGIN VAR.WIOTH K= 233 �� , ', ' � ', � � ' , � � LAT.BASE DITCH (LTJ V = 80+ MPH ' ' ; ' , --- -- ' ' , ' ' ' , ' , ' ' , " -� Pl =14+00.00 - �� ,�� EI=9050 ws E�.= s-r.i i-'n'-�� -I�-n'-�-I-I �-I-I-I I T .-�� -T�-I-I '�-I- -I�, Tr-I-I-IT � : �� .._.._. ar�r--___ , i_ (-J3.� , i i i S..j�n�., � SURVEY 6-II-iS� � "�(./' ..'.,_ _ �_�2.62.��'---_� _ �-l'3.jS�0% � ' -._.. ------- .. .. r-13.62OOi - - - Pl =I4+50AO�RT! E1=909/ END SPECIAL BEGIN SPECIAL LAT.'V' DITCH (RT! LAT.'V' BEGIN VAR.WIOTN DITCH (RTI LAT.BASE DITCH fRTI PI =12+56.00 Pl =15+00.00 EI=96.00 P� =l3+OO.00fLT1 E1=89.�0 E1=9426 END VAR.WIDTH LAT.BASE DITCN fRT1 PI =15+19.00 �I�� i��r� N'I i �� E1=89✓0 N _ � �� i/ S p BRIDGE CHORD TYPE � �� = � iP BEGIN SBG -L- STA 16+16.92 LT END SBG -L- STA 76+30.92 LT 8:1 Y E 350I APER III GRAU _ � � o � NPE G�tA 350 �� O ° 24� + iN� BR/OGE HYDRAUL/C DATA DES/GN DISCHARGE = 800 CFS DES/GN FRECttIENCY = 25 YRS DESIGN HW ELEVATION = 90J FT BASE D/SCHARGE _ 1434 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVAT/ON = 9/J2 FT OVERTOPP/NG DISCHARGE _ 1056 CFS OVERTOPP/NG FREOUENCY= �50+ YRS OVERTOPP/N6 ELEVAT/ON = 90.70 FT = FT DATE OF SURVEY = O6/ll/20/5 W.S. ELEVAT/ON AT DATE OF SURVEY = 8�� FT �� l-loso3zio _� I� I �: _�__ __� -� _� _�_ -�_. -�__ . _ _ _: - - - ,-- ---- I�,I --` _ _ L. ' , ,- , I �I � � � � _�__ _� �- � � � �� '�� Tiri-iiiOmG�iiiOmri-i�imri-io��i�iiiiiii�iiiiiiii�iiiiGOiiii��GOiiiii 9OiiiiiiOii�iiiii� � �Em�EE :�EEp�Ema� e��;9???��; : ��;e �e?��e° �;��.�� ;e�e:��;e �'��;e �. .�, 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 110 100 90 80 70 60 50 Z O > � 6 � � O W2 PERMANENT WETLAND IMPACTS = <0.01 Ac /212 SF HAND CLEARING IN WETLANDS = 0.00 Ac /0 SF PERMANENT STREAM IMPACTS = 0 LF TEMPORARY STREAM IMPACTS = 0 LF LEGEND �DENOTES TEMPORARY iMPACTS IN SURFACE WATER �DENOTES MECHANIZED . . . . C�EARING " - �DENOTES HAND .__ _ CLEARING i�_ - � � DENOTES FILL IN --�ip;'.- WETLAND I_� � �DENOTES E%CAVATION k... IN WETLAND _ L � ` ` ��I � 4�_ DETAIL A $PECIAL LATERAL 'V' DITCH � No io Smle� � . �� F,� o. ��a 3.� F�o"a` `sioc� D � Min.D= 1.0 Ft. FROM -L- $TA. 11+50 TO $TA. 14+00 lT FROM -L- STA.12+56 TO STA. 15+00 RT DETAIL B VAR. WIDTH LATERAL BASE DITCH I �o� �o s<oiel - vai Graund 3:l p 3Fpt�e� 51oPe 8 Min. D=1.0 TO 0.0 Ft. B= 0.0 TO 8.0 Ft. FROM -L- STA.14+00 TO STA. 14+20 LT FROM -L- STA. 15+00 TO STA. 15+19 RT 110 100 90 80 70 �� 60 � F - 50 WETLAND & STREAM SCALE 1"=40' \� ✓ T CARL G. BASS * S OB 675 PG 430 * �' � J � � BEG�N / END SAFETY FENCE i -L- STA.14+25 fL71 .� �� SPECIAL LAT.'V' DITCH - ' SEE DETAIL A � ��,� � WAT7LE BARRIER VAR. WIDTH SPECIAL LA ASE DITCH CLASS 'B' RIP-RAP S E DETAIL B EST. 1 TON SPECIAL U+T.'V' DITCH SEE DETAIL A DETAIL C BANK STABILIZATION � No� �o scaie7 �Top o(Bonk SFT (min) Proposed- -1.SFt Grovnd line Exis�ing Abutmen� � � Type of Lincr- 40 TONS. Class ' II' Rip-Rop FROM -L- $TA.75-35 TO STA.75+50 FROM -L- STA.15-80 TO STA. 75-95 �� C� N T B NC1ei9ense�NohoCai55anaS2760920o EGIN / EPID SAFEiY FENC£ L- STAJf3+00 ILTI ^ IN W 0 Z PROIECT REFERENCE NO. SHEET NO. 77BP.3.R.43 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED EST.S SYGF `Jr�"� O_ � CL 55'B'RIP-RAP '�TT� I - '1' '�' '�' �" I " ' W� EST. 5 TONS � -L I'yI � - EST. SYGP is" RCP-ui �. ��,� x ,� a x. � PERMANENT WETLAND IMPACTS = <0.07 Ac /220 SF j �' , a � y�,y �� e %" HAND CLEARING IN WETLANDS = <0.01 Ac /209 SF ; � , w .�.�w� r N o� ` � ; Y � � � ,� � y;�_�r_ PERMANENT STREAM IMPACTS = 04LFF � -s ^ TEMPORARY STREAM IMPACTS - 6 L � � � � . -u .,�,� � ..�� .e .�- a . �� ,., x a �, �. _ � 1 :. .� � a � A� $ �" . \ p ' .., - ' � I.. T ��... ' - -' 4 � �11� _ - - .. .. __.. �. - - / � r � VAR. WIDTH $PECIAL L4T. J BASE DITCH SEE DETAIL 8 CLASS '8' RIP-RAP 'ST. 5 TONS T. 12 SYGf BEGIN / END SAFETY FENCE TURBIDITY -L- STAl5+�9 lRTI CUR7AlN lTYPJ WA7TLE BARRIER W3 PERMANENT WETLAND IMPACTS = <0.01 Ac /169 SF HAND CLEARING IN WETLANDS = 0.0 Ac /0 SF PERMANENT STREAM IMPACTS = 0 lF TEMPORARY STREAM IMPACTS = 0 LF ... - --- � � . _ _- � � _. � , , �. , __.. - - ' �� ' � -- .. __.._ �, � . .. .. / � . � T. oaoi � �w�o � � � i E, w � �� - „�. '.� � -�. �. v � -� . ` � - - - � - _ � ,� -. -�, �, �� F� , . . � � - - -•� .v . � �1 w 'r - - - " � ' ` BEGIN / END SAFETY FENCE - .T p .: . > .. . .. -. .+. -'L ' -L- SiA18+00 lRTJ �� SCAlE , � � � � = ao, 3 "' 7EMP.SHORING i � MICHAEL D. BA55 BANK STABILIZATION � � ��, ET UX \ SEE DETAIL C f� DB 1915 PG 16fi F ��,r,� � MB 89 PG i5 �%I � / W4 PERMANENT WETLAND IMPACTS = 0.00 Ac /0 SF HAND CLEARING IN WETLANDS = 0.0 Ac /0 SF PERMANENT STREAM IMPACTS = 0 LF TEMPORARY STREAM IMPACTS = 0 LF END SBG -L- STA 15+7 BEGIN SBG -L- STA 74+96.65 � MATERIAL TO BE REMOVED �r�� '��{ '�� -- - - �T .,: '', , -- - � PROFILE � � � � � � � �, � � �, �, � �, � �, �: BM 134 BEGIN GRADE � ELEV. = 91.44 L STA 11 80 0 END VAR WIOTH RR SPIKE IN SWEET GUM GRAU 350 - - + .0 . : i -- - i i i BEGIN SPECIAL E�Ev. = 1o2.os LAT.BASE LAT.'V' DITCH fLTJ e J � � � � � � � DITCH (LTJ Pl =14+20.00 _ END GRADE Pl =ll+5p Pl =12+00.00 fLT! EI=90.50 ,,', , -L- STA 18+00.00 _ EI=101.05 E1=98.40 ELEv. = 90.70 � - .- : PI = 14+90.00 � - END SPECIAL EL - 92.26' _ LAT.'V' DITCH (LT1 VC = 620' BEGIN VAR.WIOTH K= 233 �� , ', ' � ', � � ' , � � LAT.BASE DITCH (LTJ V = 80+ MPH ' ' ; ' , --- -- ' ' , ' ' ' , ' , ' ' , " -� Pl =14+00.00 - �� ,�� EI=9050 ws E�.= s-r.i i-'n'-�� -I�-n'-�-I-I �-I-I-I I T .-�� -T�-I-I '�-I- -I�, Tr-I-I-IT � : �� .._.._. ar�r--___ , i_ (-J3.� , i i i S..j�n�., � SURVEY 6-II-iS� � "�(./' ..'.,_ _ �_�2.62.��'---_� _ �-l'3.jS�0% � ' -._.. ------- .. .. r-13.62OOi - - - Pl =I4+50AO�RT! E1=909/ END SPECIAL BEGIN SPECIAL LAT.'V' DITCH (RT! LAT.'V' BEGIN VAR.WIOTN DITCH (RTI LAT.BASE DITCH fRTI PI =12+56.00 Pl =15+00.00 EI=96.00 P� =l3+OO.00fLT1 E1=89.�0 E1=9426 END VAR.WIDTH LAT.BASE DITCN fRT1 PI =15+19.00 �I�� i��r� N'I i �� E1=89✓0 N _ � �� ` � I/ S p BRIDGE CHORD TYPE � �� = � iP BEGIN SBG -L- STA 16+16.92 LT END SBG -L- STA 76+30.92 LT 8:1 Y E 350I APER III GRAU _ � � o � NPE G�tA 350 �� O ° 24� + iN� BR/OGE HYDRAUL/C DATA DES/GN DISCHARGE = 800 CFS DES/GN FRECttIENCY = 25 YRS DESIGN HW ELEVATION = 90J FT BASE D/SCHARGE _ 1434 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVAT/ON = 9/J2 FT OVERTOPP/NG DISCHARGE _ 1056 CFS OVERTOPP/NG FREOUENCY= �50+ YRS OVERTOPP/N6 ELEVAT/ON = 90.70 FT = FT DATE OF SURVEY = O6/ll/20/5 W.S. ELEVAT/ON AT DATE OF SURVEY = 8�� FT �� l-loso3zio _� I� I �: _�__ __� -� _� _�_ -�_. -�__ . _ _ _: - - - ,-- ---- I�,I --` _ _ L. ' , ,- , I �I � � � � _�__ _� �- � � � �� '�� Tiri-iiiOmG�iiiOmri-i�imri-io��i�iiiiiii�iiiiiiii�iiiiGOiiii��GOiiiii 9OiiiiiiOii�iiiii� � �Em�EE :�EEp�Ema� e��;9???��; : ��;e �e?��e° �;��.�� ;e�e:��;e �'��;e �. .�, 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 110 100 90 80 70 60 50 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) (tt) (ft) 1 -L- 14+21 TO 16+32 21 " Cored Slab Brid e < 0.01 < 0.01 0.01 < 0.01 0.01 64 TOTALS': < 0.01 < 0.01 0.01 < 0.01 0.01 64 `Rounded totals are sum of actual impacts NOTES: Fill in Wetlands = 132 Sq Ft. Excavation in Wetlands = 28 Sq Ft. Mechanized Clearing = 441 Sq Ft. Hand Clearing = 209 Sq Ft. Temp. SW Impacts = 522 Sq Ft. � • • . � • � L � � � s � � � U N cYi �� , �� m� ��w � �;Q :z o '� N W O � _ � � � � � GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) � ROADSIDE EIVVIR011lMENTAL U11IIT DIVISI011t OF HIGHWAYS STATE OF NORTH CAROLINA �� d � � � l�� _I . .�� ..� ■ �' ■ `��• \ �' I� `� � � � .�� I�� ) I'� I'' I'� ��) I'' ��) � I�: II) . � �� . . , � . r . �� .� ) � ); \ ( ) \ ) , � . . . � .� LOCA TI01�: REPLA CE BRIDGE 1�0.13 O VER CRA1�E CREEK 01� SR 114 7(MT. GILEAD CHUR CH R OAD) TYPE OF WORI�: GRADII�G, DRAII�AGE, PA T�I1�lG, A1�D STR UCTURES /I THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY WITH THE REGULATIONS SET FORTH �Y THE NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED �Y THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY. Prepared In the Offlce of: HNTB NORTH CAROLINA, P.C. 343 E. Six Forks Road, Suite 200 Raleigh, North Carolina 27609 NC License No: C-1554 2012 STA11tDARD SPECIFICATI0I�IS ALLEN T. HODGES, EI EROSION CONTROL LEVEL III CERTIFICATION #3633 / STATE STATE PROJECT REFERENCE NO. SHEET TOTAL NO. SHEETS � � � � liB�.3eR.d3 ECpI 6 STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION �R��I�N �lN� ��IM�N� C�N�R�� M��VRE� � ES d• � �escripEion Symbol 1630.03 �e��,�� gIl� ��Cl�---------------------- � 1�30.05 �Ce��,�� e�s�� ----------------------------- � TD � 1605.�1 �e�anpo�a�y �i�� e�ace _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ 160�i.01 ��e��,Il ��g�� C�� ]Fe�� - - - - - - - - 1622.01 �e��,�� l�e��s �.�d 5��e ��s ------------------- ��- �- �� l��,sa� 7[°��e l�--------------------------------- � 1633.01 163�.01 163�4.02 1635.01 1635.02 1630.0� 1630.06 �Ce��,�� lE��l� �n�� Cl�e�]� 7C��A------------------ � �Ce�� IE��CI� �n�� l�e�l� �C��e�A wg�h �l[�.��a�� ,��1 ]E�m��.��yfl�.��e �I�AII��][�-------------------- � �Ce��,�� $m�➢� �all� �l�e�k ��1� - - - - - - - - - - � ��.E�ll� % �� lFab�� e--------------------------------------' ��.E��e % ��n� lFgb�� U�.��➢e w��h ]l�o��,C��➢�,�Y�Le �]I�AII�I[�--------------------------------------- � �e��,�� ]Eg�cl� �e�Il�e�� ,� ��edA- - - - - - - - - - - - �� I��l� �ed�� ,� 7C��l�---- � lEg��➢� l[D�� I�ll�� e�l�� C�� C��A-------------- l ]l��Cl� l[D�� e� �� 7C��,� ��------� ��n��a�g ��,sn�n ----------------------------------------------------� ��eci�� i��n�ag �asi�n--------------------------------- � l[$��1� ��Ile� ��La�� 7C��e 1�i32.01 ��e �---------------------------------------------------- A � 1632.02 7C��e 1�----------------------------------------------------- B � 1632.03 ��e �---------------------------------------------------- C � �1��e� ]��,s��------------------------------------------------ � ��e�e� �1��e� l��,sIl�----------------------------- ��Il��,�� ]��s��-------------------------------------------- � Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest revison thereto are applicable to this project and by reference hereby are considered a part of these plans. 1604.01 1605.01 1606.01 1607.01 1622.01 1630.01 1630.02 1630.03 1630.04 1630.05 1630.06 1631.01 Railroad Erosion Control Detail Temporary Silt Fence Special Sediment Control Fence Gravel Construction Entrance Temporary �erms and Slope Drains Riser �asin Silt Sasin Type 3 Temporary Silt Ditch Stilling �asin Temporary Diversion Special Stilling �asin Matting Installation 1632.01 1632.02 1632.03 1633.01 1633.02 1634.01 1634.02 1635.01 1635.02 1640.01 1645.01 Rock Inlet Sediment Trap Type A Rock Inlet Sediment Trap Type � Rock Inlet Sediment Trap Type C Temporary Rock Silt Check Type A Temporary Rock Silt Check Type � Temporary Rock Sediment Dam Type A Temporary Rock Sediment Dam Type � Rock Pipe Inlet Sediment Trap Type A Rock Pipe Inlet Sediment Trap Type � Coir Fiber �affle Ternporary Stream Crossing ISOMETRIC VIEW n r � -r rrn�nr � 1 L YY/'9 1 1 LL VIEW FROM SLOPE NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND LENGTH OF 10 FT. EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLE ON TOE OF SLOPE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED. INSTALL TEMPORARY SILT FENCE STANDARD SPEf'T�Tr_nTTnnic INSET A F I L L S' ^"� IN ACCORDANCE WITH SECTION 1605 OF THE 1 ►► _ 2 ►► TRENCH . _ ►► ... _ __ . _ SIDE VIEW �ILT FENCE POST = I NSET A DOWNSLOPE STAKE 15"-16►► ISOMETRIC VIEW 2' WOODEN AL FRONT VIEW SEE INSET A NOTES: USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT) WATTLE AND LENGTH OF 10 FT. EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED. DO NOT PLACE WATTLES ON TOE OF SLOPE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 20 FT. FILL � INSET A � 2 ►► _ 3 ►► TRENCH TOP VIEW VVYYIVVI_VI L V 1 /"�I\L COIR FIBER � 2' ( MAX _ 1 SLOPE ISOMETRIC VIEW 2' UPSLOPE EDGE OF PAVEMENT CROSS SECTION VEE DITCH 2 I N. See Inset C � � MATTING J I /`� P� C 2' UPSLOPE STAKE CROSS SECTION TRAPEZOIDAL DITCH _ GROUND NATURAL GROUND 2' DOWNSLOPE STAKE FLOW PROJECT REFERENCE NO. SHEET NO. l7BPe3eRe43 EC -4 NOTES: USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT TO BE APPLIED TO EACH WATTLE. INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. INSET A AM � 1 oz. > '�A�� INSET 6 oz, 'AI �� oz.� INSET C TOP VIEW I1� I � � I � I (�> \ �'1�.-�"I�I�: C�>�.. (�> I �� 1 I I � I I I �� . -� � � � \ (�> I'� " I � l l � � . �� I'� (�> l . I \ . �� SITE DESCRI�TlOIU ST�IBI�IZATlOI� TIME TIME�RqME EXCE�TlOI�S PERIMETER DIKES9 SWALES9 DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER CHQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 30l 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2019 14 DAYS ARE ALLOWEDo SLOPES 30l OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTHo ALL OTHER AREAS WITH SLOPES FLATTER THAN 40l 14 DAYS NONE9 EXCEPT FOR PERIMETERS AND HQW ZONESo MA TTI1�G FOR ER OSI01� C01�TR OL SHEET NOo LINE FROM T� SIDE ST AT lON ST qT lON EST IMAT E (SY) REMARKS EC-6 —L— 11+50 14+20 LT 180 INSTALL IN PROPo DITCH EC-6 —L— 12+56 15+19 RT 175 INSTALL IN PROPo DITCH SUBTOTAL 355 MISCELLANEOUS MATTING 0 TOTAL 355 SAY 360 � � � � �" � i i �- �, i � i ' 1 I �� c� A A � � / � � l� � �l � d- / I I \ \ 1 I � o \ \ � � \ \ 1 /� � � � \ � i � l � � 1 � I / ,� / � I � � � \ � �� \ I / � � � 6'<p � \ � ■ W \ -44� � �, ; ,� , ; , ,-�E�I11� � PlZ(� �E�� 1 ��3P�.�3.��43 , , , , , �\ �� N , ,, �� ,, - - ,, ,� � ; ,� ; ; � � ,0��' � ; ll + .00 ��, � ��, `, `,� `�, �, �, �� °� �, ,� ;`, �� , , , � � � � � , , � , , � � � , , � , � � , � , , , � , ,�, , , , , , � , � � , � � , , � , � , � � � � � � �, , � , � , � i i i , i , � � � � � � � � � � � � � , � `° � � '\ '"� "'�\ � , ^� � � � � � i i i i i i � � � � �� rn � � � � � i i � � � i �� ,, �---, � �� , � � � ! i � � i i o � � � � � � �� ' � r � � � i � i � � � � � �--� ` 3 �� " � , i � i!` i i i � i � � � � � � � � i � � � � � i � � � `---: �� , �, , ,, , , , , , , � , , �� , � �� , � , � � � � ' � � , � �� --- r � ,' ��' �� i � �� i � `� � � �i � � �� i i � � � � �� ,_----= �� MICHAE�� . �;��> ,' ,' �� ,�� i ,' � i ,' i i , � i �i i �, i i � �� i '� i C�RL�G.`BAS'� �� ` ,,,----�` 88\� \ � � i � , � � ^ � i � � i � �i � � � i � i � i i i � i � � � DB 675 P� 430 � , � - , _ . � � ET UX , � � �, �" � / i � � i , i � , � i i i i i � i i i , i i i i � ,�` ,,�6" �,-- ��`�`�`� DB 1915 PG 16� � � � ,' ��` � / � � � i � / , � � ov , , � , / I I I I �� ' ' � ' � 1 I !-� � , i , � , � , i , , � � i i i --- i � , i , i � l � � � � �� i � �� ,��i i,_` � / i � / � � � � � �� i �i � � �i� � -_ \ � � � � � � � � � � � � � � - - � � � BEGIN / END SAFETY FENCE � �`' � � � � %�' ` � � � � i _ , \i ,' �' �� ,' �' ,' �.`� � � � �' �' �' �� ' _--'� _--' �' -L- STA.14+25 (LT) � ,-,__-' �',' � �'� ,�-`� �� i �� . � , , � � , � - � / i� �� / �� / � � �� i i � � i� �� \\ �� /�/� �i / � � � � � �\ // -- /� �� /,,� /� /� /� /� � � � � � � � � i �� , S��CIAL LAT. 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'y �. � � _ �a-.��- - - r _. � _- � � � �-- �; , -- - _ - � �\ � � �\�\ _- o " � �.. � c!I - . ��,; y g . _ .�- , - N -� � � _ � �� '� DETAIL A ' � � �� : , � , ,� � , , . � � �� _� , �� -- � � ` � WL � �\� � \ _ � � � �:. < / \ `_ \ - SPECIAL LATERAL 'V' DITCH \ � \` �� \�� \�� k�s �a. . o ^ / ,� _. _ \ ` ��' � \� �� - 'if .�_ -W a- _�. _ . - -� P�R �'- � c �� o � ^ _ � � � . �� r ' (Notto Scale) �\ ` �� \ \\ � �� \�YIPu(,�,��•e 18 Q -�V � «1" � � wiQ-- , 000000 � O C � .�- : �a O O Ti� �� ---_ --- o � � Q � \ . �\ _ �� `� �� \�� \ /�_ \-_ _ _, � � � T " ,U ,, o � �040 O � �___-.,�� >... � \ �� \� \ � \� � �� \ J�� \\ 6.�` ---_ i � � �\ , o ��I � M N � - 'm , . �� ,� ,.,,_ _ - � P� -- Natural � •1�t� Fill � \\ \\ � � \\ \� � � � , � � � FG R HNTB NORTH CAROLINA, P.C. i 343 E. Six Forks Road, Suite 200 � Raleigh, North Carolina 27609 NC License No: C-1554 �, � � BEG/N / END SAFETY FENCE -L- STA.18f00 (LT) E � PRO ECT 17BF.3.R.43 ,�- POC��STA 18 + OO.OQ � � �`-_,\ a\\\\\ /� �� _ - , -r � -'y 'y �Y '� �Y 'Y �' �% �% �% �' �% �% � � � � � �_�-�-. � -� � � _�W�e-- - � � 'y 'y _ �'� "' i �, _,_.� ., -- � � " �t� � . .�- � - �- , _ ,,� � '�� s r� j� B - 1n � �- �.. _ a ,,�F0.� I�CO� u-� �� R j I _ -, ' ,\ � � ,% �' � �W�B� � �' �% .'% '% � Ground �'•� �\O'��e Slope �� 1 � \\ �� \ \��\ �� ,(� � � _ i�- - -__�-�---_ � � �Ll -��y _ ' / � � � , � . / �! �/ \ :, . ,; . _ ' ioe ��% �% �i' �% �% ,% �% � � � �� ` � `� �� i x � ��, � � � � � � . _ �' t �y 'y �' �' \� 1� \� \� \\� \�� \9� T \�(/ �aj ` �1 q"�C � I �� i _....__ - -� � � � �-_� I _g---- -T� �% �j' a% �' .% � �% �% � �% Min. D = 1.0 Ft. � `� � � `� � � � � � `�' . � p � ' i -- � � �`` - - - -� � - - � y BEG/N / END SAFETY FENCE i � . � m � � ' ' i i i �� \ �, -�+- � F 'y -�� 'y -L- STA.18+00 (RT) �� ` � , � � i , a i , � i � � � , - > �--� - � � � � � � � .' � ' � i�v i � i m i i � �� " � FROM -L- STA. 11 + 50 TO STA. 14 + 00 LT � i � i � � � � � � i � � .i � � � � � �� '1' '�' �'j' �' �'1' '�" 'y � � /, FROM -L- STA. 12+56 TO STA. 15+00 RT �� i �il �\ �\ � �� 1 �I �� \ �� i � � � �� '/�_----- - � ;', _ _, y, �, � �y 'y '% 'Y '� J_ ' � � / � I \ °'o o I \ / 1 0 � � � \ l I � i ��. � � � i � � � i i � � � � � � � � � � � \ m �,,.,y ,,, �, ,;, y � Ep� , � i � i i i � � i �_-__ � � �� i� �� i -L- i � � i 'i � � i � i i � o �� i � i � �, ----- - ,� � `^ � TEMP.SHORING , - -'� RT/�-1 � i , � i i i i � � � � � i i i �\ � � �� \ � i � \ � --y�4R.-WFI��Fi.SeECIAL LAT�. - �' � ,- TAPER W � � � � i � � � � � � � ` BASE T£H ` � BAMK STABILIZATION � -' �, �� i � � � SPEQIAL LA�. 'W' DITaH � � � � � � � I � � `-66 - � � � � � ' � ' �Pl Sta %5+27�77 ,113 Pl Sta 18��3.7� ; � , , ' , , , , � � � � � , � � , S€�, �DEJAIL B � � � S�� DETAIL�,Eg88 s _ i , � i �� i ` SEE� DETAIU A i � � i �\ � �i � � �� i � � � � � - _�-_ _ �� N , � _ �4 /6 � 17.9 ��LT) 0 = 2 25 //.7 � (LT) � , ,� � � � � � ,,, � , , , -E�,�� '�� I�IP-RAP �� ` _ � � 8g___, Z �� '�� a i �_ �° 53�1 ��J�.�a I I� j o� l I i ,MICHAEL �L. BF�i//��T/� EST, 5' TONS , �� ' � � i Q i 6�� 4.8 �/ � � r� �� EST. 12 ��SYGF � i�%�i i�"r5 ; �� , N � L � i /� L - 27 '7'�� / � � I / �� 1 / / / � � , 1 � � _ , � � � � g � I I \ � � i i L� 392,27 � �� i i i i � i i �i �i E�f -� � i i TURB/D/TY , �,,� � T= l3� � �� BEG/N / END SAFETY FENCE � W i � _ 19�.12� , -� , � � , � i � �� , � 4�' A�IPG 8�b� � � i � -L- STA.lS+/9 lRT) CURTA/N (TYPJ � i '/� �� DETAIL B � ---- � � i � � � i i , ,� � � � � � i � �r�-�'� �a� __ `�� R = 26.�� 6474.�3� � � � � � � � �� '� � � � � 1 � `�� 6? � VAR. WIDTH LATERAL BASE DITCH � i � � i � � � i� � � � � i i i � � � h� i � � WATTLE BARRIER `'�� ,f�0 = � SEE � PLANS f�6 = SE� PLAN�� ` . � , ' � ' ; , �� ,� � � �, , No, to S�o�e � � � , � �, � � i i � � , �� , � � � 1i i �� ___` � / i / � �� \ �� p�� \� �� ; � � � ��6 -__��\ � � ,, i.o�� I I � ^\� / � I �� < SE �- SE� PLANS SE ��S�E PL.�1VS , _ � - � ; � _, 6. , �� _ -` Natural o F;,, ��_� � i = � � � � \ .\ \ \ \ � , .� `9; �,-��, ��\\\\ I .��-� V � � /� � 1� 1 6, � � � l- � Ground �'. 3�'� e� Slo e � � � �.�. � � �� D a� p . �� //� �•' � \ \ \ � 1 ��_ - \\I ', �\� NOTE: THE CONTRACTOR SHALL INSTALL SPECIAL SEDIMENT CONTROL ` � _ '� ' '� ' ` � ` , '' -90 � ' � _� � � / � � � � � �\� 1 � Min. D=1.0 TO 0.0 Ft. �� o � j � , I �� \� \� � � I � \�` 6= 0.0 TO 8.0 Ft. FENCE OR WATTLES IN LOW AREAS OF SILT FENCE AND � �� - ,� ` � � � � � �6$ UNDER THE BRIDGE, AS NEEDED OR DIRECTED BY THE ENGINEER. \� �'� �� ` ,-'I_ �FROM -L- STA.14+00 TO STA.14+20 LT FROlV� -L- STA. 15 + QO TO STA. 15 �-19 RT 110 100 90 80 70 � 60 � � �� Q� �� U �w 50 �Q ��z �� c,�w ,��-u� ,.r-�m � �� a�� e� -' � � � �� MICHAEL D. F�' ET UX DB 1915 PG ' DETAIL C BANK STABILIZATION ( Not to Scale) Top of Bank 5FT (min) Proposed 1.5FT Ground Line Existing Abutment � Type of Liner= 40 TONS, Class ' II' Rip-Rap FROM -L- STA. 15 + 35 TO STA. 15 + 50 FROM -L- STA. 15 + 80 TO STA. 15 + 95 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PROJECT REFERENCE NO. 17BP.3.R.43 R�W SHEET NO. SHEET NO. EC -6 ALLEN T. HODGES, E.I. EROSION CONTROL LEVEL III CERTIFICATION #3633 TEMPORARY SHORING NOTES: l: THE CONTRACTOR SHALL INSTALL TEMPORARY SHORING AS SHOWN UPON REMOVAL OF THE EXISTING BRIDGE. 2: CONSTRUCTION AREA SHALL BE DEWATERED INTO SPECIAL STILLING BASIN. 3: EXCAVATE BAN K AS S H OWN AN D I N STALL BANK STABILIZATION. 4: REMOVE TEMPORARY SHORING. SKETCH OF BRIDGE IN REL,ATIONSHIP TO PAVEMEI�IT BEGIN APPROACH SLAB NTS -L- POC- STA 15 + 15.77 OFFSET 0.56' RT � END SBG -L- STA 15 + 10.69 LT � � N BEGIN SBG � -L- STA 14 + 96.69 LT � � N rn � G�U 35p TY E � �c, �I/ -�--! ! � . . . T I I I _ ✓�+ � p BRIDGE CHORD -� � � 1 C� \ GRAU 350 TYPE � � III ,� �n BEGIN BRIDGE '�, �� -L- P�G STA 15 + 26.76 � END BRIDGE -L- POC STA 16 + 09.24 BEGIN SBG -L- STA 16 + 16.92 LT END SBG -L- STA 16 + 30.92 LT $:1 TYPE 350 TAPER I I I GRAU r r M � � O r TYPE �,Rp, 350 �� ; .0 24' � + INC END APPROACH SLAB -L- POC STA 16 + 20.23 OFFSET 0.56' RT BR/DGE HYDRAUL/C DAT A DESIGN DISCHARGE = 800 DESIGN FREQUENCY = 25 DESIGN HW ELEVATION = 90.1 BASE DISCHARGE _ 1434 BASE FREQUENCY = l00 BASE HW ELEVATION = 9/.l2 OVERTOPPING DISCHARGE _ 1056 OVERTOPPING FREQUENCY= �50f OVERTOPPING ELEVATION = 90.70 DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY = 06/ll/20/5 CFS YRS FT CFS YRS FT CFS YRS FT 110 100 � 50 [Jnite+� S#�tc� Departm+�nt of #he Intcrior FISII AND Wi'LDL�F� SE.RVI+�E Halei�h i''si1�3 QFf�ce Pnst Csffice E3ox 337?6 R�iei��h. hont7 Carc�lsna 3iFi.iG-37?5 Septernber 3�, ?O15 Rober� Turnbull Cnvironmenlal Services, In�. �9� I Trademarl: Drive R�lei�h, Nvrth Carolina Z7610 Dear Mr. �urnt�ull: This letter is in respc�nse tv y+aur letter of September I4, 241 S which pra�rir�ed the U.S. �'ish and Wildlife Service (Service) with the biolc��ica�l canclusi�n afthe Narth Caralina Departt�nent af Transportatifln that the replacement af Br�dge 1'�'os. 13 anci 128 in Sampsan Caunty may affect, but are nat likely to adyersely affect t}�e federally threatened ��ood stork (��fycter�iu anacrica�tcr). Tiiese camrnents are prawided in accQrdance witli Section � ofthe Endan�ered 5�aecies Act (ESA} af 1'�73, as arnended �16 U'.S.C. 1531-15�#3}. Acc�rding tc� infarmation pra�ided, no wood sEorks or wood stork nests were obserwed c�urin� iiabitat e�aivati�n efforts in ]une ?015. Based an these results and other informatian available, the Service c�neurs ��ith your canclusion that the proj�ct may affec#, but is nat lil:ely to ada°erse�y affee[ t[ze federaliy threatened waad sE�rk. 'IWe belier�e thal the requirements of Sectivn 7(a}(?) ofthe ES� haWe been s�tisfied for this speczes. We remind you that abli�ati�ns under Secti�n 7 consuita�i�n must he reco�nsidered if•. (1) new information reveals impacts ofthis identi�ecl action tliat m�y affect listed s�ecies ar critical habitat in a manner nvt pre�liausly corisidered in this re�iew; (?} this actian is subsequently madified in a manner that ��as not considered in this review; or (3) a neti�v species is fisted ar critica! habitat determined that may be af%cted by this identified �cxion. Ti�e Service appreciates tlze oppcartunity ta review tliis praject. if y�u have ar�y questic�ns regardin� crur resp�nse, pl�ease cvr�tact Mr. Gary Jordan at (919) 856-�5?0 (Ext. 32). Sincerely, �j�- Pete Benjamin Fieid Supervisor Electranic ca�y: Stoney Pv�attiis, NCD��', Castle Hayne, I'�IC Tra�vis'�'Vilson, NCVVRC, Creedmaar, NC Brad Shave�, USACE, Wilmingtan, NC Carpenter,Kristi From: Gregory, Sonia Sent: Wednesday, February 03, 2016 12:44 PM To: Carpenter,Kristi Subject: FW: 17BP.3.R.43 - Sampson Bridge 13 permit package Attachments: Sampson 13 LIB_permitpackage_Feb2016.pdf Follow Up Flag: Flag Status: This was e-mailed to me. Thanks! Sonia Gregory Environmental Specialist Compliance and Expedited Unit Division of Water Resources Follow up Flagged North Carolina Department of Environmental Quality 1617 Mail Service Center, Raleigh, NC 27699-1617 (919) 807-6333 sonia.qreqorv(cDncdenr.qov ...... d rk � . .. . . Email correspondence to and from this address is subject to the �Inrth (`arnlina Piihlir RcrnrrlS La�"' ""`' "'""�� be di�-'--_�+ to third parties. From: RobertTurnbull [mailto:rturnbull@ESINC.CC] Sent: Wednesday, February 03, 2016 12:36 PM To: Herndon, Mason <mason.herndon@ncdenr.gov>; Gregory, Sonia <Sonia.Gregory@ncdenr.gov> Cc: jabyrd@hntb.com; Mathis, Stonewall D<smathis@ncdot.gov>; Jay Watson (jfwatson@HNTB.com) <jfwatson@HNTB.com> Subject: 17BP.3.R.43 - Sampson Bridge 13 permit package Mason/Sonia, Attached is the LIB permit application package for Sampson Bridge 13. This application is for NWP 3/WQC 3883. The dewatering plan that was requested for this permit application is shown on the erosion control plans in this package. Also, Stoney and the DOT Lead Engineer have not signed Attachment G and have asked that it be labeled DRAFT because NCDOT is still completing their internal Cultural Resources Review. If you need signatures in order to provide approval for this project, we will provide a signed Attachment G once their cultural review is complete. Please contact me if you have any questions or need additional information. As always, thanks for your help with this project. Robert Robert T. Turnbull Project Manager Environmental Services, Inc. 4901 Trademark Drive Raleigh, NC 27610 (919) 212-1760 (Office) (919) 617-9153 (Direct) (919) 819-1846 (Cell) rturnbull@esinc.cc www.environmentalservicesinc.com Confidentiality Notice: The information and all attachments contained in this electronic communication are privileged and confidential information, and intended only for the use of the intended recipient(s). If the reader of this message is not an intended recipient, you are hereby notified that any review, use, dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify me immediately of the error by return e-mail and please permanently remove any copies of this message from your system and do not retain any copies, whether in electronic or physical form or otherwise. Thank you.