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HomeMy WebLinkAbout20151277 Ver 1_Application_20151210k 11�;11�� <14' North Carolina Department of Transportation SL[�rtl]�YdtPf Highway Stormwater Program �' STORMWATER MANAGEMENT PLAN '' �" (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.S.R.57 TIP No.: 176P.S.R.57 County(ies): Granville Page 1 of 2 General Project Information WBS Element: 17BP.5.R.57 TIP Number: 176P.5.R.57 Project Type: Bridge Replacement Date: 12/8/2015 NCDOT Contact: Lisa Gilchrist, EI Contractor I Designer: HDR � ICA Engineering / Trent Cormier Address: 4809 Beryl Road Address: 5121 Kingdom Way, Suite 100 Raleigh, NC 27606 Raleigh, NC 27607 Phone: 919-733-4699 Phone: 919-900-1608 Email: I ilchrist ncdot. ov Email: trent.cormier hdrinc.com Cit ITown: Grissom Count ies): Granville River Basin s: Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.104 miles Surroundin Land Use: Forested Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2 lanes @ 11' with 6' shoulders 2 lanes @ 10' Annual Avg Daily Traffic (veh/hr/day): Design/Future: Year: NA Existin : 1800 Year: 2012 General Project Narrative: NCDOT proposes to replace Bridge 25 along Lawrence Road (SR 1710) over Smith Creek. The project lenght is 0.104 miles. Work includes placing a single span 24" PCCS (Description of Minimization of Water with 4' caps, 1 at 70'. The existing bridge is a 3 span brige (1@17'7" - 1@17' - 1@17'7"). To minimize water quality impacts, Smith Creek is being bridged, fill slope was Quality Impacts) steepened to minimize fill impacts to wetlands, sediment control measures include toe protection, and there are no proposed ditches in the wetlands. In the SW quadrant, there is an existing ditch that runs through the buffer. This ditch will be maintained in the final condition. Waterbody Information Surface Water Body (1): Smith Creek NCDWR Stream Index No.: 27-12-2-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? No Comments: Long Eared Bat Survey to be completed to comply with Oct 20, 2014 Ruling NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No 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) 1 �I�;il�t'�lw° North Carolina DepartmentofTransportation �il[]i7.114tiid�f'4' Highway Stormwater Program � .�T '�_. I STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 178P.5.R.57 TIP No.: 17BP.5.R.57 Count ies : Granville Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Drainage Pipe/Structure BMP Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Coordinates (Non-Road Projects) Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 14+47 (1)Smith Riprap Apron / Pad Class'B' 0.7 Pipe 15 1.6 3.8 No 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. �I 3 n Y � V � O �` � " I � �� " I � I : (�> I � \ (�) i'� " I � I-I � �� i'� (�� I . I \ �� ��) � � � � � ��) � ��) � �—� � � � �—� ��` .'> > � GRA1�l T�ILLE CO U1�1 T Y LOCATI0111: BRIDGE 1110. 25 OVER SMITH CREEK 0111 SR 1710 (LAWRE11tCE ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT � � • � � V � � O V *DESIGN EXCEPTION: SAG VERTICAL CURVE K VERTICAL SSD SUPERELEVATION � GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) TO E HORSESHOE f SR 1709 DESIGN DATA ADT (2012) = 1800 ADT (2035) _ ? V = 55 MPH C�SS = MINOR COLLECTOR SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.091 MILES LENGTH STRUCTURE TIP PROJECT = 0.013 MILES TOTAL LENGTH TIP PROJECT = 0.104 MILES P�epored In the Offlce of Haich MotF,{�acDonold for DIVIS701V 5 NORTH CAROLlNA DEPARTMENT OF TR9NSPORTATION 2012 STANDARD SPEC7FICATIONS RIGHT OF WAY DATE: TIM JORDAN, PE PROJECT ENGIh'EER TRENT CORMIER, PE LETTlNG DATE: frrDrwur.,cs Excrxeea NCDOT CONTACT: LISA GILCHRIST, EI qp�sa srem vaa�6r �i xu �r mr.w am ➢�/D �O �JL D�D��O 1 y�'.�w..on6r �% .,d.a�x% mb�,u, 17BP.5.R.57 P.E. �002 �8 btiti R Rp,qO ROADWAY DESIGN ENGINEER P.E. SIGNAZUR&: HYDRAULICS ENGIIVEER P.E. SIGNATUXE: PLANS PREPARED BY: � Hatch Mott �� MacDonald PO Box 700 Fuquay-Varina, NC 27526 (919)552-2253 (9191552-2254 (Fax) www.hatchmott.com LICENSE NO. F-0669 1 � i121 Kingdom Way, Suite 100 Raleigh, NC 27607 �C Lin�.n+�. Vo� F-n4.�a Engineering � DETAIL A DETAIL B DETAIL C DETAIL D BANK STABILIZATION LATERAL 'V' DITCH LATERAL 'V' DITCH TOE PROTECTION ' No o s a1e� iHo��o s�o�a� �Na��o s�oiei �Na��o s�oie� QA VAR. � gF No�ural HArukni ti S( Oirch 2' Slop�e ���� D, Ground 51 Fiel ���r. �� p' Grou�d GROUND b F� Grode �-��mi . d P d Min. D= 1 it. d 6= 2 F. Geo�axr�le d= � F� GEOTEXiIIE Min. D= 1 Ft. b= 5 F. sioPE h = 2 Ft. Type of Liner= Excelsiar Matting Type o4 Liner= Class B Ri�SRop Type of L'�ner= Class B Nip-Rap Type of Liner- Class II Rip-Rap -L- STA. 13+00 TO 14'-75 RT -L- STA. 14+75 TO 15+00 RT -L- STA. 16+02 TO 17+50 LT -L- STA. 15+27 -L- STA. 15+62 741i]��i.1�C�II�I��i7�7 BILL T. i vu� DB 201PG 288 MB 35 PG 57 QUANTITY FOR EXCAVATION LIMITS IS INCLUDED IN UNCLASSIFIED STRUCTURE EXCAVATION � � DEXTER D. BAILEY HEIRS c/o ROCHELLE MANN 5 5 SEE ENLARGED � � — — AREA ON SITE 1 NEXT SHEET BEGIN PROJECT % � L POT Sta.13+00.00 S E E ��, CROSS i�� � SECTI�N, � S : / '►' �r �y �y '!' �►, 'Y �y �' �v �y l / �3 � �. �' � � �' �'� � �, �' � �' �' �' l � �' � '�' ^ � � � � � �' \� R � � � --e,M_�� / \�/.__ �-----w�e�' _� _ . . —�/��r--/ � - .,- -.., �i �15'RCPRETAIN___ _ � —�_—__— �. � RETAIN -- -. .. .. - . .. r ro GATE �W�e� / � �y '� �. �\ � � �� � �� �� � � � � � � � � � � � � � � TAMARA TURNER D9. 2012 PG 308 M8 40 PG 98 REMOVE CONCRETE FOOTERS � AT EXISTING INTERIOR BENTS, PLAGE CLASS II RIPRAP AND EXTEND RIP RAP TO AREA SHOWN, � SEE DETAIL C. USE IMPERVIOU$ � DIKE NCDOT STANDARD BMP TO DEWATER AND ISOLATE ADJACENT WORK AREA. I RUSSELL S. & KELLY P. CORLEY p.B 1411 P� 744 MB 40 PG 98 lpOZ S�S �` Ob,� EIP O TEMPORARY CAUSEWAY MicHnE� & CYNTHIA LIMITS „ �oy�Rr �'i SITE 1 & 2 PLAN VI EW m'�' 0 —L— PROTECTION DETAIL C 55 TON RIP RAP 185 SY GEOTEXTILE � TEMPORARY CAUSEWAY LIMITS JACK & GLORIA NORWOOD ` IMPERVIOUS DIKE SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL OF THE 2 EXISTING STRUCTURE �1 � � JOAN GLOVER � ROBINSON � �/ k /t�� . �% /�� / PER /�/ X SH � � � / ' X ISFD / / / ; � � ; � � / . � / : � � EIP � . � fXrc.,.. TOTAL PROJECT LENGTH: 549 FEET PROPOSED BRIDGE: SINGLE SPAN 24" PCCS WITH 4' CAPS, 1@ 70' EXISTING BRIDGE: 3 SPAN BRIDGE 1@17'7"-1@17'-1@17'7" \�� WETLAND AND SURFACE WATER IMPACTS PERMIT �� EIP LEGEND - —'N�e— - DENOTES WETLAND BOUNDARY �DENOTE$ PERMANENT IMPACTS IN SURFACE WATER �DENOTE$ TEMPORARY IMPACTS IN SURFACE WATER * • • � DENOTE$ MECHANIZED .'�•'.`. CLEARING � DENOTES FILL IN W ETLAN D U Z (� Z � w w Z �� oz �Q �V _. . <�pZ S�S ��Ob�, WETLAND AND SURFACE WATER IMPACTS PERMIT 20 0 10 20 SCALEo I"= 20' HORIZo SITE 2 ENLARGED PLAN VI EW LEGEND - —�'�e— - DENOTES WETLAND BOUNDARY �DENOTES PERMANENT IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN $URFACE WATER c rn v v 0 L al 3i QI a T L �I ry 0 0 � M � � c � 0 � m � � 0 .� c �j w Z �n� r- Z� w a N w � Z_ � � a oZ-a w � CV= a_� ''-------------------------- PROJECT REFERENCE SHEET NO. DETAIL A DETAIL B DETAIL C DETAIL D ��� nsrs.as� - �enNwue zs a LATERAL 'V' DITCH LATERAL 'V' DITCH TOE PROTECTION BANK STABILIZATION OZ �Ho�m s�ma) �Na�m s�oie� �Na�m s�oie) ��°"° s`°1e� Sd.S ROADWAY DESIGN HYDRAULICS �A vpR. � ENGINEER ENGINEER Fill i"h�. � Ground Fill 1'iF�. '! G�ou�d GROUND F���� Grode 1.0'mi . 2 8 Qb� Slope d � Slope d � b _ M��. o= i F,. a FRELI�IIIN �Y PII.A�T� 6= 2 F. Geo�axr�le d= � F� GEOTEXiIIE DO A70]` II9� F� �ON917tII(�'17UN Min. D= 1 Ft. b= 5 F. sioPE h= 2 Ft. Type of Liner= Excelsiar Matting Type o4 Liner= Class B Ri�SRop Type of L'�ner= Class B Nip-Rap Type of Liner- Class II Rip-Rap -L- STA. 13+00 TO 14 �'-75 RT -L- STA. 14+75 TO 15+00 RT -L- STA. 16+02 TO 17+50 LT -L- STA. 15+27 -L- STA. 15+62 _ _ i � % / / / /' � � / // h�'�� / /' / / I I I �\ \ J � /' / / / V- i �'� — — — _ — —� \ � � � � / / HnrcH morr MacooHnio i s e, uc icn eN�weeaiNc / / � � � — — / ' LICENSE NO. F-0669 LICENSE NO. 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DENOTE$ MECHANIZED h � , ., .'�•'.`. CLEARING GRAPHIC SCALE ��;�r WETLAND AND SURFACE WATER IMPACTS PERMIT � DENOTES FILL IN �� \ � WETLAND ,��a�o/ \\\ \\ __ _ ___ . _ �� oZ �Q � U PROIECT REFERENCE SHEET NO. �V. G`. DEPT.OF TRA�I�POI�TATI0�7 neP.s.as� - �Ra,Nva�e zs s DIVIy�ION OF HI(3HWAY@ ROADWAY DESIGN HYDRAULICS WETLAND AND SURFACE WATER IMPACTS PERMIT t����ILLE �U�TTY ENGINEER ENGINEER PRO,TFfir7i 17BR��7 pRELI�'II�T �Y PLA�TS uo xor ve� ro �oxencobrc�r BRID�iE N0.9%,i OVER g�i1�IITH �`REEB 0�7 QR 171� (�.AWR��I�`E itOA�� �11L• ET OF HATCH MOR MACDONALO 18 E, LLC ICA ENGINEERING LICENSE NO. f-Ofifi9 �ICENSE NO. F-OR58 PERMIT DRAWING feP°�e � ' e SHEET _ OF _ GLI �1Ce �f �� Hatch Mott po �. ,00 �� MacDonald wwvr.na+onmo+'teom'szs 1V� �x:�i��ai�rvilu �rn Engineering •""." `' "'. VERTICAL SCALE HORIZONTAL SCALE � 2��� -L- BEGIN GRADE END GRADE STA. 13 + 00.00 STA. 18 + 50.00 EL = 317.45' EL = 323.55' PI = 13+47.82 PI = 17+46.87 EL = 317.16' EL = 319.71' VC = 90' VC = 200' K = 72 K = 65 DS = 40 MPH DS = 40 MPH �, x o V o + � Q + � Q w � Q w �/ Z r � / 235% ' — — _ — — — — .6065% � (72.—aaao% — e� .- v.a (-)7.5400% (-�1.2933% — �'N� � � 6 40 C =� � � o o „� EMP. WORK � � �+ + � + ^ AD & TEMP. v- Z � I PACTS IN t7 F„�, F,�„ F¢." „�, URFACE WATE � NSTR T LY 3 NE WORK PA T A TIME � ` NOR^^^� WS LEGE N D � DA E: _ 307 � E%CAVASSIOFIND STR40TCYE L � � DENOTES TEMPORARY N IMPACTS IN SURFACE WATER 0 0 � � S ITE 2 BR/DGE HYDRAUL/C DATA � �a DESIGN D/SCHARGE _ 16Q0 CFS o DESIGN FREQUENCY = 25 YRS DESIGN hfy� ELEVATlOIy = 3/5.3 FT a BASE DISCHARGE = 2435 CFS � BASE FREQUEN�' _ l00 YRS � BASE F/W ELEVATION = 3/629 fT a OVERTOPP/NG DISCNARGE = 2950 CFS .� OyERTOPPING FREQUENCY = 500— YRS W OVERTOPP/NG ELEVAT/ON = 3/72 FT N H � DATE oF SURVEY = 9 3-14 � AT�D4LTEAOFNSURVEY = 307.4 fT � .� a v` 2 � 10 11 12 13 14 15 16 17 18 19 20 U Z � Z � W W Z : � � � p Z : � Q ; �U PROJECT REFERENCE SHEET NO. �7. �. DEPT.OF T�iA�V�9PO�LTATIO�V �7gp,5.R.57 - GRANVILLE #25 DIVI�IO�V OF HI(3HWAYy� (iRA�IVILLE �OU�7TY P�LI�II�TARY PLA1Vy� PRO�TF.�T:17$Pl�S.R,S`7 no �ro'r aon (� v�nox WETLAND AND SURFACE WATER IMPACTS PERMIT ����E �vo.�, ovER r�v�m LETE �,��v� $�1'IITH �`REEg 0�7 .4R ly1Q °O �OT �x x/w 6avraFm�oar (t,AW�rr�E itOA�D) $IiEET OF PERMIT DRAWING SHEET _ OF _ GLI 0 0 50 0 z 30 20 1 1 20 30 0 50 60 0 a W J ,^ �.i V N Q W Z � V dS � W O = o O 3 0 w z o � � g a (.� Z w ' w � 3 2�� 00 m o 2 31 .34 w— — -- ._._ _ — 3 3.08 -- — — — � TA 14+5 x 3 E L s SITE 1 N C .3 � C � C .j C W N< < � d � 2 � _ WETLAND AND SURFACE WATER IMPACTS PERMIT CLASS "I" RIP ���_����I.� �� ������Y �� -L- 15+35 FOR BENT #1 (NORTH SIDE) -L- 15 + 65 FOR BENT #2 (SOUTH SIDE) VARI ES 13 TO 17 FT. „ „ _JCLASS II RIP RAP �STREAMBED VOLUME OF CLASS "II" RIP RAP BELOW OHW: 65 CY 25 CY (BENT #1 - NORTH SIDE) 40 CY (BENT #2 - SOUTH SIDE) _� PERMIT DRAWING �z° SHEET OF Ca - _ 309.4 307.4 2' �T� �i DE�P� OF �l'R�i�T�OI�PATIO�T �IVI�IUN OF HI�HWAY� �R�i�TVILLE �OiI�TTY ��o�� i��,��y ��u�E �vg� OVEI� �IITH �`R�ES O�T � lyl�) �HELT OF 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+91 to 14+57 -L- ROADWAY FILL < 0.01 < 0.01 2 15+34 to 15+55 -L- 24" PCCS, 1@ 70' < 0.01 43 BANK STABILIZATION 0.02 78 TOTALS*: < 0.01 < 0.01 0.02 < 0.01 78 43 0 *Rounded totals are sum of actual impacts NOTES: Revised 3/12/13 z c� w Z N (� oZ Cu �______________________________ � O � Y � " I � �� " I � I : (�> I � \ (�) i'� " I � I-I � �� i'� (�� I . I \ �� ��) � � � � � ��) � ��) � �—� � � � �—� ��` .'> > � � , I _ I LOCATI0111: BRIDGE 1110. 25 OVER SMITH CREEK 0111 SR 1710 (LAWRE11tCE ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE AND STRUCTURE BUFFER IMPACTS PERMIT � � *DESIGN EXCEPTION: SAG VERTICAL CURVE K VERTICAL SSD SUPERELEVATION � GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) TO E HORSESHOE f SR 1709 DESIGN DATA ADT (2012) = 1800 ADT (2035) _ ? V = 55 MPH C�SS = MINOR COLLECTOR SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.091 MILES LENGTH STRUCTURE TIP PROJECT = 0.013 MILES TOTAL LENGTH TIP PROJECT = 0.104 MILES P�epored In the Offlce of Haich MotF,{�acDonold for DIVIS701V 5 NORTH CAROLlNA DEPARTMENT OF TR9NSPORTATION 2012 STANDARD SPEC7FICATIONS RIGHT OF WAY DATE: TIM JORDAN, PE PROJECT ENGIh'EER TRENT CORMIER, PE LETTlNG DATE: frrDrwur.,cs Excrxeea NCDOT CONTACT: LISA GILCHRIST, EI qp�sa srem vaa�6r �i xu �r mr.w am ➢�/D �O �JL D�D��O 1 y�'.�w..on6r �% .,d.a�x% mb�,u, 17BP.5.R.57 P.E. �002 �8 btiti R Rp,qO ROADWAY DESIGN ENGINEER P.E. SIGNAZUR&: HYDRAULICS ENGIIVEER P.E. SIGNATUXE: P�ELI�vII�TARY PLAIV@ Du �tar v� non �ernv(mox ING`'O�'I�LETE PLA�T@ uo �mr v�a �mn �vw wpnvr�rriox �'�i:���� 1�4���,��1 ,+���+:��:�iR1�:�j�� �� r_i`1�i�1►:�1iii*+��'���''iJ� •�,,,• PLANS PREPARED BY: � Hatch Mott �� MacDonald PO Box 700 Fuquay-Varina, NC 27526 (919)552-2253 (9191552-2254 (Fax) www.hatchmott.com LICENSE NO. F-0669 1 � i121 Kingdom Way, Suite 100 Raleigh, NC 27607 �C Lin�.n+�. Vo� F-n4.�a Engineering DETAIL A DETAIL B DETAIL C DETAIL D BANK STABILIZATION LATERAL 'V' DITCH LATERAL 'V' DITCH TOE PROTECTION ' No o s a1e� , �o. �o =�o�e� , �a„o s�a�e, � �a„o s�a�e, QA VAR. � gF No�ural HArukni ti S( Oirch 2' Slop�e ���� D, Ground 51 Fiel ���r. �� p' Grou�d GROUND b F� Grode �-��mi . d P d Min. D= 1 it. d 6= 2 F. Geo�axr�le d= � F� GEOTEXiIIE Min. D= 1 Ft. b= 5 F. sioPE h = 2 Ft. Type of Liner= Excelsiar Matting Type o4 Liner= Class B Ri�SRop Type of L'�ner= Class B Nip-Rap Type of Liner- Class II Rip-Rap -L- STA. 13+00 TO 14'-75 RT -L- STA. 14+75 TO 15+00 RT -L- STA. 16+02 TO 17+50 LT -L- STA. 15+27 -L- STA. 15+62 � V i Z z z �� oZ � a BILL T. i vu� P u � DB 201PG 288 MB 35 PG 57 C � � O S V Z c� z � w Z �� O W �a �U � r� � � � b � N C 3 a � a � � E C O QUAN I ITY FOR CXCAVATION LIMITS IS I�ICLUDED IN UNCLASSIFI�D S i RUCTURF EXCAVATIO� /�� - - - POT Sta.10+00.00 . -L- POT SYa. l3+OOd / � i��� �r � S : / '�' �' �4 �►' l ,i ' �y �y �y �, �' �'� � / �f' �' '�' ')' ^ '�' � I �y cns ,y � ��♦ iTNEsJ - -e, _ �Y L _ TNc R/W � POST M — � / . .. � RETAIN ' "_ "' ' " .. _ _____ �15'RC�____ —T= —. � RETAIN t�� L : n Y IOO O L i V L 50 100 � SCALEe I"= 100' HORIZe r� � � DEXTER D. BAILEY HEIRS c/o ROCHELLE MANN SEE ENLARGED AREA ON NEXT SHEET �. �v �r �r �' i �y '�' � �' �r � � �. '�' �. _ \� � ti . �� �W�e� / � �y '� �. �\ �Y �Y TAMARA TURNER D9. 2012 PG 308 M8 40 PG 98 \� � RUSSELL S. & KELLY P. CORLEY p.B 1411 PG 744 MB 40 PG 98 �'i EIP O 0 MICHAEL & CYNTHIA LO�RY -L- PROTECTION DETAIL C 55 TON RIP RAP 185 SY GEOTEXTILE JACK & GLORIA NORWOOD BUFFER IMPACTS PERMIT ` IMPERVIOUS DIKE SHALL BE CONSIDER�D NCIDENTAL TO THE REMOVAL OF THE EXISTING �TRUCT'JRc. �� � � JOAN GLOVER � ' � / . ROBINSON ��, k � /W� , /�� / BU F ��� � sH � ' � / ' X ISFD I / � � ; � / / ; � � ; � / . � � �� EIP � � . � fXrc.,.. TOTAL PROJECT LENGTH: 549 FEET SITE 1 PROPOSED BRIDGE: SINGLE SPAN 24" PCCS WITH 4' CAPS, 1@ 70' PL/`"�N VIEW EXISTING BRIDGE:3 SPAN BRIDGE 1@17'7"-1@17'-1@17'7" , \�� LEGEND _BZ �_ RIPARIAN BUFFER ZONE 1 (30') —gZ 2— RIPARIAN BUFFER ZONE 2 (20') � ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) � ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSWG) V Z � Z � w w Z �� oW �a � - °' - C c.� � � 3 a � n � Y 0 Y BUFFER IMPACTS PERMIT 30 0 15 30 SCALEo I"= 30' HORIZo SITE 1 ENLARGED PLAN VIEW LEGEND RIPARIAN BUFFER ZONE 1 (30') RIPARIAN BUFFER ZONE 2 (20') ALLOWABLE IMPACTS ZONE 1 (BRIDGE) ALLOWABLE IMPACTS ZONE 1 (ROAD CROSSING) ALLOWABLE IMPACTS ZONE 2 (ROAD CROSSWG) BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE EXEMPT REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ftZ) (ftZ) (ftZ) (ftZ) (ftz) 1 21" PCCS, 1 70' 14+63 to 16+44 -L- X 1958 1958 X 1103 1830 2933 TOTAL: sos� 1830 4891 0 0 0