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HomeMy WebLinkAboutWPO202200017 Plan - Stormwater 2022-04-12POLLUTION PREVENTION PLAN KEY SfRBOL AGTNR\' PRoTEcnoN R NGY£ ® CONCRETE vusNCRAJNETE C.. vusTE SIRUCTUPE Q OONSTRULT N GT PAINTING, RJG,AND c1EANING FalCEYIATERING CPERATIWs M ENV oarvERv uo STORK E ® MATERIEL uRE WRNG PROI PRocEss ® ssTE asPosu GNRo QyNITART WASTE �� YOPERATIONS Ns © WASHWAIERs LEI 4EIIIaEAND EWI WASHING MNL BO% oNSI UELIND BLIND PHASE 1 1. REMOVE THE THREE TREES FACING RIO ROAD WEST. 2. INSTALL CONSTRUCTION ENTRANCE ON RIO ROAD WEST IN THE LOCATION THAT THE TREES WERE REMOVED. 3. INSTALL INLET PROTECTION AS SHOWN ON THIS SHEET. 4. INSTALL SEDIMENT TRAP AS SHOWN ON THIS PHASE AND ITS DIVERSION. 5. INSTALL STORM STRUCTURE A4 TO Al. 6. INSTALL SILT FENCE AROUND THE PERIMETER AND BY THE STREAM AND THE SEDIMENT TRAP. 7. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. 8. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, STOCKPILING AND DEMOLITION THE EXISTING STRUCTURE. 9. MAINTAIN SILT FENCE, SEDIMENT TRAP, DIVERSION, AND CONSTRUCTION ENTRANCE. NOTES: 664 WEST RIO POLLUTION PREVENTION PLAN - PHASE 1 1. CONTRACTOR SHALL ADEQUATELY STABILIZE ALL DISTURBED AREAS ON DAILY BASIS. 2. THE INSPECTOR MAY REQUIRE ADDITIONAL MEASURES DEPENDING ON SITE CONDITIONS. 3. CONTRACTOR CAN RELOCATE POLLUTION PREVENTION ITEMS, BUT MUST MARK UP DRAWINGS WITH UPDATED LOCATION. 4. IMPORTS/EXPORTS MUST BE NOTED IN THE SWPPP GRADING LOG. 5. LIMITS OF DISTURBANCE TO BE FIELD MARKED WITH WHITE FLAGS OR WHITE PAINT 6. ALL SOILS ARE HSG B 7. FUEL CONTAINMENT SIZING. ESTIMATED FUEL TANK: 200 GAL=27 CF LAY PVC IMPERMEABLE LINER ON TOP SUPPORTED BY HAY BALES TO CREATE CONTAINMENT. MAX CONTAINMENT DEPTH=1.5'. BASE FOOTPRINT: 4'x8'=32SF. AT 0.9' HEIGHT OF FUEL STORAGE, BASE STORAGE VOLUME= 29 CF. 1.1 x 10-YR RAIN DEPTH=1.1x5.6"=0.51' FINAL FUEL CONTAINMENT SIZE: 4'Wx8'Lx1.5'D SOIL EROSION & SEDIMENT MAILBO) CONTROL SYMBOLS MaN IMNE, W SANITARY D.B. 1270-: INv=os.Ds TM. 45-100C IIr 1 1 1 I I TM. 45-100B RAIN 1 GAGE EXIS REPRESENTING THE TjfELINETTO 1 ZONING DIMSON REMAIN 1 1 RI°2s FBG - NE% AREA / I RI029 fnC - CORE AREA (IF%20%.) I 1�IFD v / i I r/L �1.j i..l I �1 %� IIN t NO. TITLE KEY PEC M. 3.02 CONSTRUCTION ENTRANCE C EASEENT N CENTRAL (�0 TEIE OF INIA DST M VIRCINIA OBA CENNRYLIHH X -X 3.05 SUPER SILT FENCE SF O.B. 4]Ifi-31 Mc - [% _ N_NIIM, 3.09 TEMPORARY DIVERSION DIKE ol¢s Li'i yin K I [DRAWN TO SCALE] 3.13 SEDIMENT TRAP ® 3.07 INLET PROTECTION �P EASEMENT TO WuuWNEALTH OF MRpxu S 3.31 TEMPORARY SEEDING TS J D.B.4592-425 pS 3.32 PERMANENT SEEDING � n.w,a tlrn 3.35 MULCH EX mo 3Di- e�� 3.39 DUST CONTROL BENCHMARK: EL OF ICROPON- INLET E(EvanaN-e2na I = It = LIMITS OF DISTURBANCE LOD S SEDIMENT TRAP DRAINAGE AREA SHIMPENGINEERING, P.C. BV6TEEBIN6-IAMJPIANNW6-PR0J&7M"A6E1 ff u ( 4)R N' join D.B. B , ca I ;. N. 1 I 5,1NITARY $EµE 1\ ES7,\ 1 LL Y'B. 12J211 \ \ \\$ANITakY 11 EMT uM PLAT 1 1 \1\ 26' SA IITA 1 D.EW BN270-]1i11 \114 PIp71\\ / � I j II II 1 11 11 11 11 1 I I TM. 46-tot \ DI HOLLY BIRCH BEECH TM. 45-173 \ r 1 s \ / RIP \ eV (TO DITCH (TO IA 1 REMAIN) I 11 I � I If I I MH-1 ' NPMW.19 INv-474.67 TM. 45-94B / INV-477.95 / T_E FROM INv-an.70 NV-477.46 ✓�1 /I 1 \ RIP -RAP DITCH B/ s 1i?ir\-11r/ i / MH-1 MX-I Ca M4H6.�6• / _ \BDUNDART GAP INV=Q1.88 x _x IL IT - ARN 1 TW-51131 INV=50148 _x -x -x _xOP-491 INSTALL %'I 30 0 3 M. 45-105 � � TM. 45-102 DETAL® Scale: 1 "=30' SLOPES TO REMAIN 16.41' POLLUTION PREVENTION PLAN KEY BOL ACTN PROTEcnC R NGY£ ® u C FOUGMGrTAN o CEMENT vusTE STRUCNPE Q STRUCTIDN Sn 000, PAINTING, PND CLEANING FalCEl44TFRING OPERATIWs M ENV oalvFxv uo STORK E ® MATERIK usE WRNG WILdNG PRocEss ®soLlovusTE asPosu Q swlTAm vusTE Q�T, uNDsc nNG �J oPEruno"s © WASH WA S 4iI1KOLEAND EW INGT W/SHING NNL BOX oNSI FUELING PHASE2 664 WEST RIO 1. UPON APPROVAL OF E&S CONTROL MEASURES, INSTALL THE NORTHWEST RETAINING WALL AND SILT FENCE, AND POLLUTION PREVENTION PLAN - PHASE 2 PORTION OF THE WALL ON THE SOUTHEAST PORTION. 2. ADJUST THE SEDIMENT TRAP AS SHOWN ON THIS PHASE 3. LAY DOWN STONE ON THE CONSTRUCTION ACCESS PATH. 4. INSTALL ROW DIVERSION AND ADJUST THE FILL DIVERSION AS SHOWN. 5. EXCAVATE DIRT WHERE THE SELF -STORAGE BUILDING IS PROPOSED AND STOCKPILE IT OR HAUL IT OFFSITE 6. BEGIN CONSTRUCTION OF THE FIRST TWO STORIES OF THE SELF STORAGE BUILDING WHILE SIMULTANEOUSLY SETTING UP THE BUILDING PAD AND INSTALLING THE FOOTING FOR THE APARTMENT BUILDING 7. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES NOTES: 1. CONTRACTOR SHALL ADEQUATELY STABILIZE ALL DISTURBED AREAS ON DAILY BASIS. 2. THE INSPECTOR MAY REQUIRE ADDITIONAL MEASURES DEPENDING ON SITE CONDITIONS. 3. CONTRACTOR CAN RELOCATE POLLUTION PREVENTION ITEMS, BUT MUST MARK UP DRAWINGS WITH UPDATED LOCATION. 4. IMPORTSIEXPORTS MUST BE NOTED IN THE SWPPP GRADING LOG. 5. LIMITS OF DISTURBANCE TO BE FIELD MARKED WITH WHITE FLAGS OR WHITE PAINT 6. ALL SOILS ARE HSG B 7. FUEL CONTAINMENT SIZING. ESTIMATED FUEL TANK: 200 GAL=27 CF LAY PVC IMPERMEABLE LINER ON TOP SUPPORTED BY HAY BALES TO CREATE CONTAINMENT. MAX CONTAINMENT DEPTH=1.5'. BASE FOOTPRINT: 4'x8'=32SF. AT 0.9' HEIGHT OF FUEL STORAGE, BASE STORAGE VOLUME= 29 CF. 1.1 x 10-YR RAIN DEPTH=1.1x5.6"=0.51' MAILE FINAL FUEL CONTAINMENT SIZE: 4'Wx8'Lx1.5'D MAX W11 SOIL EROSION & SEDIMENT CONTROL SYMBOLS NO. TITLE KEY TM. 45-1000 1 I TM. 45-100B 1 RETAINING WAIL 1 IMAX.w -IH 1 RErwING N'Au ' 1 1 1 1 ` I Madly I I tii ^-.1 i I � I I 1 r l I I I I RAIN GAG61 I t'r I -._.. I I 1 \ MA 4 . \ \ 27B1I \ q HSG B\I I `\ \ 1 \ PED, U tt I I N' u MANX E I I P'� I 3.02 CONSTRUCTION ENTRANCE © EASEMENT TO CENTRAL (T0 R AIN> ID I N , TELEPHONE COMPANY OF VIRGI4, My NR'INK O.B. 6]19-31 X — X 3.05 SUPER SILT FENCE 3.09 TEMPORARY DIVERSION DIKE D o�o�I at B on 3.10 TEMPORARY ROW DIVERSION [DRAWN TO SCALE] 3.13 SEDIMENT TRAP O EAEEWENT TO ® 3.07 INLET PROTECTION P COMMONG,=A`TH B.: 2'Vz5 \I 1 ; / z78� 3.31 TEMPORARY SEEDING /HSG B 1 / / PS 3.32 PERMANENT SEEDING / BENCKNARK: IXNC �1•(MI`/IUjr� 3.35 MULCH TOP OF INLET EIEVAnON-527.M \ \ ~¢ DC 3.39 DUST CONTROL � MAX BNI➢-ro- 1 q LIMITS OF DISTURBANCE © LINE .IR ` SEDIMENT TRAP DRAINAGE AREA 1 a� LOD SHIMPENGINEERING, P.C. �'"T A"m `EMT o.e. 1057-527 o.B. IO35-K5 AT PV6TI6FEBING-L4/YV"NRi'G-PR0MTM"A6E1 FeYf TM. 45-102 <.3.1 TM, 45-105 I Scale: 1 "=30' 1 1 1 \ 1 1 1 1 I I I I SLOPES TO REMAIN TM. 45-173 fgo TM. 45-94B POLLUTION PREVENTION PLAN KEY 9OL ACTN PRoTEcTICN GAN WOE ® cC WAGIOUTAMD TAN CEMENT wAsiE SIRUGTUPE Q STUCCO N STUCCO AND c1EANING FalDEYIATQtI- oPE.,.A oarvERv uo STOMGE ® MATERIPL uGE WRNG PRI PRocEss ® ssTE GSPosu Gv;FG QyNITgRY WASTE �� YoEEMERAD 11oNs © WASH WA S ILL 4EIIICLEAND EWIPAFM WASHING M LAm 0-1- H FUELING PHASES 664 WEST RIO 1. UPON APPROVAL OF E&S CONTROL MEASURES, COMPLETE BUILDING THE WALL ON THE SOUTHEAST PORTION. POLLUTION PREVENTION PLAN — PHASE 3 2. INSTALL THE STORMWATER PIPES, DETENTION SYSTEM 1, AND ADJUST THE SEDIMENT TRAP DIVERSION AS SHOWN ON THIS PHASE. 3. COMPLETE CONSTRUCTION OF THE SELF STORAGE AND APARTMENT BUILDING STORIES. 4. INSTALL WATER LINE AND SANITARY LATERALS AS SHOWN ON THIS SHEET. 5. INSTALL WIRE SILT FENCE ON THE OTHER SIDE OF THE STREAM AND BEGIN CONSTRUCTING THE LINEAR PARK TRAIL. 6. STABILIZE THE STONE STOCKPILE AND CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES NOTES: 1. CONTRACTOR SHALL ADEQUATELY STABILIZE ALL DISTURBED AREAS ON DAILY BASIS. 2. THE INSPECTOR MAY REQUIRE ADDITIONAL MEASURES DEPENDING ON SITE CONDITIONS. 3. CONTRACTOR CAN RELOCATE POLLUTION PREVENTION ITEMS, BUT MUST MARK UP DRAWINGS WITH UPDATED LOCATION. 4. IMPORTSIEXPORTS MUST BE NOTED IN THE SWPPP GRADING LOG. 5. LIMITS OF DISTURBANCE TO BE FIELD MARKED WITH WHITE FLAGS OR WHITE PAINT 6. ALL SOILS ARE HSG B 7. FUEL CONTAINMENT SIZING. ESTIMATED FUEL TANK: 200 GAL=27 CF LAY PVC IMPERMEABLE LINER ON TOP SUPPORTED BY HAY BALES TO CREATE CONTAINMENT. MAX CONTAINMENT DEPTH=1.5'. BASE FOOTPRINT: 4'x8'=32SF. AT 0.9' HEIGHT OF FUEL STORAGE, BASE STORAGE VOLUME= 29 CF. 1.1 x 10-YR RAIN DEPTH=1.1x5.6"=0.51' FINAL FUEL CONTAINMENT SIZE: 4'Wx8'Lx1.5'D MAILS MINE SOIL EROSION & SEDIMENT CONTROL SYMBOLS NO. TITLE 3.02 CONSTRUCTION ENTRANCE X - X 3.05 SUPER SILT FENCE 3.09 TEMPORARY DIVERSION DIKE �A A 3.10 TEMPORARY ROW DIVERSION [DRAWN TO SCALE] 3.13 SEDIMENT TRAP ® 3.07 INLET PROTECTION 3.31 TEMPORARY SEEDING PS 3.32 PERMANENT SEEDING 3.35 MULCH DC 3.39 DUST CONTROL S = LIMITS OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA SHIMPENGINEERING, P.C. BV6TEEBIN6-L4AV ANNW 6-PR0J&7M"A6E1 ff u <w,G a KEY ©EASEMENT TO CEN7RALL TELEPHONE COMPANY OF MRGINIA ERA CENSF D.B. ARttINH D WD OEASEMENT TO E] COMMONWEALTH OF NRGNIA r D.B. ARW2-425 TS E _P-5 E E LOD Ytl SANITARY D.B. 1270-I _ TM. 45-1000 1 1 _ I 1 TM. 45-100B 1 RETAINING Wµ. 1 IMgR HT. �Itl DASHED LINE 1 gE{µMp ,hgLL 1 1 1 1 REFROXNRNG FIREj 1 ZONING DIWSON R1049 iBC I I I I AFLEX REA R1029 FEE - GORE I AREA (APPROX.) I i A l II RAIN GAGI V HSG ro II r EX. IEL. _ I RO%, iE ! I I PRO, UT TY MANH E I I (i0 R AIN) I MN( BUIL➢-Tl1 LINE 11 30' MINT ACCESS ESLT. D.B. 1037-U7 O.B. IOM-"5 PLAT TM. 45-102 - sl H 1 1 11 1 1, 1 I, I I I V _ D3 OB ON i 7(5' /II I J \ TM. 45-105 1 \ I sgxlTAxv yEMm \ \ \ \ \ \\\ 1 \1 \\\ \SANITARY S..IT. 1 1 1 \ 1 ID.B. 1270-701, 1 704 PUT 1 \ 1 \ \ 1 SHMBR E D.B.Itz7D-7171 OIl FU II i l i l \1 a� 11 1 11 II I 1 II '1 \I0 11 1 11 I I Q 1 11 1 '1 1 Is I I I I II II I I I I j j I I I I I I I I Scale: 1 "=30' TM. 45-173 \ \ \ go \ - f \ I r- 1 I 1 I I 11 II � 1 / TM. 45-94B I I / 011TLE I PROTEC I I I 1 /I \ / 1 RIP -RAP DITCH \ I r / MANAGED SLORES TO REMAIN POLLUTION PREVENTION PLAN KEY BOL ACTPT PRI RNNGY£ ® CC NFRR WAS WTANTAND CEM. wAsiE SIRUCTUNE Q STRUM N GT 000, PLANTING PND C.I. FR 1ING alI OPEN n OPER LUiPTMI oaINERV ALAI STORN E ® MATERIWUse WRNG PRoeess PROI ® ECLID. asPosu Q swITAlev wasiE Q�T, uNDSc nNG �J oPeRrmoNs © WASH WATRs �L 4i VIPMAND EWIPLFNi WASHING uaL IN A 0-1- ONLINE FUELING PHASE4 664 WEST RIO 1. UPON APPROVAL OF E&S CONTROL MEASURES, DEWATER AND REMOVE THE SEDIMENT TRAP. POLLUTION PREVENTION PLAN - PHASE 4 2. BEGIN CONSTRUCTION OF THE PARKING AREA (LOWER DECK AND UPPER DECK), 3. INSTALL THE REMAINING OF THE STORM STRUCTURES, DETENTION SYSTEM 2 AND BRING SITE TO FINAL GRADE. 4. FINISH PAVING AND CONCRETE WORK WHERE NECESSARY, AND INSTALLING SIDEWALKS, CURB & GUTTER AND STABILIZE SITE USING ROAD CONSTRUCTION STABILIZATION. NOTES: 1. CONTRACTOR SHALL ADEQUATELY STABILIZE ALL DISTURBED AREAS ON DAILY BASIS. 2. THE INSPECTOR MAY REQUIRE ADDITIONAL MEASURES DEPENDING ON SITE CONDITIONS. 3. CONTRACTOR CAN RELOCATE POLLUTION PREVENTION ITEMS, BUT MUST MARK UP DRAWINGS WITH UPDATED LOCATION. 4. IMPORTS/EXPORTS MUST BE NOTED IN THE SWPPP GRADING LOG. 5. LIMITS OF DISTURBANCE TO BE FIELD MARKED WITH WHITE FLAGS OR WHITE PAINT 6. ALL SOILS ARE HSG B 7. FUEL CONTAINMENT SIZING. ESTIMATED FUEL TANK: 200 GAL=27 CF LAY PVC IMPERMEABLE LINER ON TOP SUPPORTED BY HAY BALES TO CREATE CONTAINMENT. MAX CONTAINMENT DEPTH=1.5'. BASE FOOTPRINT: 4'x8'=32SF. AT 0.9' HEIGHT OF FUEL STORAGE, BASE STORAGE VOLUME= 29 CF. 1.1 x 10-YR RAIN DEPTH=1.1x5.6"=0.51' FINAL FUEL CONTAINMENT SIZE: 4'Wx8'Lx1.5'D SOIL EROSION & SEDIMENT CONTROL SYMBOLS c4bt4"pt4pt4bt4bi [DRAWN TO SCALE] fON \:J PS NO. TITLE 3.02 CONSTRUCTION ENTRANCE 3.05 SUPER SILT FENCE 3.09 TEMPORARY DIVERSION DIKE 3.13 SEDIMENT TRAP 3.07 INLET PROTECTION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCH 3.39 DUST CONTROL = S = LIMITS OF DISTURBANCE S SEDIMENT TRAP DRAINAGE AREA SHIMPENGINEERING, P.C. BV6TEEBIN6-L4AV ANNWG-PR0J&7M"A6E1 IT RA u ( 4)R KEY ©EASEMENT TO C-TRALL TELEPHONC COMPANY O M VIRGINIA OBA CENNRT-INK SF 0 .6. a1e—m O r EASEMENT TO TSJ WuuWNEALTH OF MRONIA DI ASe2-425 T01 CD LOIN W SANITARY D.B. 1270-: TM. 45-1000 IIr 1 1 1 _ I TW 45-100B I I I OASNED LINE I I I 1 REPRESENTING THE ZONING DIMSICN RID29 iBC AFILE REA R1029 FBC - CORE I AREA (IF%20%.) vAll 7 II _w f% HSG B \ I 11 \ BE. r 127� i iN HSG RED, U iY MANX I I P'N� I (i0 I 1 I / 1 LAINti OIfWND ME EL RRE1 /STREET IEMS- FIFE - I I I I I \ I I I \ \ 1 I I I - 30' MINT ACCESS FAIT. D.B. 1037-527 D.B. 1035-"5 PLAT TM, 45-102 B ,IIIIIIIII i :- _•_ C _ Rm �, IN, I TM. 45-105 Scale: 1 "=30' i\ \ 1 I 1 1 I 1 1 1 / I I jI I I TM. 45-173 3_;�=!� I \ � I i MANAGE" SLOPES i0 REMAIN TM, 45-94B