0 � M< � 0 �· �' �· z , z �� ,z ½ N- · > cs :: ... 1 �o ;j N - \; � - !:: Q '- : (ii - r •• - ow ;: c a:' < �· .o 0 �u �z�- '1' �5 1 - - �N � i A1. PLAN INDEX A. CONSTRUCTION PLAN LOCATION A1. PLAN INDEX OF SHEETS /JJ.. VICINITY MAP SHOWING PROJECT LOCATION: ___ . A3. NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT: A4 LATITUDE ANO LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS· .. _ AS LEGALDESCRIPTION OF THE PROJECT SITE: . .. ............................................ SHEET 02 .......................................... SHEET 03 . ................................................... THIS SHEET ................................................ THIS SHEET AS 11 BY 17-INCH PLAT SHOWING BUILDING LOT NUMBERS BOUNDARIES AND ROAD LAYOUT fNAMES A7. BOUNDARIES OF THE 100-YR FLOODPLAINS, FLOODWAY FRINGES, AND FLOOOWAYS: ........................ AS. LAND USE OF All ADJACENT PROPERTIES .... THIS SHEET ..... ATTACHMENT . SHEET 14 THIS SHEET .............. THIS SHEET A9. IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL AtO. NAME(S)OFTHE RECEIVING WATER($) ................................ THIS SHEET A11. IDENTIFICATION OF DISCHARGES TO AWATER ON THE CURRENT 303{D) UST OF IMPAIRED WATERS AND THE POLLUTANT($) FOR WHICH IT IS IMPAIRED: ................................... THIS SHEET A12. SOIL MAP OF THE PREDOMINATE SOIL TYPES .. SHEET 14 AA1143.. IIDDEENN TT II FF IICCAATT IIOONN AONFDANLOYCOATTHI OENR OSTFAATLEL OKRN OFWEDNEWRAELTLWAANTDESR. lQAUKAELSI T, AY NPDE RWMAI TTSEROCR OAUURTSHEOSROI ZNATOI OR NASDJTAHCAETNATRTEORTEHQEUPI RREODJEFCOTR SCI TOEN:S. T. . .R. .U. . .C. . T. . .I .O. . N. . . .A. . C. . .T. . I.V. . .I .T. .I.E. .S. . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . T H I S SHEET A15. IDENTIFICATION AND DELINEATION OF EXISTING GROUND COVER, INCLUDING NATURAL BUFFERS: ............ ...... A16. EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO !NDICATEO DRAINAGE PATTERNS: ...... A17. LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE: .. A1B. LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE A19. LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: . ............... THISSHEET .. SHEET 4-9 . SHEET 4-9 ....... SHEET 4-9 .......... SHEET 4-9 .......... SHEET 4-9 A20. EXISTING PERMANENT RETENTION OR DETENTION FACILITIES INCLUDING MANMADE WETlANDS, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT: ................. THIS SHEET A21. lOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES: ......................... THIS SHEET A22. SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: ......................................................... ................................................ ............................................................................. THIS SHEET A23. TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: ................ ................. THIS SHEET A24. PRPOPOSED FINAL TOPOGRAPHY ................................................................. THIS SHEET A25. LOCATION AND APPROXIMATE BOUNDARJES OF ALL DISTURBED AREAS: A26. LOCATIONS , SIZE AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEMS SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS A27. LOCATION OF SPECIFIC POINTS WHERE STORMWATER ANO NON-STORMWATER DISCHARGES Will LEAVE THE PROJECT SITE: ... ... THIS SHEET . . S S H H E E E E T T 4 4 - -9 9 A28. LOCATION OF ALL PROPOSED SITE IMPROVEMENTS INCLUDING ROADS UTILITIES. LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES AND COMMON AREAS· SHEET 4-9 A29. lOCATION OF ALL ON-SITE AND OFF-SITE STOCKPILES AND BORROW AREAS: ... A30. CONSTRUCTION SUPPORT ACTIVITIES THATARE EXPECTED TOBE PART OFTHE PROJECT: __ A31 LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FORTHE PROJECT INCLUDING. BUT NOT LIMITED TO STREAM CROSSINGS AND PUMP AROUNDS: ... B. STORMWATER POLLUTION PREVENTION PLAN: 6B 21 . DS TEAS BCLREI PCTOI ONNS TORFUPCOTTI OE NN TEI AN LT RSAONUCREC LEOSCAASTSI OO NC SI AAT ENDD WS PI TEHC CI FOI CNASTTI OR NU CS :T. I .O. . N. . . . A. . .C T I V I T I E S : 63. SPECIFICATIONS FOR TEMPORARYANDPERMANENT STABILIZATION: B4. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: .. 65. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: B6. RUNOFF CONTROL MEASURES: ....... 67. STORMWATER OUTLET/INLET PROTECTION LOCATION AND SPECIFICATIONS· BB. GRAD STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS 69. DEWATERING APPLICATIONS AND MANAGEMENT METHODS: ...................... B10. MEASURES UTILIZED FOR WORK WITHIN WATER BODIES: ................. B11. MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE: .............. B12. PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATERQUALITYMEASURES IN RELATION TO LAND DISTURBANCE: .. B13. PROVISIONS FOR EROSION ANO SEDIMENT CONTROL ON INDIVIDUAi. RESIOENTlAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT 614. MATERIAL HANDLING AND SPILL PREVENTION: ... B15. MATERIAL HANDLING AND STOAAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY C. POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN: C1. DESCRIPTION OF POLLUTANTS ANDTHEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: C2 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES C3. PLAN DETAILS FOR EACH STORMWATER MEASURE: .. C4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: ... C5. DESCRIPTION OF MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION WATER QUALITY MEASURES: CB. ENTITY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF POST-CONSTRUCTION STORMWATER MEASURES ..... MAINTENANCE NOTES: 1) SILT FENCE REQUIREMENTS a. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. b. PIFOFRETNIOCNE IFMAMBERDICIATTEEALRYS. , STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED c. RTHEMEOFAVBERDICEPTOOSBITUELDGSEE. DIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR CAUSES d. TAKE CARE TO AVOID UNDERMINING THE SILT FENCE DURING CLEAN OUT. THIS SHEET ..... THIS SHEET THIS SHEET LOCATION THIS SHEET THIS SHEET THIS SHEET THIS SHEET ll11S SHEET THIS SHEET THIS SHEET ....... THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET LOCATION THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS SHEET e. ATHFTEEDRISTTHUERCBOEDNTARRIBEUATTIONGGDRARDAIENAAGNOE ASTRAEBAILHIAZES.BEEN STABILIZED. REMOVE THE FENCE ANO SEDIMENT DEPOSITS. BRING 2) TEMPORARY GRAVEL CONSTRUCTION ENTRANCE REQUIREMENTS a. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. b. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. c. TOP DRESS WITH CLEAN STONE AS NEEDED. d . IBMUML EKDCI AL ETAE RL YI NRGEOMFOAVCE CMUUMDUAL AN TDESDE SDEI MDEI MNET NTTRSAHCAKLELD NOORT WI NACSLHUEDDE OFNL TU OS HPI NU BGLWI CI TRHOWA DAST EBRY B R U S H I N G O R S W E E P I N G . e. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. c. TEMPORARY ROCK CHECK DAMS d. INSPECT ROCK CHECK DAMS AFTER EACH STORM EVENT AND I M MEDIATELY REPAIR AND EROSION AND PIPING HOLES. e. REMOVE SEDIMENT WHEN IT IS ACCUMULATED AT ONE-HALF THE DESIGN DEPTH. f. INSPECT VEGETATION AND RESEED IF NECESSARY. g. SAIFTTEETROABLLLEDNISDTWURITBHEADDAJROEINAISNGHAAVREEABESE, ANNSDTASTBAILBIZILEIZDE, R. EMOVE THE FAIRCLOTH SKIMMER AND SEDIMENT. SMOOTH THE 4) RIPRAP a. OINRSPDEOCWTNPSELROIOPDE.ICALLY FOR DISPLACED ROCK MATERIAL, SLUMPING, ANO EROSION AT EDGES ESPECIALLY DOWNSTREAM 5)INLET PROTECTION a. INSPECT DAILY. b. SR EE DM IOMVEEN TA CI NCAU NM UALRAETAEWD HS EE RD EI MI TENWTI LFLRNOOMTPRAEVEENDTAERRETAH(ED OP ANVOETD FALRUESAHOWRI TSHT OWRAMT EDRR) AAIFNTSE R E A C H S T O R M E V E N T . D E P O S I T c. INSPECT FOR DAMAGE BY VEHICULAR TRAFFIC AND REPAIR IF NEEDED. d. WHEN THE CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED, REMOVE INLET PROTECTION. CONSTRUCTION/STORMWATER POLLUTION PREVENTION PLAN (SWP3) NARRATIVE A.CONSTRUCTION PLAN ELEMENTS A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN: SHEET 2 OF THE PLAN SET fR,.O2 A- ADSV:ICSHINEITEYT M1 AOPF DTEHPEICPLTAINNGSTEHTE. PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS. TOWNS, AND MAJOR AS E3 W- NE AR RI NR FART AI VSETORFU CT TH UE RNEATTOU RSEE RAVNED FPUUTRUPROES DE EOVFE TL OH EP MP ERNOTJ EOCNT .T TH HE EEPARS OT JSEI DC ET CO OF NTSHI ES TCSI TOY FOTFHVE I NCCOENNSNTERSU. CTTHI EO NP ROOF JGE RC AT VWI Ti lYl SBAEN IOT WA RNYE R B Y VI MI NPCREONVNEEMSE NWTASTIENRC UL UT DI LEI TAI EPSP AR NODX I MB EA TCEOLNYS 3T, 9R0U0CLTI NE DE AOLNFEEAE TS EOMFE1N2T- ISN TCOH BPEV CA CSQD RU·I R2 6E DG RFARVOIMT YPSREI VWAETRE MP RAOI NP. EARPTPYR OOXWI MNAE TRESL. YT H4E7 5 L I N E A L F E E T OP AF R8T- II NA CL LHY PFVUCNSDDERD · 2T6H RS EOWU GE RH TMHAEJ Nl ,NSDAI ANNI TAA RF IYN AMNACNEH AOUL ET SH .OSREI TWYE' SR SSTEARTVEI CREE VL AOTLEVRI NAGL SF, UANNDD ( SR RE LFA) TL OE DA NA PP PRUORGTREANMA N C E S . T H E P R O J E C T I S AEN4T-RLAANTICTEUDTEOATNHDE LPORNOGJEITCUTDSEITTEOIST:HLEANTEITAURDEES3T8FIFTEEN (15) SECONDS: THE APPROXIMATE LATITUDE ANO LONGITUDE AT THE APPROXIMATE 0 38'35.89" N. LONGITUDE 86o30' 48.46" W TAOS W- LNESGHAIPL,DKENSOCXRCIPOTUIONNTYO,FINTOHIEANPAR.OJECT SITE: A PART OF SECTION COMMON LOTS 8. TOWNSHIP 2N. RANGE 10 WEST, IN VINCENNES IAN6C-L1U1DXED17V-IINACAHSPELPAATRASHTEOWATINTGACBHUMILEDNINTG. LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES: A REDUCED SIZE PLAN OF THE PROJECT IS AF L7O- OBDOPULNADI NA,RFI ELOS OODFWTAHYE FORNI NE GHEU NODRRFELDO O( 1D0W0)AYYE.APRLEFAL OSEO DRPELFAEIRN ST,OF LSOHOEEDTW1A4YOFFRTI NHGEEPSL. AANN DS EFTL.O O DWAYS: THE P R O J E C T IS N O T LOCATE D I N A OABF -T LHAENCDI TUYS EO FOVF I AN CL LE AN DN JEASC. ET NH TE PS RE WO PEERRMT AI E I SN: I TNHI TEI APLRL OY PCOOSNENDE PCRT OS JTEOC AT NI S EAX LI SI NT EI NAGR SSYASNTI TE AMRNYE SAERWEELRK HEOX RT NE NRSOI OAND ,LTOHCEANT EE DX TOENN DT SH EG EEAN SE TR AS LI DL EY UN POSRTTRH EAANMD TEEARSMTI NAUCSR OF RS OS MU NMDAENVHEOL LOEP 4E DT OA RMEAANSHAONL DE A1 1L , OTNHGE EPXRI SOTJI EN CG TCI SO UANDTJ YA CREONATDTCOOCRORMI DMOERRSC. I AI NLC PL RU OD IPNEGR TS YI E VU ES RE SD RF OO AR DWNHEOALRE ST AH LEE BM UAI NL HD OI NLGE M2 .ATTHEER ISAEL WS . EBRE TE vXVTEEENNSMI OANNTHROALVEE1R1 SAENSOAMN AANRHEOAL PE L 1A5N. NT EH DE PF OR RO JAE CF UT TCUORRERRI DEOS RI D EI SN BT OI AUL NSDUEBDD BI VYI SWI OONO. DT EHDE RL EA NADR. EF RN OO ME XMI SA NT IHN0G L E 1 5 T O RP RE OS I JDEECNTTAI ARLEHAOI SM EL OS CAAL TOENDG OTUHTESPI DREOTPHOES UE DR BRAONU CT EO. ROET OH FE RV IANDCJEANCNEENSTALNA ON DI S UGSEENS EI RN AC LL LUYD EC HRAORWA CCTREORPI ZFEADR BMYL AA NGDR IACNUDL TOUPREANL ,F CI EOL MD SM . ETRHCEI A L . ANO UNDEVELOPED LANDS. AM 9O -RI ED ES NP TE ICF II FCI AC TAI LOLNY OT FH EA SUI .TSE. EDPRAAAI NPSP TROO VT EH DE OS WR AENS TDAI TBCL IHS HS EU DB WT MA TD EL R: TS HHEE DS I WT EH LI CI EHS I SWNI TOHTI NL I TSHTEE DR I AVSE RI MDPEASI RHEEDE -VWI AA BMAASNHT LREI VDEI TR CWHAWT EHRI CSHH EI SD . ALSO NOT LISTED AS IMPAIRED. AD R1 0A-I NNSATMOE (ASN) OUFN NTAH EM ERDE CT RE IIVBIUNTGAWRYATOEFRM( SA)N: TTHL EE DEINTTCI RH E( HSUI TCE0L5I1E2S0 1W1 3I T0H2I0N2T) VHIEA RSIHVEEERTOFELSOHWE.E·WABAS H R I V E R WAT E R S H E D . A L L R U N O F F O N S I T E AI M1P1 A• I RI DEEDN: TTI HF IEC AS TI TI OE NI TOS EF LDFI SACNHDATRHGEE US NTNOAAMWE DATT ERRI BOU TNATRHYE OCFUMR AR NE TN LTE3 D0 3I T( 0C)HL II SS TN OO FT IIMN PC AL UI RDEEDDWOANTTEHRES CAUNRD RTEHNETP3O0 L3 L( 0U)TUASNTT (OSF) FI MO PRAWI RHEI CD H I T I S WATERS. FURTHER DOWNSTREAM, THE WABASH RIVER IS LISTED AS IMPAIRED. TA H1 2E • FSOOL ILLOS WM I AN PG OS FO ITL HTEY PP RE SE DWOI TMHI NI NA TTEH ES OS I I LT ET YB POEUSN: DT AH RE YM: OA SL VT I NR EFCI NEEN ST AUNSDDYA LSOOAI LM S, 2U TR OV E5Y PFEORRC EK NN TO XS LCOOPUENST( YA NI NBD) ; I CAAYTRE SS HTI RH EE FP I RN EE SSEANNCDEY O F LSOL OA MP E( SA,YE) : RBOLDOEODM{FSI YE LBD2 } ;L SOYALMVYA NF I NS EI L TS AL ON DA,M2, T6 OT O1 01 2P EPRECRECNETN TS LSOLPOEPSE S( B(LSBY) ;F )L. YTLHEESRFEI NAER SE ANNOD CY OL ON CA EMR( NL YS ) A; SOYULTV AT HN ESSI LUTI TLAOBAI ML I T. 2Y TOOF 6T PH EE RSCOEI LNST FDOI SRPTOHSEE DPROOF.PTOHSEEDUSSDI TAESWOOILRMKA. APNI SY IUNNCSL UU DITEADBLOENMSAHTEEERTIA1L4SOEFNTCHOEUPNLTAENRSE. D D U R I N G CONSTRUCTION W I L L B E REMOVED A N O PROPERLY (AC1O3 N- SI OTERNUTCI FT II CO AN TPI OL AN NA, NEDX I LSOT CI NAGT SI OI TN EOLFAAYLOLUKTN) : OTWH EN PWREOTJLEACNTD SS I. TLEAWK EI LSL, AN NODT WI MAPTAECRT CAON UY RWS EE TSL OA NN DOSR, LAADKJ EASC. EONRT WT OA TTEHRE CP OR UO RJ ESCE TS . STI THEE PORCOCJUERC. TT HWEI LNLACTOI ONNSATLR WU CETT LAANNUDNSDI NE VR EGNRTOOURNYDMUATPI L II TSYI NCCRLOUSDSEIDN GO NO FS HAENEUTN1T4 OOFf MTAHNE TPLLEADNI ST .C H . N O I M PA C T B E L O W T H E T O P O F B A N K W I L L C AS O E 14 C N T - S I I T O D R E N U N 4 C T 0 T 4 IF IOI O C N F A A TTI H C O E T N IV C O L IT F E I EA A S N N : Y W A O A U T T N H E IT R E E R A D S C S T T T A A A T N T E D E O S A R A N F R I E N M D O Y E I A R C N O A A L R D P W E S A P . T O A E F R R T E Q M N U E G A N IN L TI E T O E Y F R P S EE N ( R U V M S IR A IT O G S N E O M ) R N E AN A T T U A I T O L H N O M W R A ID I N Z E A A G P T E E IO M R N E M S N I T TT H ( ( N A ID W T E P AM ) R ) W E 4 I0 L R 1 L E W B Q E A U T I I R S E E S R D U Q E FU D O A R U L NIT D Y E R CQEURATLIITFIYCASTTAIONND{AWRQDCS). WILL BE ISSUED BY IDEM TO ENSURE THAT THE ACTIVITY AUTHORIZED BY THE NWP COMPLIES WITH STATE WATER T M A H O 15 E W - E E ID X D E I S L N T A T I W N IF G N IC A LA A R T N E IO D A N S U A S A E N N D O B E D A T E S W L P I H E N A E E N L A T T M I P O H A N V 9 O I A N F N G D E A X M R IS H E T A 1 I S N 5 G T IS H C A SO H T V R A E U R R B E , B I M N Y C A A L IN N U T O D A W IN IN O G E O D ND A B Y T Y . U WR TH A H E O L L B E E U X S F IS A F T L EI E R N G S B : U L T I A L H N D E D I N E U G X S I M S E T A B I T N E E G T R W P IA R E L E O S N J , E I M NC C H T . C 1 B 5 O E A T R N W R D I E D M E O N H R M 2 C 3 H O I 4 S N S A OI N S P D T E S N M O H F 9 . FIELD ANO EXISTING RIGHT-OF-WAY. AIN1E6X• IESXTIISNTGINTGOPSOITGERTAOPPHOYGWRAILPLHOYCACTUARN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS THE PROJECT IS LINEAR AND NO CHANGE T AT O H 17 E P - O WL G O A R C Y A A W T PH A IO Y T N E . ( W R S ) A E W T N E T H R E E R R E S N E T O R E R U R N L S - E O T A F H V F E E E S L N IN TT E H E A E R R S S C I T T O E H R E W R PIL I R D L O O O J R E C V C C I T A U R S S I H T B E E E E : F T T O H R F E L E O, P D W R U O O R J R E IN C C G T O O I N S R C L A E IN F N E T T A E R R R A T T IN E H D NE A F P T L R O U O R W J E E A C A S T N . I D T DC OU ER SR ENNOTTL CY HEAXNI SGTES T. NHOE CE XH IASNT GI NEG I N PAR1 8O -J EL OC TC AA TNI DO NT(H$E) RWEHAERR EE MR UU LNT- OI PFLFE DAI RS ECAH SA RT GH ER SO UF GR OH OM UTTH TE HPERPORJ OE CJ ETCSTI TWE HPERRI OE RRTUON OL FA FN OD l DS ICSHT AU RR BGAE NS C. EEX: ITSHTEI NPGRDOI JSECCHTA SRI GT EE SI SWAI LLLI NBEEA L UO NC AC LUTRE DR UE DE . TNOO TPHOESPTRCOOJ NE SC TT R. AU LCLTI I MO PN RMOEVAESMUERNETSSWWI LI LLL BBEE AMDADDE EO BTEOL OR EWD GU RC AE DREUAN NOOF FT HA ES SN I OT EC RH EA TN UGRE NI NE DT OT OP OP GR RE AV PI OHUYSOCROLNADNI TD I OU NS EU PWOI LNL COMPLETION OF UTILITY LINE INSTALLATION. AON19T-HLEOCPARTOIJOENCTOFSAITLEL. EXISTING STRUCTURES ON THE PROJECT SITE: SEE CONSTRUCTION PLANS FOR LOCATIONS OF EXISTING STRUCTURES AS T2 0O R- ME XWI SATTI NE RG MP AE RN MA GA EN ME NE TN TR: ETTHEENRTEI OANR OE RN OD EETXEI SNTTI INOGN RF EATCEI LNI TTI IEOSN, OI NRC LDUE DT IENNGT MI OANNFMAACDI LEI TWI EEST LOANNTDHSE. DEEXSI SI GT NI NEGD SFI TOER. T H E P U R P O S E O F fK, . A2 1R S- TL OFCE AATTI UORNESSW· THHEERREESATROER NMOW KANT OE RWMN ALYO CB EA TDI OI RNESC WT LHYEDRI ES CSHTAORRGMEWDAI TN ETRO MGARYO BUEN DD I WR EACTTE LRY. SDUI SCCHHAASR GA EB DA NI NDTOON EGDR WO UENL DL SW. ASTI NEKRH. OS UL ECSH, AOSR ABANDONED WELLS. SINKHOLES, OR KARST FEATURES. AAC22T•IVSITIZIEESOINF T2H.0E1 APRCORJEESC. T AREA EXPRESSED IN ACRES: THE TOTAL PROJECT CORRIDOR AND AREA TO BE DISTURBED WITH CONSTRUCTION AA2C3T•IVTITOITEASLISEXAPPEPCRTOEXDIMLAATNEOLYDI2S.T0U1 RABCARNECSE. EXPRESSED IN ACRES: THE TOTAL EXPECTED AREA TO BE DISTURBED WITH CONSTRUCTION A24 - PROPOSED FINAL TOPOGRAPHY: SEE REFERENCED CONSTRUCTION DRAWINGS FOR FINAL TOPOGRAPHY. BAO25U-NLDOACRAIETSIOONFSAANNTDICAIPPAPRTEODXIDMISATTUERBBOEUDNADRAERAIESS OF ALL DISTURBED AREAS· SEE CONSTRUCTION PLANS FOR ALL LOCATIONS ANO Ut,.N26D -ENROG RSTOOURNMDW. TAHTEESRITDERTAOINPAOGGERSAYPSHTYEWMSILLWNILOLTBCEHUASNEGDEODRUECHTAONTGHEED PFROORJ ETCHTE. PROPOSED P R O J E C T . THE PROJECT IS LINEAL ANO AP R2 7O -J EL CO TC AP TL IAONN SS HOEFE ST PS EFCOI FR I CT HPEO LI NOTCSAWT I HOENRSEOSFTSOPREMCWI FAI CT EPRO AI NNTOS NWOHNE- RS ET OCROMNWC EA NT TE RR ADTI SE CD HSATROGREMSWWA ITL EL RL EAANVOE NTOHNE- SPTROORJ ME CWTAST I ET RE : DSI SE CE H A R G E S WILL LEAVE THE SITE. AS T2 8R U- CL OT CU AR TE ISO, NA ON DF AC LOLMPMROONPAORS EE AD SS: I TSEE EI M CP ROON SVTERMUECNTTI SO.NI NPCLLAUNDSI NF GO RR OL OACDAS T. UI OTNI LOI TFI EASL, LL OP RT ODPEOL ISNEEDA TI MI OP NR OAVN EOMI DEENNT TS I FF IOCRA TTIHOEN ,NPERWO SP EOWS EEDR MAINS. OA 2N9S"I TLEO SC OA TI LI OSNT OOCF KAPLI LL EOANR- SEIAT ES . AONFDF SOI TF FE. SS TI TOECSKOPI LI L ES ST OACNKDPBI LOERSRAONWD ABROERARSOAWRAE RNEOATS K: SNEOEWPNRAOTJ ET CH TI SPTLIAMNE .S H E E T S F O R L O C A T I O N S O F A L L AA 3C0T •I VCI TOI EN SS TARR UE CETXI OP NE CSTUEPDP OF OR RT AT HC I TS I VP I RT IOE JSETCHTA, TS UA CR HE AE SX PSETCATGEI ND GT AO RBEEA PSA. MR TA TOEFRTI AH LE SPTROORJAE GC ET : ASRTEAANSD, AARNDD CL OO NC SA TT RI OUNCST FI OONR SCUOPNPCORRETT E WASHOUTS, DUMPSTERS AND PORTABLE LATRINES AS NECESSARY. AA 3N1D • PLUOMC PA TAI OR ON UONFDA$N: YT HI NE -RSET RI SE AO MN EA CC RT OI VSI TSI EI NSGTOH AF TA NA RI NETPELRAMNI NT ET DE NFTOSRTTRHE EA MP RWOHJ EI CCHT I SI N AC NL UUDNI NN GA M, BEUDTTNROI BTULTI AMRI TYE OD FT OM ,ASNTTRL EE ADMI TCCRHO. TS HS EI N G S CS AT RNEBAEMFHOAUSNEDXATTRAEPMPERL OY XL IOMWA TFELLOYWS TPAETRI OI OND S2 9. +I F0 0A OPNU MS PH EAERTO7U ON DF TI SH RE EPQRUOI JREECDTOPNL AWNI LSLHBEEETI NSS T A L L E D U P S T R E A M O F T H E C R O S S I N G W H I C H 6 STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION COMPONENT 8M 1A. CD HE I SN CE RR IYP. TWI OANS TOEF FPROOTME NCTOI ANLC PROE LTLEUTTRAUNCT KS WO UA RS CH EOSU TA, SSSAONCI TI AATREYD WWAI TS HT EC FORNOS MT RL UACTTRI ION NE SA. CCTOI VNI ST TI ERSU: CF UT EI OLNAWN AO SLTUEB, RDI CO AMNETSST I FCRGOAMR B A G E . SEDIMENT FROM STORM WATER RUNOFF ANO VEHICLE TRACKING, ANO WINOBORNE OUST AND FERTILIZERS FROM SEEDING OPERATIONS. 8E Q2 . USI TP AM BELNETCSOTNASGTI NRGU CA TRI EOAN SEHNAT LRLABNEC IEN LS OT AC LALTEI OD NAST ATNHDE SCPOEMCMI FEI CNACTEI MO EN NS T· AOTF ECMOPNOSRTARRUYCCT OI ONNSAT CR UT CI VTI TI OI ENS I INN GARCECSOSR/ EDGARNECSESWP IAT DH AT NH OE I N D I A N A STORM WATER QUALITY MANUAL. REFER TO SHEET 8 FOR THE SUGGESTED LOCATION. TBE3 M. SPPOERCAI FRIYC ASTTIAOBNISLIZFAOTRIOTNEMSPPOE CRAI FRICYAATNIODNPSE: R M A N E N T STABILIZATION: ST TH AE BCI LOI ZNAT TR I AO CN TMOURSSTHBAEL LC OI NMI TPI AL ET TE ESDE WE DI TAHNI ND FMOUULRCTHEAE LNL DDAI SYTSUARFBTEEDR AI NR I ET AI AST BI OYNT. HS TE REANWO / HOAF YT MH EU LSCE HV ESNHTAHL LD BA EY AT PH PE LAI ERDE AA TI SA LREAF TT EI DOL FE .2 B A T E O C L C N O S O W R P. D E AR NACCERWE AI TNHOT AS HB AL EL Lt ,BLEOACNACTHEOD RI NE DC HWAI TPHT EARM7U. LPCAHG EA N3 2C HOOF RT IHNEG I TNOD OI ALNOARS TF OA RRMM WD I SAKT .E RS EQEUDAI LNI GT YRMEAQNUUI RAELM, WE NHTI CSHH IASLSL UBMEMI NA R I Z E D Table 1. Temporary Seeding Specifications Seed Species• Rate/acre Planting Depth Optimum dates 0 Wheat or Rye 150 lbs. 1 to 1-1/2 inch 9/15 lo 10130 Spring Oats 100 lbs. 1 inch 3/1 to 4/15 Annual Ryegrass 40 lbs. 1/4 inch 3/1 to 5/1 8/1 to 9/1 German Millet 40 lbs. 1 to 2 inch 5/1 to 6/1 Sudangrass 35 lbs. 1 to 2 inch 5/1 lo 7/30 Buckwheat 60 lbs. 1 to 2 inch 4/15 to 6/1 Corn {broadcast) 300 lbs. 1 to 2 inch 5/11 to8/10 Sorghum 35 lbs. 1 to 2 inch 5/1 to 7/15 • Perennial species may he used as a temporal)' cover, especia!y if the areas to be seededwill remain Idle for more than 1 year. .. Seeding done ootside the op�mum soodlng dates iricreases the chances of seeding failure. Dates may be elrtended or shortened based on the locatlon of the project site with the state. • TI NHCEH SE ESEI ND TBOE DT HSEH AS OL LI L BAENPDRME PU AL CR HE DI N GB YMAAPTPELRYI AI NLGA4P0P0L- 6I E0D0 AL BTSH PE ERRAATCE ROEF O2 FT O1 2N- S1 2 P- 1E2RFAE CR RT IEL .I Z E R A N D W O R K I N G 2 - 4 • GDOERRMMAINNATT&IOFNRTOOSTOCSCEUERD.ING SHOULD BE UTILIZED FOR SEEDING WHEN TEMPERATURES ARE TOO LOW FOR PERMANENT STABILIZATION SPECIFICATIONS: D TIN I H S CE T H C U A O R P N B T T I E N R R G A 7 O C , P T P E O A R R G A E S T S H IO A 3 N 8 LL - S 3 9 F A E R O R E F T CI T L O I H Z M E E P . I N L S E D E T I E A E D N . A A S N S E D T E O D M R I U N M L G C W R H A E A T Q L E U L R IR D Q E IS U M T A E U L N R IT T B Y S E M D SH A A A N R U L E L A A L B S . E W S I H N H O E A W N C N C F OI A N R T A DL T AH G N E R C B A E O D W T IN T IT G O H M A T N R A D I B G L L H A E T N 1 , D T L AOBCLAET 2E . D TI NHCEH SE ES EI ND TBOE DT HSEH ASLOL I LB AE NPOR EAPPAP RL YE DS TBRYAAWP/PHLAYYI NMGU4L0C0H- 6A0T0 TL BH SE PREART EA CO RF E2 0OTFO1 N2 -S1 2P-E1 R2 FAECRRTEI L. I Z E R A N O W O R K I N G 2 - 4 TOEPMT PI MOURMA RD YA TSEESE FDOI NRG PSEHROMUALNDE BN ET CS OE EN DS II ND GE RAERDE BMEATRWCEHE N1 - MMAAYY 1100 AA NN DO AAUUGGUUSSTT 11 00.- S E P T E M B E R 3 0 . DOOCRTOMBAENRT 1&-FMRAOYS9T.SEEDING SHOULD BE UTILIZEDWHEN TEMPERATURES ARETOO LOW FOR GERMINATION TO OCCUR. FVIENGAELTSATTAI VBEI L I ZCAOTVI OENR WI S I TAHC HAI EDVEENDS IWT YH EONF CSOE VNESNTTRYU CP TE IROCNEANCTTHI VAIST I EB SE EHNA EVSETBAEBELNI SCHOE MD .P L E T E D A N O P E R E N N I A L BO4N. SS LE OD PI MEESNOT FC CO ON NT CR EORL NMAE FATSEURR TE HS EF OA RR ECAOHNACSE NB ET ER NA TGERDAFDLEODWT AO RTEHAES D: EESRI GO NS I OE LNECVOA NT ITORNOSL. TB HL AE NOKNELTYS CSOH NA CL LE NB TE RI NA ST TE AD LFLLEODWI MAMREEDAI AOTNE TL YH E SEINTTEEIRSINAGCRAONSYSCAONNUCNENNATRMAETDETDRFIBLOUTWAARYREOAF MANTLE DITCH. UPON CROSSING, SILTFENCEWILL BE ERECTED TO PREVENT SEDIMENT FROM WB 5I .L SL EBDEI MU ET NI LTI ZCEOD NATRROOULNMDETAHSEU DR IESST UF OR BR ESDHAERE ET AF LPOE WR I MA ERTE EARS : T DO USRL IONWG AE AN ROTFHI LWTOE RR KTAH NE DS TUON RD ME RWGART OE RU NRDU NU OT IFL FI TGY EI NN SE TRAALTLEADT FI ORNO, MS I LTTH IFSE N C E PPRROOJJEECCTT.PSLTAENESPHEEREATRSEFAOSROLFOSCHAETEIOTNFSL.OWWHERE GRADING IS TAKING PLACE WILL NEED EROSION CONTROL BLANKETS. REFER TO BC 6O. NRTURNOOLFBFL CAON NK TE RT OS .L TMHEEASSEU SRHEAS L: L TB HE I SI N PSRT OA JL EL CE DT II NN CALCUCDOERSDSAENCCUERWE DI T EH RTOHSEI OI NND CI AONNAT SRTOOL REML EWMAETNETRS QSUUACLHI TAY SMSAI LNTU AF LE N C I N G A N D E R O S I O N 8S T7 .RSUTCOTRUMR EWSAETXE IRS TO WU TI TLHE TT /HI EN LEEXTC PE RP TOI TOENCOT FI OON NLEO CI NAL TE ITO AN TAAN POPSRPOEXCI MI FAI CTAE TL YI O SN TSA. TNI OONC 1U0L+V0E0 ROTNS SOHRE OE TT H4 E. AR NU NI NDL EE RT GPRROOUT NE DC TSI OT ON RSMOWC KA TWE RI L L BE USED DURING CONSTRUCTION. BL AB .RGGREAADREE SA TS AABRI LEI ZNAOTTI OBNESI NT GR URCETGURRAED LEODC. AETRI OO NS ISO AN NCOOSN PT ER COI LF I CB LAATNI OKNE ST :S TCHOI SU LSDH BOEU LI NDSNT OA TL LBEED NI FE AC RE ES SAAS ROYF CF OORN CT EH RI SNPARROI SJ EE C. T B E C A U S E C U89 O S. E N DD S E T TW R O A U C T C E O T R N IO I T N N R G , O A A L P O T P E H L W E IC A M A T O T E I I R O S I T N N U S G R A F E N I L OO T F E M R S A O N BI A A L G S G E D S M H U E A R N L IN T L G B M G E E R T U A H S O D E D I D N S G T : O O I F F P IE D L R E T W A ER T A I O T T E H N R E SI N W D G U A R T O E I C N R G C P U W R R E I S O T R F W R T O E O A M E T A X H N I E T Y R IN W I G F A T NT H E E E C R E S BS IT O S E D A . Y R D Y A E . T W AANTYE RTIINMGE SDHUORUI NLGD B E TBR1 0I B. UMTEAARSYUROEFSMUATNILTILZEEDDITFOCRH. WNOOROKTIHNEWR AWTOERRKBOI NDWIEAST: EARTBEOMDPIOERSAWRIYLLPOUCMCPUARR. OUND WITH SANDBAGS WILL BE UTILIZED FOR THE UNNAMED M8 A1 1IN. MTEANINATNECNEASNHCAELGL UOIDCECLUINREASSFFOORLLEOAWCSH:PROPOSED STORM WATER QUALITY MEASURE: 1) MALALNSUTFOARCMTUWRAETRE'SRRQEUCAOLIMTYMEMNEDAASTUIORENSS.SHALL BE INSPECTED ANO MAINTAINED IN ACCORDANCE WITH ITS RESPECTIVE 2) A SELF-MONITORING PROGRAM THAT INCLUDES THE FOLLOWING MUST BE IMPLEMENTED BY THE PRIME CONTRACTOR: a. AB UTSRI NAEI NSESD CI NA DY I VF OI DLULAOLWSI NHGA LELAPCEHR ½F OI NR CM HASWT OR RI TMT EENV EE VN AT LAUNAOT AI OTNAOMF I TN HI MEUPMR OO FJ EOCNTESTI TI ME EB YP ETRH EWEE NE KO . O F T H E N E X T b. TT HH EE YE AV AR LEUFAUTNI OCNT I MO UN SI NTGAPDRDORPE ESRS LTYH; AE NMDA II ND TE EN NT AI FNYCAEDOD FI T EI OXNI SATL I NMGE AS ST OU RR EMSWNAETCE ERSQSUAARLYI TTYO MEENASSUURREECSOTMOPELNI ASNUCREE WITH ALL APPLICABLE STATUTES ANO REGULATIONS. c. WD ARTI TETOEFNT EHVEAELVUAALTUI OANT I OR ENP: OP RR OT SB LMEUMSSTI DI NECNLTUI FDI EE DT HAET TN HA EM EP ROOF JTEHCET ISNI DT EI V: I AD NU DALDPEETRAFI LOSROMFI NCGO RT HREE CETVI AV LEU AT I O N ; T H E ACTIONS RECOMMENDED AND COMPLETED 3) REFER TO MAINTENANCE NOTES INCLUDED ON THIS SHEET. L8A12N.DPDLAISNTNUERDBACONCNES:TRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO CONSTRUCTION SEQUENCE FOR EROSION AND SEDIMENT CONTROL CONSTRUCTION PHASE ( SPECIFIC CONSTRUCTION SCHEDULE CONSlDERAT!ONS ACTIVITIES OR EROSION CONTROL PRACTICES) PRE-CONSTRUCTION ACTIONS BEFORE CONSTRUCTION. EVALUATE, MARK & PROTECT VEGETATION (EVALUATION/PROTECTION OF IMPORTANT SITE SUITABLE FOR FILTER STRIPS ALONG THE PERIMETER OF THE CONSTRUCTION CHARACTERISTICS) SL IWM PI TPSP. AR EPVRI EE CWOENRS, TPRL AU NC TDI OE NS I GMNE EE RT I AN GN OWPI LRLOBJ EE CRTE OQ WU I RN EE RD TT OO DB EI S CH UE SL OS W I T H SWPPP SUBMITTAL, PROJECT SCHEDULE AND INSPECTIONS. INSTALL PERIMETER BMPS • INSTALL CONSTRUCTION INGRESS I EGRESS PAO & STAGING AREA; INSTALL (CONSTRUCTION EXITS. FILTER STRIPS, SILT SILT FENCE AROUND THE SPECIFIED AREA TO PREVENT SEDIMENT FROM FENCE. DROP INLET PROTECTION, EQUIPMENT EXITING THE SITE. SEE PROJECT PLAN SHEETS FOR LOCATIONS. PARKING AREAS} PREPARE SITE FOR CONSTRUCTION • INFORM ALL CONTRACTORS OF AREAS TO BE PROTECTED. IF STOCKPILING, (SOIL STOCKPILES AND TEMPORARY SEDIMENT IMMEDIATELY AFTER TEMPORARY SEED & INSTALL SEDIMENT BARRIERS BASIN) AROUND THE PERIMETER. RUNOFF CONTROL• INSTALL ENERGY DISSIPATERS AT THE OUTLETS OF ALL FES STRUCTURES {ROCK CHECK DAMS. DIVERSIONS, PERIMETER IMMEDIATELY AFTER INSTALLATION DIKES, OUTLET PROTECTION) RUNOFF CONVEYANCE SYSTEMS* INSTALL INLET AND OUTLET PROTECTION IMMEDIATELY PRIOR TO UTILITY {STABILIZE SWALES, STORM DRAINS. INLET ANO INSTALLATION OUTLET PROTECTION, CHANNELS) LAND CLEARING AND GRADING* BEGIN MAJOR CLEARING AND GRADING AFTER INSTALLING THE KEY (CUTTING/FILLING, GRADING DRAINS, SEDIMENT SEDIMENT AND RUNOFF CONTROL MEASURES. TRROAUPGSH.EBNAIRNRGI)ERS. DIVERSIONS, SURFACE SURFACE STABILIZATION • APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY (TEMPORARY AND PERMANENT SEEDING, ON ALL DISTURBED AREAS WHERE WORK IS DELAYED OR COMPLETED. THE MULCHING, SODDING, RIP-RAP) ENTIRE SITE SHALL BE STABILIZED UPON COMPLETION OF CONSTRUCTION. BUILDING CONSTRUCTION* INSTALL NECESSARY EROSION AND SEDIMENT CONTROL PRACTICES AS (BUILDING, UTILITIES. PAVING) WORK TAKES PLACE. (LTAONP DS OS ICL . ATPR IENEGS , ASNH RDUFBISN. AP EL RSMTAANBEI NL TI ZSAETEI OD I NN G• . ST ETAMBPIOL IRZAERAYL LC OO NP ET RN OALR EMAESA SI NUCRLEUSDAI NNGO BSOTRARB OI L WI Z EA. N O S P O I L A R E A S . R E M O V E MULCHING. SODDING & RIP-RAP) • MAINTENANCE - (1) INSPECT PRACTICES AT LEAST ONCE A WEEK, & (2) MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. BPR13O.JPERCOTV: INSOIOTNSAPFPOLRICEARBOLESION & SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED B14. MATERIAL HANDLING AND SPILL PREVENTION: TS HP IEL LCSO ON TC RCAU CR TAONROSTHHARLELANTOETN I FWYATTHEER I QN DU AI ALNI TAYDDEUPEA RT TOMSETNOTROMFWEANTVEI RR ORNUMNEONFTFA. L M A N A G E M E N T ( 1 . 8 0 0 . 2 3 3 . T T 4 5 } W H E N AINLSLTMRAUCTETRIOIANLSSAHNADLLASB ERUESQEUDIR. EINDSBTYALGLOEDVEARNNDINDGISAPGOESNECDIEOSF. I N ACCORDANCE WITH I T S MANUFACTURER'S TT HH EE CC OO NN TT RR AA CC TT OO RR SS HH AA LL LL KMEOENPI TMOARNEUQF AU CI PTMUERNETRA' SNLDATBHEEL ISRAPNAORMK AI NTGEARRI AELASSAFFOE RT YL EDAAKTAS . S H E E T S ( M S D S ) O N S I T E . • 815. MATERIAL HANDLING ANO STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY: AS HL LA LMLABTEE RKI EAPL TS IUNSTEHDE OI RN O- SRI TI GE I NSAH LA LPLA BC EK ASGTI ON RGEWD I TI NHATNH OE RMDAENRULFYAMC AT UN RN EE RR ' SA NL AD BI NE LASPUP NR TOI VL ERDE AC DOYN TF AO IRN EI NRSST AML LAATTEI ROI NA .L S EAQLLUPIPIPMEESNATNLADBFOITRTEINRGSS. WILL BE DELIVERED TO THE SITE, OFFLOADED, AND THEN INSTALLED BY CONSTRUCTION TSHPEILLCAOGNET.RACTOR SHALL UTILIZE RE-SEALABLE CONTAINERS WHEN STORING UNUSED MATERIALS SUSCEPTIBLE TO AB UP PT RNOOPTRLI AI MTI TE EMDE TAOS UGRAERSB MA GU SE ,TDBEEB RI MI SP .LCE LMEEANNTI EN DG TWOAMS AT ENSA, GWEAWS TAESWT EAST EORR, CU ON UN SCERDE TB EU IOL DR I NC GE MMEANTTEI TRI IOA UL SS IWN CA SL UH DO I UNTG , WWST A A A T S T E T U R E T , A E M S N O D AR N U T D N A UR R S / E M E G A D U S L B O A U N T IL R IO D Y N I N PS G R . O P M R D A O U T C P E E T R R S IA , S L S ST O O M IL R U A S S T G T A E B B A E IL N I M Z D E A H R N A S A N , G L D E I L M D IN E A G S N T O D A F D B M IS IL A P IZ T O A E S T R E I I O A D N L O S M F . A S IN T U E C A R H C IA C AL O S S R F A D U N A E D N L S C O ET O H W R E I H TR A H S Z A U A L B R L S D A T O P A U P N S L C ICES A . B LE WP OALSLTUETSA, NATNSDTSOP CI L OL NPTRAEMV I ENNATTI EO NT HAEN SD UCRLFEAACNE- UOPRMGERAOSUU NR DE WS AMTUESRT OB RE DI MEPGLREAMDEEN ST OE DI L TQOU MA LI NI TI MY .I ZTEH TE HL EO CP AO TT IEONNT OI AFL F O R S CO U O R B N L - C E C A R O K E N - T T P E R R O A O R C O T CF O E C R M O S E N A N T R T A E I I T N A I M O W U E A N S R T W E A A O R S F E H A T O S H U E WT L H A O I R C C E H A A T AS I R O M E N U . L S W O T C A B A S E T H E C W D L AE A A T N E R D R L Y D M E P U S O S IG S T T N B E E E D D D S T I O R O E A D C L I T V L E E C D R O T IN N S T T T R O O A L R C E M T A W O K R - A P S T R E A O R N O O R F UCNOONFTF AAI NWEARYS FROM THE MEASURE AND SIZED TO PREVENT THE DISCHARGE AND/OR OVERFLOW OF THE WASH WATER. C. STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION COMPONENT Ct DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: OFRILO, MGRVEEAHSICEU, LAANRTIFSROEUERZCEE,SBRAKE FLUID, BRAKE DUST, RUBBER FRAGMENTS, GASOLINE, DIESEL FUEL, OTHER HYDROCARBONS AND METALS GT RRAI TS (HS, EBDAI CMTEENRTI )AFARNODM BWI OELAORGI NI CGAOL FA TGHEEN TRSO AI NDTSRUARSFHA, CF RE OAMN DL I TFAT EL LRI NI NGG OOFRF I VM EP HR IOC PU EL AR RDSI SOPUORSCAEL SO. R S T O R A G E PE LEESVTAI CTI DE DE SR. EHCEERI VBI INCGI D WE SAAT EN RD TF EE MR TP IELRI ZAETRUSR FE RFORMO ML ASWTNO IRLMA WN DASTCEAR PRI NUGN OMFAFI NCTOENNTAANCCTE WAI PT PHLI IMC AP ET IROVNI SO. U S S U R F A C E S C2. DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATERQUALITY MEASURES: THE OWNER SHALL MONITOR TI,E PAVEMENT FOR POLLUTANTS DEPOSITED FROM VEHICUlAR SOURCES. • TTIH, EE OO WW NN EE RR SS HH AA LL LL UP SE ER I AO DP PI CRAOLVl EYDMAOBNSI TOORRP TTI HOEN SMI TAET EFROI AR LTSRTAOS HC, LDE AE BN RUI SP ASNUDC HG RH IYT DDREOPCOASRI TBEODN OPNO LSLI TUET. A N T S TT HH EE OO WW NN EE RR SS HH AALL LL MP I ICNKI MUI ZPEDLEABWRNI S I AL NA DN DDSI SCPAOPSI NEGOCF HI NE MAI NC AALP AP RP OP LVI CE DA TMI OANN SN E R . TT HH EE OO WW NN EE RR SS HH AA LL LL MM AA I I NN TT AA II NN TT HH EE SRTOOC RK MC SH EE WC KE RD ANME ST WAON DR KK E( SETPOTRHMEWOAUTTELRE TI N LS ETTRSU CATNUDRPEI SP EI N) I GN OGOODO WD OWROKRI NKGI N GO RODREDRE R DTHISECSHTAORRGMESSTEOWTEHREPRIPEECNEEIVTIWNGORWKAATENRD.ROCK CHECK DAMS WILL HELP LOWE R THE TEMPERATURE OF THE STORM WATER RUNOFF BEFORE IT C3. PLAN DETAILS FOR EACH STORMWATER MEASURE: RD EETFAE RI L ST OO fP RT OH EJ EMCETAPSLUARNE SS HAEREET SO EFPOI RC TTEHDE FLROOCMA TTI OH EN SI NOD FL ' I TNHAE SRTEOSRPME CWTAI VTEE RC OQNUTARL OI TLY MMEAANSUUARLEOSN. SDHI MEEENTS1 I 4O. NOST. HS EP RE CP IRF AI CCATTI CI OENSSWAHNI DC H M A Y BE IMPLEMENTED SHALL BE UTILIZED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. C • 4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: SITE MONITORING FOR TRASH, DEBRIS AND DEPOSITED POLLUTANTS SHALL BE A DAILY ROUTINE. • PTEHRE MTAENMEPNOTRlAYRSYTSAEBDI LIIMZ EE ND TATNRDASPTWO RILML BDER ACOI NNSVHEARVTEEDB ETEONAF RL UOSCHKECDH. ECK D A M AFTER ALL D I S T U R B E D AREAS HAVE B E E N • TOHNECEROCAODN.STRUCTION IS COMPLETE, PERMANENT SEEDING WILL BE APPLIED TO THE ENTIRE DISTURBED AREA EXCLUDING •• DAIBSSPOORSPATL I OONF AMLALTTERRAI ASLHS, UD SE EB DR I TSOACN LOEPAONLUL UP THAYNDTRSOSCHAARLBL OBNE PI NU DADML AE NS NSEHRA AL LP PBRE OAVPEPDR OB YV ETDH BE IYR TRHEES EP PEAC T I V E A G E N C I E S . • C5. DESCRIPTION OF MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION WATER QUALITY MEASURES: RSEITSEPMOONNSIITBOILRITIYNGOFFOTRHETROAWSNHE, RD.EBRIS AND DEPOSITED POLLUTANTS SHALL BE A DAILY ROUTINE AND SHALL BE THE • OTHBESTORWUNCETRIOSNHSAALTL RMEAGINUTLAAIRN AINLTLESRTVOARLMS. STRUCTURES, PIPES, AND ROCK CHECK DAMS. VISUALLY INSPECT FOR LEAKS CC 6O. MEPNLTEI TTYI ORNEOS FP OT HN ES I BP LREO FJ EOCRTO, TP HEER ACTI TI OY NOAF NVOI NMC AE I NN NT EE SN AWNI LCLE BOEF RPEOSSPTO- CNOS NI BSLTERFUOCRT IOO PN ESRTAOTRI OMNWAANTOE RM AMI EN AT ES NU AR EN SC : E UOPFOPNO S T CONSTRUCTION STORMWATER MEASURES. STORM WATER POLLUTION PREVENTION PLAN • u t:: " - ' " .... 9 iE § 00 .. i�� """ ;,., -� QJ ; � ,j QJ " 0 . " 0 •• e •• • t:: . ,. 0 ,- i .EL N • 'E t:: � i� t� � """ ., QJ & .... 00 QJ i..... � 1/) 1z w � � a: - z !!1 0 ll. > - "' -1/J .::: C Z - - w l � t:: w <I lil I- J: a: 1/) Q. w >- ffi � 1/) � 1/J a: 1/J 1/J W w � :i: 9 ffi ui u, - 1/) ... z � ! REVISIONS -· .� �N o,� !! -0 � .;� C ;.::, 0:, e- g_� 0 "" u c:: •• · " � :a i:,.. � .5 7/1/2025 g0 � 0 � ·s il u \'.l � � w 'e l 'ti • ] 0 •• .a 0 0 " ;�� ,; � ;;; � .� 0 e E ' C { ;l .� C " 8 • BID SET CMid2,0,:2e5s r e m Engineers, Inc. 802 West Bruadway Strecl P.O. Box 295 Loogootee, Indiana 47553 DATE JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 1 3 13 OF 1 4 I FlLE NU.BER Y5D5,- - I Do Not Use Plan Previews for Take Off
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