0 0 • 8, s � I�;/ � �i ........ � 8 1 "'f � ci> " ·- � '- o - . � �, ;� � . � , :J 0� .<.:. 11 :j Q. ::!,. :..l 0 .� >0 8� � -, Q C, �� - � is , .<a A1 . PLAN INDEX A. CONSTRUCTION PLAN A1 PLAN INDEX OF SHEETS: ... AKJ2.. VNAICRINRAITTYIVMEAP SHOWING PROJECT LOCAT ION OF TI,E NATURE ANO PURPOSE OF THE PROJECT .. M. LATITUDE AND LONGITUDETOTHE NEAREST FIFTEEN (15) SECONDS: . I /.fJ LEGAL DESCRIPTION OF THE PROJECTSITE. . . .. . . . AA67 .. B1 1OBUYN D1 A7 -RI NI EGSH OPFL ATTH ES H1 0O0W- YI NRGF LBOU OI LDDPI NLGA I NLOST, FNLUOMOBDEWRASY BFORUI NNGDEASR,I EASN DA NFDL OROODAWDALYASY: O. .U T / N A M E S . . . AB. M A10 , L . I D A N E A N N D M T E U IF ( S S IC E ) A O O T F F IO T A N H l E l O A F R D E A J C A U E C .S IV E . I N N E T P G A P W R A A O P T P P E E R R R O ( T V $I ) E E : D . S . . .O..R....E..S..T...A..B...L. ISHED TMOL: ... A11. IDENTIFICATI ON OF DISCHARGES TO A WATER ON THE CURRENT 303(D) UST OF IMPAIRED WATERSAND THE POLLUTANT(S} FOR WHICH IT IS IMPAIRED A12. S OIL MAP OF THE PREDOMINATE SOIL TYPES: ............... ........................... ... A13. IDENTIFICATI ON AND LOCATION OF All KNOWN WETIANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE LOCATION ... S S H HE E E E T T 0 01 2 THIS SHEET ........... . . . . . . . .. . . . . . . . . . . . . . . . T T A H H T I I T S S A S S C H H H E E M E E E T T N T ..... . . . . . . . . . S T T H H H E I I S S E S S T H H 2 E E 5 E E TT .. .... .. . . ..... ..... THIS SHEET . ...... ... THIS SHEET STHHEISESTH2E5ET A14. IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS Tl-tAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES .... THIS SHEET A15. lDENTIFICATI ON AND DELINEATION OF EXISTING GROUND COVER, INCLUDING NATURAL BUFFERS: . . .................................. SHEET 2J.24 A16. EXISTING SITE T OPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATED DRAINAGE PATTERNS: . A17. L OCATION(S} WHERE RUN-OFF ENTERS THE PROJECT SITE 1 A18. LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT . SITE PRIOR TO LAND DISTURBANCE: ..... ....................... SHEET 23-24 .... . . . . .. . S S H HE E E E T T 2 23 3 - -2 2 4 4 A19. LOCATION OF All EXISTING STRUCTURES ON THE PROJECT SITE. ............ ..... ... ...... ............ ...... ...... ...... ...... ........ . ..... .......... SHEET 23-24 !J.0. EXISTING PERMANENT RETENTION OR DETENTION FACILITIES INCLUDING MANMADE WE.TIANO$, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT: ... ............ THIS SHEET A21. L OCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES: . . THIS SHEET A22. SIZE OF THE PR OJECT AREA EXPRESSED IN ACRES: . AA2234. TPORTPAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: ..... OPOSED FINAL TOPOGRAPHY: , ..... .. THIS SHEET ........... THIS SHEET !J.5. LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: 1A26. L OCATIONS . SIZE AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEMS SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS .. .. .... ..... .. THIS SHEET . . . . . . . ........... TSHHEISESTH2E3E-T24 A27. LOCATI ON OF SPECIFIC POINTS WHERE STORMWATER ANO NON-STORMWATER DISCHARGES Wlll LEAVE THE PROJECT SITE: .............................................................. SHEET 23-24 A28. LOCATI ON OF ALL PROPOSED SITE IMPROVEMENTS INCLUDING ROADS UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED SffiUCTURES AND COMMON AREAS: . SHEET 23-24 r,;;_g. LOCATION OF ALL ON-SITE ANO OFF-SITE STOCKPILES AND BORROW AREAS ..... THIS SHEET A30. C ONSTRUCTION SUPPORT ACTIVITIES THATARE EXPECTED TO BE PART OF THE PROJECT ................ THIS SHEET A31. L OCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING. BUT NOT LIMITED TO STREAM CROSSINGS AND PUMP AROUNDS ...................... THIS SHEET B STORMWATER POLLUTION PREVENTION PLAN: r 1. DESCRIPTION Of POTENTIAL SOURCES ASSOCIATED Will, CONSTRUCTION ACTIVITIES t STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: ........................... �3. SPECIFICATI ONS FOR TEMPORARY AND PERMANENT STABILIZATION: b. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS 85. SEDIMENT C ONTROL MEASURES FOR SHEET FLOW AREAS: 86. RUN OFF CONTROL MEASURES: ... ' 87. ST ORMWATER OUTLET/INLET PROTECTION LOCATION AND SPECIFICATIONS I BB. GRAD STABILIZATI ON STRUCTURE LOCATIONS AND SPECIFICATIONS: . 89. DEWATERING APPLICATI ONS AND MANAGEMENT METHODS: ............ 610. MEASURES IJTIUZED F OR WORK WITHIN WATER BODIES: .............. B11. MAINTENANCE GUIDELINES F OR EACH PROPOSED STORMWATER QUALITY MEASURE: ............. 612. PLANNED CONSTRUCTI ON SEQUENCE TrlAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LAND DISTURBANCE I 8 13. PR OVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT I814. MATERIAL HANDLING AND SPILL PREVENTION: . I r· MATERIAL HANDLING AND STORAGE PROCEDURESASSOC�TED V,THCONSTRUCTION ACTIVITY C. POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN J1 . DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: 82. DESCRIPTION OF PR OPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: ......... C3. PLAN DETAILS F OR EACH STORMWATER MEASURE: .............................................................................. C4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATI ON: ,. ............ . G5. DESCRIPTI ON OF MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION WATER QUALITY MEASURES: 86. ENTITY RESP ONSIBLE FOR OPERATION AND MAINTENANCE OF POST-CONSTRUCTION STORMWATERMEASURES MAINTENANCE NOTES: 1) SILT FENCE REQUIREMENTS a. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. b. PIFOFRETNIOCNE IFMAMBREDICIATTEEALRYS. , STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED c. TRHEME OFAVBERDICEPTOOSBITUELDGSE.EDIMENT 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. e. TAHFTEEDRISTTHUERCBOENDTARRIBEAUTTIONGGRDARADIENAANGDE ASTRAEABILHIAZSE.BEEN STABILIZED. REMOVE THE FENCE AND SEDIMENT DEPOSITS. BRING 2} TEMPORARY GRAVEL CONSTRUCTION ENTRANCE REQUIREMENTS a. INSPECT ENTRANCE PAD AND S EDIMENT DISPOSAL AREA WEEKLY ANO AFTER STORM EVENTS OR HEAVY USE. b. RESHAPE PAD AS N EEDED FOR DRAINAGE AND RUNOFF CONTROL. c. TOP DRESS WITH CLEAN STONE AS NEEDED. d . IBMUML EK DCI AL ETAE RL YI NRGEOMFOAVCE CMUUMDUAL AN TDESDESDEI MDEI MN ET NTTR AS HCAK LELDNOORT WI NACSLHUEDDE OF NL TUOS HPI UN BGLWI C! 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 IMMEDIATELY REPAIR AND EROSION AND PIPING HOLES. e. REMOVE SEDIMENT WHEN 1T IS ACCUMULATED AT ONE-HALF THE DESIGN DEPTH. f. INSPECT VEGETATION AND RESEED IF N ECESSARY. g. ASIFTTEETROABllLEDNISDTWURITBHEADDAJROEINAISNHGAAVREEABSE,EANNSDTASTBAILBIZILEIDZE, .REMOVE THE FAIRCLOTH SKIMMER AND S EDlMENT. SMOOTH THE 4) RIPRAP a. OINRSPDEOCWTNPSELROIOPED.ICALLY FOR DISPLACED ROCK MATERIAL, SLUMPING, AND EROSION AT EDGES ESPECIALLY DOWNSTREAM 5) INLET PROTECTION a. INSPECT DAILY. b . SR EEDMIOMVEEN TA CI NCAUNM AU LRAETAEWD HS EE RD EI MI TE NWTI LFLRNOOMTPRAEVEENDTAERRETAH(ED OP ANVOETD FALRUESAH OWRI TSHT OWRAMT EDRR) AAI FNTSE. 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 ANO REPAIR IF NEEDED_ d. WHEN THE CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED, REMOVE INLET PROTECT!ON. LOCATION T T H HI I S S S S H H E E E E T T T TI H -II I S S S SH H E E E E T T T T H H I I S S S S H H E E E ET T T TT H H H I I IS S S S S S H H H E E E E E E T T T T TT H H H I I I S S S S S S H H H E E E E E E T T T T T H HI I S S S S H H E E E E T T THIS SHEET LOCATION T T H H I IS S S S H HE E E E T T T T H H I I S S S S H H E E E E T T T T H H I I S S S S H H E E E ET T 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 A2 ROA- ADSV:ISCHINEITEYT M1 AOPFDTEHPEICPTLAINNGSTEHTE. PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS, AND MAJOR AS Y3 S- TNEAMR SR AATN I DV EWOI LFL TPHREONVAI DTEU AR EC AONNDN EPCUTRI OP ON SFER OO FM TTHHEE PLRI NOCJOE LCNT : NTAHTEI OPNRAOLJ EP CA TR KI STAONHEEXRTI TEANGS EI O HN I LOLFS THHI GE HT OS WC HNOOOFL S. TAHNET AP RC OL AJ EUCS T' SWT iRl Al I LB E OD EWPNAERDT MB YE NTTH EO FT ONWA TNUOR FA LS ARNETSAO UC RL ACUESS O( I DN NERA) SNEEMXETNLTESVTEOL TB RE AAI CL QG UR IARNETD. . TTHHEE J MP RP OR OJ EVCETMI ESNPTASRCT OI ANL SL YI S TF UONFDAEPDPTRHORXOI MUAGTHEAL YN 3I N, 7D0I 0A NL IAN E A L F E E T OF 9-10 FEET WIDE ASPHALT TRAIL WITH STONE SHOULDERS, CURB RAMPS, DRIVEWAYS, A NEW BRIDGE, AND STORMWATER INFRASTRUCTURE AEN4T-RLAANTICTEUDTOE ATNHDE LPORNOGJEITCUTDSEITTEOIST:HLEANTEITAURDEES3TBFIFTEEN (15) SECONDS: THE APPROXIMATE LATITUDE AND LONGITUDE AT THE APPROXIMATE O 07' 06.13' N, LONGITUDE 86059' 05.59' W ACAS R- TLEEGRATLODWENSSCHRIPIP,TSIPOENNOCFERTHCEOPURNOTJYE,CINTDSIAITNEA: .A PART OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 5 WEST IN AIN6C-L1U1DXED17V-IIANCAHSPELPAATRSAHTOEWATINTGACBHUMILEDNINTG. LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES: A REDUCED SIZE PLAN OF THE PROJECT IS AF L7O- OBDOPULNADI NA,RFILEOSOODFWTAHYE FORNI EN GHEU NODRRFELDO O( 1O0W0) AYYE.APRL EFAL OS EO DRPELFAE RI N ST,OFSLOHOE DE WT 2A5YOFFRTI NHGEEPSL, AANNDS EFTL.O O D W A Y S : T H E P R O J E C T I S NOT L O C A T E D I N A OA BF -TLHAENI DN TUESRESOE FC TA ILOLNAODFJ ACCOEUNNTT PYRROOPAEDR 3T 2I E5 SE: TAHNED PLRE OWPI SO SS ET DR EPERTO, JTEHCET PI SR OAJ LE I CN TE AI SL BPOR UONJ EDCE TD. BOYN LTI NH CE OWL ENSNTAPTOI ORNTAI OL NP AO RF KT. HTEH EP RPORJOE JCETC, TWI SE S T B1 6O0 U0 NNDAE ND DB SY RC 1O6U2 N. TF YO RR OT HA ED R3 2E 5M EA AI NNDDE RC OO UF NTTHYE RCOOARDR 1I D6 O0 0R NI TOI NS BT OH EU NS DOEUDT HO NS I TD HE EOSF OTUHTEH PBRYO SJ ERC6T2 . UTNHTEI L PTRHOEJ EI NCTTE RI SSBE OC UT NI ODNE OD FO CN OTUHNET NYORROTAHD ASTNRDEEEATS. T BY HERITAGE HILLS HIGH SCHOOL AND SEVERAL RESIDENTIAL PROPERTIES AT THE INTERSECTION OF COUNTY ROAD 325 E AND LEWIS AW9A-T IEDRESNHT EI FDI C. MA TOI OR EN SOPFEAC UI F.I SC .AELPLAY ATPHPERSOI TVEE DD ROARI NESS TT AOBTLHI SEHDEADVTI SM EDNL :L TOHWE DSI ITTCE HL I{ESST AWT IET HWI NA TTEHREB BOUOCYKI HDO: IRNNE 0C1 R9 5E_ETK1-0L 0I T1T) LWE HPI CI GHE OI SNNCORTELEI SKT E D AS IMPAIRED. A10 • NAME($) OF THE RECE!VING WATER($): THE ENTIRE SITE LIES WITHIN THE BUCKHORN CREEK-LITTLE PIGEON CREEK WATERSHED. All RUNOFF ONSITE DRAINS TO THE DAVIS ENLOW DITCH (STATE WATERBODY 10: INE0195_T1001) VIA SHEET FLOW OR CONCENTRATED FLOW. AI M1P1 A- I RI DEEDN: TTI HF I EC AS ITTI OE NI T OS FE LDFI SACNHOADRAGVEI SS TE ON LAO WWADTI ET CR HO NI S TNHOET CI NUCRLRUEDNETD3 O0 3N( 0T)HLEI SCT UORFR EI MNPTA3I R0 E3 {D0 W) LAI STTE RO SF AI MNPDATI RHEEDPWO LALTUETRASN. TF( $U )RFTOHRE RW H I C H I T I S DOWNSTREAM, LITTLE PIGEON CREEK IS LISTED AS IMPAIRED. OA 1F2 T- HSEOFI LOSL LMOAWP ION GF TSHOEI LPTRYEPDEOSMWI NI TAHT I EN STOH I EL TS YI TPEEBSO: TU HNED AMROYS: TS RT EE NC DE NA TL SUI SL TO AL OS AOMI L, S0 UTROV2E PY EFROCRE SN PT ESNLCOEPRE SC ,OFURNETQYU I ENNDTI CL YA TFELSO TO HDEE DP , RBERSI EE NF C E (DTUSRBA3 T) ; I AO NN O( SANP) A; TL OI L NS AI T ZSAI LNTE LSOV AI L ML E, 2STI LOT 6L OP AE RMCS E, 6N TT OS L1O2 PPEESR, CEERNOTDSELDO( PT ES SB .2S) ; ETVI LESRI TE LSYi lETRLOODAEMD, 2( ZTAOC 36 ) .PTEHRECREEN AT RS EL ONPOECS O, SNECVEERRNESL YA BEOR UOTD TE HD E ISNUCITLUADBEILDITYONOFSHTEHEETS2O5ILOAFNTDHTEHPELAPNROSPETO.SED SITE WORK. ANY UNSUITABLE SOILS WILL BE REMOVED DURING CONSTRUCTION. THE SOIL MAP IS (AC1O3 N- SI DT ERNUTCI TF 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 UYRWS EE TSL OA NN DOSR, LAADKJ EASC, EONRT WT OA TTEHRE CPOR UORJ ESCE TS . STI TH EE NP ROOI MJ EPCATC WT BI LELLCOOWNTSHT ER UTCOTP AO BF RBI AD NGKE. OT HV EE RN AD TAIVOINSAELNWL OEWT LDAINTDCSH .I NTVHEENPTI OE RRSY OMFA PT HI SE I NB RCILDUGDEEADROENASBHOEVEETT2H5EOTFOTPHOE FPBLAANNKSAENT O. T H E R E W I L L B E CAO14N-SITDREUNCTTI FIOI CNATAICOTNIVOITFIEASN:YNOOTPHEERRMSITTSATOEROARUTFHEODERRIZAALTWIOANTSEARRQEURAELQITUYI RPEEDR.MITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR AM O1 5W- EI DDE LNATWI FNI CAARTEI OANS AT HN AD TDAE RL IEN ME AATI NI OT NA ION FE DE XB IYS TT IHN EG NCOORVTEHR S, IPNECNLCU EDRI NSGCNHAOTOULR CAOL RB PUOF RF EART SI O: NT HE EA SETX AI SNT DI N GS OPURTOHJ OE CF TT CH OE RI NRTI DE OR SR ECCOT NI OSNI SOT FS O F CAONDUNWTIYTHRIONAEDXI3S2T5INEGARNIDGLHETWOISF WSTARYE. ET. TO THE WEST OF THIS INTERSECTION THE TRAIL IS LOCATED ALONG AN EXISTING ROADSIDE DITCH AFO16R-TEHXEISETXINISGTISNIGTEATNODPPORGORPAOPSHEYDATTOAPNOIGNRTAERPHVYA.L APPROPRIATE TO INDICATE DRAINAGE PATTERNS: SEE REFERENCED CONSTRUCTION PLANS M AO A N 17 J T - O O L R O N IT C O Y A R T O TI H O F N T S( H P $ E E ) N W P C R H E O E R J R E SE C C R T H U O S N I O T -O L E F . C O F O N ER N T P T H O E E R R A E S A T T I S O H T N E E P P N R R O O O O P J F E E R C T T T H Y E S. IPTRE O: RJ EUCNTO CF FO RE NRTI DEORRS, TTHHEE RPER OI SJ EACN TESXI ITSET IFNRGO4M2 -AI NDCJ HA CCEUNLTV ERROTA DT HS AATL OD NI CGH AT RH EG E S P AU R N 18 O A - L JE T LO C ER C T A E A D T N . IO D R N T O { H C $ E K ) R W C E H H A E E R R C E E K M D R U A U L N M T - S O IP A F L R F E E D A I B R S E E C I A H N S A G R T A G H D R E D S O E U FD G R , O W HO M H U E T T R H E T E H P P E O R P S O R S J O E IB C J L E T E C , S T TIT O S E I R T P E E R D W IO U H R C E E T R O P E O L R S A U T N N C O O O D F N F IS S D T T U I R S R C U B C H A A T N I R O C G N E E : R S TU . H N E E O X P I F S R F T O T IN J O E G C P D T R I SE S C - IT D H E E A V I R S E G A L E O L S P IN W M E E i A l N l L T B E CONDITIONS. SEE SHEET 23 AND 24 FOR LOCATIONS WHERE RUNOFF LEAVES THE SITE. A19 - LOCATION OF All EXISTING STRUCTURES ON THE PROJECT SITE: SEE CONSTRUCTION PLANS FOR LOCATIONS OF EXISTING STRUCTURES ON THE PROJECT SITE. AS T2 0O -R EMXWI SATTI NE RG MP AE RN AMGA ENME EN NT TR: ETTHEENRTEI OANR EO RN OD EETXEI SNTTI INOGN RF EATCEI LNI TT IIEOSN, OI NRC LDUEDTIENNGTMI OANNFMAACDI LEI TWI EEST LOANNTDHSE, DEEXSI SI GT NI NEGD SFI TOER. T H E P U R P O S E O F AK A2 1R S- TL OFCE AA TT IUORNESSW: THHEERREESATROER NMOW KA NT OE RWMN ALYO CB AE TDI OI RNESC WT LHYEDRI SE CSHT AORR GM EWDAITNETRO MGARYO BU EN DD I WR EACTTELRY, SDUI SCCHHAASR AG BE AD NI NDTOON EGDR OWUENL DL SW, AS TI NEKRH, OS UL ECSH, AOSR ABANDONED WELLS, SINKHOLES, OR KARST FEATURES. A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: THE TOTAL PROJECT CORRIDOR AND AREA TO BE DISTURBED WITH CONSTRUCTION ACTIVITIES IN 2.13 ACRES. AAC23T-IVTIOTITEASLISEXAPPEPCRTOEXDIMLAATNEDLYDI2S.T1U3RABCARNECSE. EXPRESSED IN ACRES: THE TOTAL EXPECTED AREA TO BE DISTURBED WITH CONSTRUCTION A24 - PROPOSED FINAL TOPOGRAPHY: SEE REFERENCED CONSTRUCTION DRAWINGS FOR FINAL TOPOGRAPHY. MLO.C5 A- TLOIOCNASTAIONNDSBAONUDNADPAPRRIEOSXOIMFAATNETBICOIUPNADTEADRIDESISTOUFRABlElDDAISRTEUARSB. ED AREAS: SEE CONSTRUCTION PLANS AND SHEET 23 AND 24 FOR All AC 2O6N -VLEOYCAANTCI OE NC SH , ASNI ZNEE. LASN: DS EDEI MSEHNESE I TO NN SO SO. F2 A3 lAlN SDT2O4 RFMOWRATTHEER LDORCAAI NT AI OGNE, SS I YZ SE T, AE MN DS DU CI MHE AN SS I OC UN LSVOE RF TASL ,L SSTTOORRMMWWAATTEERR SDERWAEI NRA, GA EN DS Y S T E M S . TAHL OE NTGR ATIHL EWTi lRlABI LEEENLSEUVRAITNEGDTOHNA TF IPL LO STTH-RCOOUNGSHT OR UU CT TTI OH EN CROU RN ROIFDFO DROWE SI T HN OA TCEOXMCBEI NE AD TPI OR NE -OC FO NRSOTCRKUCCHTEI OCNK RDUANMOSFAF N. D A T T E N U A T I O N O F F L O W S A27 T 23 H A E N - S L D IT O 2 E C 4 . AFTOI ORNTSHOE FL OS PC EACT I I FOI CN SP OOFI NSTPSEWC HI FEI CR EP OS TI NOTRSMWWHAETREER CAONNDCNEON NT -RSATTOERDMSWT OA TR EMRWDAI ST CE RH AARNGD ENSOWN i-lSlT LOERAMVWE ATTHEERPDRI SO CJ EHCATR SG I ETSE : WS IEL EL LSEHAEVE ET S TA T H 28 R E - U NL C E O T W C U A R T T R EI S A O , I N L A . N O DF AC LOLMPMROONP AO RS EE AD SS: I TSEE EI MCPOR NOSVTERMUECNTTI SO, NI NPCLLAUNOSI NAGN DR OS HA EDEST, U2T3 I AL I NT DI E S2 4, LFOOTRDLEOLCI NAETAI OTNI OON FAANlDl I PDRE ON TP IOF SI CEADTI I MO PN R, PORVOE PMOE SN ETDS F O R AS O2 9I L- SLTOOCCAKTPI OI LNEOAFRAElAlSO. ONF- SFISTIET EA NS TOOOCFKFP- SI LI TEES SAON DI L BSOT OR RCOK WP I LAERSEAANSDABROERNROOTWKANROEWANS :ASTETEHSI SHTE EI MTE2. 3 A N D 2 4 F O R L O C A T I O N S O F A l l O N S I T E AA 3C0T -I VCI TOI NE SS TARRUECETXI OP NE CSTUEPDP OF OR RT AT HC I TSI VPI RT IOE JSETCHTA, TS UA CR HE AE SX PSETCATGEI ND GT OA RBEEA PS A, RM TA TOEFRTI AHLE SPTROORJAE GC ET : ASRTEAANSD, AARNDD CL OO NC SA TT RI OUNCST FI OONR SCUOPNPCORRETT E WASHOUTS, DUMPSTERS AND PORTABLE LATRINES AS NECESSARY. AA N3 1D - PLUOMCPA TAI RO ON UONFOASN: TY HI NE-RSET RA ER AE MN AOCPTLI AV NI TNI EESD TI HN A- STTAR RE AE MP LAACNTNI VE IDT I EF OS RA ST SH OE CPI RA TOEJ DE CWT I TI NHCTLHU ED I PNRGO, JBEUCTTN. TO HT EL IPMRI TOEPDO TS OE D, SBTRRI ED AGME CO RV OE RS SDI NA VG ISS ENLOW DITCH WILL HAVE NO IMPACTS BELOW TOP OF BANK. B STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION COMPONENT B1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: FUEL AND LUBRICANTS FROM MS EADCI HMI EN NE TR YF ,RWOAMSSTTEOFRRMO MW ACTOENRC RR UE NT EO FTFR AU CN KD WV EAHSI HC OL EU TT,RSAACNKI TI NAGR ,YAWN DA SWTI EN OF RB OO MR NLEA TORU ISNTE SA ,NCDOFNESRTTRI LUI ZCETRI OSNFWR OA MS TSEE, ED DOIMN EGSOT PI CE RGAATRI BOANGSE. , E S8 Q T 2 O . U S R IP T M M A B W E L N A E T T C E S O R TA N Q G S U T IN A R G L U I T A C Y T R I M E O A A N N S E U H N A A T L L R L A R B N E E C F I E N E SR LO T T A C O L A L ST E H IO D E N A E S T T A 3 T N 4 H D F E O S C R P O E T M C H M I E F E IC S N U A C G T E I G M O E E N S N S T T : E O D F A L C O T O C E N M A S T P T I O O R R N U ACRTYI OCNOAN CS TT IRVUI TCI ETSI OI NN AI NCGCROERSDSA/ ENGCRE EWS SI T PH ATDHAE NI NDD I A N A TBE3 .MSPPOERCAI FRI YC ASTTIAOBNISL I ZFAOTRI OTNE MSPPOE CRIAFRI CYAATNI ODNPSE: R M A N E N T S T A B I L I Z A T I O N : TS HT AE BCI LOI ZNATTRI AOCN TMOURSSTHBAEL LC OI NMI TPI AL TE ET ESDE EWDI TAHNI ND FMOUULRCTHEAE LNL DDAI SYTS UARFBTEEDR AI NRI ETAI AST BI OYNT. HS ET REANWD / HOAF YT MH EU LSCE HV ESNHTAHL LD AB EY AT PH PE LAI ERDE AA TI SALREAF TT EI DOL FE .2 TA OC NC SO RP DE AR NACCERWE IATNH DT SA HB AL EL L1 ,BLEOACNACTHEODRI NE DC HWAI TPHT EARM7U, LPCAHG EA N3 2C HOOF RTIHNEG I TN ODOI ALNOA RS TF AORRMM WD I SAKT E RS EQEUDAI NL I GT YR ME QA NU UI RAELM, WE NHTI CSHH AI SL SL UBME MI NA R I Z E D BELOW. Table 1. Temporary Seeding Specifications Seed Species• Rate/acre Planting Depth Optimum dates .. Wheat or Rye 150 lbs. 1 to 1-1/2 inch 9/15 to 10/30 Spring Oats 100 lbs. 1 inch 311 to4/15 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 511 to 6/1 Sudangrass 35 lbs. 1 to 2 inch 511 to 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 511 to 7/15 - o• f P S th e e e r e e p d n r i o n ri j ia g e c l d t s o p s n e it e e c o i w e u s t it sh m i d ta e h y e t b h se e ta u o t s e p e t . i dm au ms as et eemdpi nogr adrayt ec so vi necr r. ee asspee sc itahlel yci fhlahnecae rseoafs sl oe ebc-!el n gs efeadi leudr ew. llDl aret emsami nai yd l eb ef oerimW lonrdeetdh a( )n[ s1hyoer taerr. i e o b a s e d o n t h e I O c a t i o n ITNHCEH SE ES. EIDN TBOE DT HSEH SA OL LI LBAENPDRME PU AL CRHE DI N GB YMAAPTPELRYI AI NLGA4P0P0L- 6I E0D0 AL BTSH PE ERRAATCE ROEF O2 FT 1O2N- S1 2 P- 1E2RFAE RC TRIEL .I Z E R A N O W O R K I N G 2 - 4 DGOERRMMAINNATT&IOFNRTOOSOTCSCEUEDRI.NG SHOULD BE UTILIZED FOR SEEDING WHEN TEMPERATURES ARE TOO LOW FOR • PERMANENT STABILIZATION SPECIFICATIONS: D IT N H IS C E T H C U A O R P N B T I T E N R R G A 7 O C , T P P O E A R R G A E S T S H IO A 3 N 8 L - S L 3 F 9 A E O R R E F T C I T L O I H Z M E E P, I N L S D E 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 Q T l E U l R I R D Q E IS U M T A E U L N R IT T B Y S E M D S A H A A N R L U E L A A L B S , E S W I H N H O E A W N C N C F I O A N R T A DL T A H G N E R C B A E O D W T IN T I G T O H M A T N R A D I B G L L H A E T N 1 , D TL AOBCLAET 2E D • ITNHCEHSEESEI ND TBOE DT HS HE ASLOLI LB AE NPDR EAPPAP RL YE DS TBRYAAWP/PHLAYYI NMGU4L0C0H- 6A0 T0 TL BHSE PREART EA CORF E2 0OTF O1 N2 -S1 2P-E1 R2 AF ECRRTEI L. I Z E R A N D W O R K I N G 2 - 4 • OPTIMUM DATES FOR PERMANENT SEEDING ARE MARCH 1- MAY 10 ANO AUGUST 10-SEPTEMBER 30. • TEMPORARY SEEDING SHOULD BE CONSIDERED BETWEEN MAY 10 ANO AUGUST 10. • ODOCRTOMBAENRT 1&-FMRAOYST9.SEEDING SHOULD BE UTILIZED WHEN TEMPERATURES ARE TOO LOW FOR GERMINATION TO OCCUR. • FVIENGA LETSATTAI VBEI L I ZCAOTVI OENR WI S I TAHC HAI EDVEENDS IWT YH EONF CS EOVNESNTTRYU CPTE IROCNEANCTTHI VAI ST I BE SE EHNA VE SETBAEBELNI SCHOE DM.P L E T E D A N D P E R E N N I A L 8O4N. SS EL OD PI MEESNOT FCCOONNT CR EORL NMAE FATSEURR TE HS EF AO RR ECAOHNACSE NB TE RE NA TGERDAFDLEODWT AO RTEHAES D: EESRI GO NS I OE LNECVOA NT TI ORNOSL. BB LE AC NA KU ESTESTSHHEASLTL OBREMI NWSATTAELRL EODN I MT HMEE DS II TAET EI SL Y DBEIRUESCETDEDASMASEINDLIYMIENNTTOBCAUSLIVNSERDTUSRAINLGONCGOTNHSTERPURCOTPIOONSE. D TRAIL, INLET PROTECTION Will BE IMPLEMENTED. THE ROCK CHECK DAMS SHALL 8W5I .L LS EBDE I MU ET NI LTI ZCE OD NATRROOULNMD ETAHSEU DR I ESST UF OR RB ESDHAE RE ET AF LPOE WR I MA RE TE EA RS : T DO USRL ION WG EAANRD TFHI LWT OE RR KT AH NE DS TUON RD ME WR GARTOE RU NRDU NU OT I FL FI T GY EI NN SETRAALTLEADT I FORNO, MS I LTTH IFSE N C E SPRHOEEJETCST2.3SATNEDE2P4EFROARRLEOACSAOTFIOSNHSE.ET FLOW WHERE GRADING IS TAKING PLACE WILL NEED EROSION CONTROL BLANKETS. REFER TO BC 6O. NRTURNOOLFBF LCAON NK TE RT OS L TMHEEASSEU SRHE AS L: L TBHE I SI NPSRT OA JL EL CE DT II NN CALCUCDOE RS DSAENCCUERWE DI T EH RTOHSEI OI NND CI AONNATSRTOOL REML EWMAETNETRS QSUUACLHI TAYSMSAI LNTU FA EL .N C I N G A N D E R O S I O N BD 7O. WS TN OS TR RMEWA MA TOEURTOL EU TT LOEFTAI lI Nl LFELTA RP RE DO TE ENCDT SI OENC TL OI OCNASTTI OONRAENDDU SC PE ETCHI FE I CV AE LT OI OCNI TSY: OE NF ETRHGEYS DT IOS RS MI P AWTAETRESR SRHUANL OL FB FE. I TN HS TE AELNLEERDGAYT T H E DTOISSSIHPEAETTESRS23SAHNADLL24BEFOINRSTLOALCLAETDIOFNOSR. ALL CULVERTS. ALL AREA DRAINS SHALL BE PROTECTED WITH INLET PROTECTION DEVICES. REFER L I8 F A 8 A . R G R G E R E A A A S D R E O E F S A T S C A O A B R N IL C E IZ E N A R O T N T I O A B N R E I S I S N T E G R . URCE TGURRAED LEOD C. TA HT EI OTNRSAAI LN IDS SB PE EI NCGI FCI COANTSI OT NR SU :C TT HE DI S I SN HFOI LUL L. DE NR OO TS I BOEN NCEOCNETSRSOALR BY L AF ON KR ETTHSI SC OP RU OL DJ EBCET I NB ES CT AA LULSEED 8C 9O. NDSETWRAUTCETRI OI NNG, AA PD PE WL I CAAT TE I ROI NN SG AFNI LDT EMRA NB AA GG ESMH EANL LT BMEE TU HS OE DD ST OI FF I OL ET WE RA TT EH RE I NWGA TOECRC PU RR I SO RF RTOOME AX NI TYI NWGATTHE ER SBI TOED. YDAE TWAANT YE RT I I NMGE SDHUOR UI NLGD B E USED TO CONTROL THE MOISTURE OF SOILS DURING GRADING OPERATIONS DURING WET WEATHER IF NECESSARY. B10. MEASURES UTILIZED FOR WORK IN WATER BODIES. NOT APPLICABLE FOR THIS PROJECT. M8A11INMTEANINATNECNEASNHCAELGLUOIDCECLUIRNEASSFFOORLLEOAWCHS:PROPOSED STORM WATER QUALITY MEASURE: 1 ) AMlAlNSUTFOARCMTUWRAETRE·SRRQEUCAOLIMTYMEMNEDAASTUIORENSS.SHALL BE INSPECTED AND MAINTAINEO IN ACCORDANCE WITH ITS RESPECTNE 2) A SELF-MONITORING PROGRAM THAT INCLUDES THE FOLLOWING MUST BE IMPLEMENTED BY THE PRIME CONTRACTOR: a AB UTSRI AN IENSESD DI NADY I VF OI DLULAOLWSI NHGA LELAPCEHR ½F OI NR CM HASWT OR RI TMT EENV EEVN AT LAUNADT AI OTNAOMF I NT HI MEUPMR OO FJ EOCNTESTI TI ME EB YP ETRH EWEENE DK . O F T H E N E X T b. TT HH EE YE AV AR LEUFAUTNI OCNT I MO UN SI NTGAPDRDORPEESRSLTYH; EA NMDA II DN ET NE NT AI F NYCAEDOD FI T EI OXNI SATLI NMGE AS TS OU RR ME SWNAETCE RE SQSUAARLYI TTYO MEENASSUURREE CS OT MO PELNI ASNUCREE WITH All APPLICABLE STATUTES AND REGULATIONS. c. DWARTI TE TOEFNT EHVEAELVUAALTUI OA NT I OR ENP; OP RR OT SB LMEUMSST I OI NECNLTUI FDI EE OT HAET NT HA EM EP ROOF JTEHCET ISNI DT EI V; I AD NU AD LDPEETRAFI LOS ROMFI NCGO TR HREE CETVIAVLEU A T I O N : T H E ACTIONS RECOMMENDED AND COMPLETED. 3) REFER TO MAINTENANCE NOTES INCLUOEO ON THIS SHEET. LBA12N.DPOLAISNTNUERDBCAONCNSE: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 CONSIDERATIONS ACTIVITIES OR EROSION CONTROL PRACTICES} PRE-CONSTRUCTION ACTIONS BEFORE CONSTRUCTION, EVALUATE, MARK & PROTECT VEGETATION {EVALUATION/PROTECTION OF IMPORTANT SITE SUITABLE FOR FilTER STRIPSALONG THE PERIMETER OF THE CONSTRUCTION CHARACTERISTICS) SL IWM IPTPSP. AR EPVRI EE CWOENRS, TPRL UACN TDI OE NS I GMNEEERT I NAGN DWPI LRLOBJ EE CRTEOQWU I RN EE RD TTOO DB IES CH UE LSDS W I T H SWPPP SUBMITTAL, PROJECT SCHEDULE AND INSPECTIONS. INSTALL PERIMETER BMPS • INSTALL CONSTRUCTION INGRESS I EGRESS PAD & STAGING AREA; INSTALL (CONSTRUCTION EXITS, FILTER STRIPS, SILT SilT FENCE AROUND THE SITE PERIMETER TO PREVENT SEDIMENT FROM FENCE, DROP INLET PROTECTION, EQUIPMENT EXITING THE SITE. SEE SHEETS 23 & 24 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 AFTER (STABILIZE SWALES, STORM DRAINS, INLET AND CONSTRUCTION OF STORM SEWER STRUCTURES. OUTLET PROTECTION, CHANNELS) LANO CLEARING ANO GRADING . BEGIN MAJOR CLEARING AND GRADING AFTER INSTALLING THE KEY (CUTTING/FILLING, GRADING DRAINS, SEDIMENT SEDIMENT AND RUNOFF CONTROL MEASURES. RTROAUPGSH, EBNAIRNRGI)ERS, DIVERSIONS. SURFACE SURFACE STABILIZATION · APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY (TEMPORARY ANO 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 RSMTAANBEINL TI ZSAETEI DOI NNG•, ST TE AMBPI OL I RZAE RAYL LC OO PN ETNR OALR EMAESA SI NUCRLEUSDAI NNGD BSOTRA BR 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. BP1R3O.JPERCOTV: INSOIOTNASPFPOLRICEARBOLESION & SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED • B14. MATERIAL HANDLING ANO SPILL PREVENTION: TS HP EI L LCSO ON TCRCAUCRTAONRDSTHHARLELANTOETNI FWYATTHEER I QN DU AI ALNI TAYDDEUPEA RT TOMSETNOTROMFWEANTVEI RRORNUMNEONFTFA. L M A N A G E M E N T ( 1 . B 0 0 . 2 3 3 . 7 7 4 5 ) W H E N AI NlSlTMRAUTCETRI OI ANLSSAHNAOL LA SB ER UE QS EUDI R, EI NDSBTYA LGLOEVDEARNNDI NDGI SAPGOESNECDI EOSF I N A C C O R D A N C E W I T H I T S M A N U F A C T U R E R ' S TT HH EE CC OO NN TT RR AA CC TT OO RR SS HH AA LL LL KMEOENPI TMOARNEUQF AU CI PTMUERNETRA' SNLDATBHE EL SI RAPNADR MK AI NTGEARRI AELASSAFFOE TRYL EDAAKT SA S H E E T S ( M S D S ) O N S I T E . B • 15. MATERIAL HANDLING ANO STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY: AS HL LA LMLABTEE RKIEAPL TS I UNSTEHDE OI RN O" SRI TI GE I NSAH LA LPLA CB KE ASGT ION RGEWD I TI NHATNH EO RMDAENRULFYA MC TA UN RN EE RR ' SA NL DA BI NE LASP UP NRTOI LV ERDE ACDOYN TF AOI RN EI NRSST. AML LAATTEI ROI NA .L S AEQLLUIPPIPMEESNATNLAOBFOITRTEINRGSS. 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 TP RNOOPTRLI AI MTI TE EMDE TA OS UGRAERSB MA GU ES ,TDBEEB IRMI SP ,L CE LMEEANNTI EN DG TWOAMS AT EN SA, GWE AWS TAESWT EAST EORR, UC NOUNSCERDE TB EU IOL RD I NC GE MMEANTTEI TR II OA LUSS IWN CA LSUHDOI UN TG . WW AA ST TE RE , AMNOORUTNA UR S/ ME AD SBOUNI LRDYI NPGR OMDAUTCETRSI A, LSSO MI L USSTTA BB IEL I MZ EARN SA ,GLEI MD EA NS TD ADBI SI LPI ZOASTEI ODNOMF AI NT EARCI AC LOSRADNADN COET HWEI TRHSAULBLSAT PA PN LCI CE AS .B L E SWTAASTTUETSE, SA AN ND DS RP IEL GL UPLRAETVI OE NNTSI .OPNR AONPDE RC LSETAONR-AUGP EMAENADS UHRAENSD LMI NU GS TOBF EMI MA TP EL RE MI AEL NS .TSEUDCTHO AMSI NF IUMEI ZL SE OT HREHPAOZ TAERNDTOI AULS F O R CP OO LNLCURTEATNET SO RT OC ECMOENNT TAI MT II NOAU TSEWTAHSEHSOUURTFAARCEEAOS RMGURS OT UBNEDCWL EAAT ERRL YOPRODSETGERDASDOE ASLOL I LC OQ NU TARL IAT CY T. TOHRES LAONCDA T I O N O F SO URB L- CE AO KN-TPRRAOCOTFOCROS NATRAEI NAMWE AN RT EA OR FE AT SH EWLHOI CCHA TA I RO EN L. WO CAAS HT EWD AATNEDR DMEUSSI GT NBEED DTI ROEDCI TV EE DR TI NSTTOO LREMAWK -APTREORORF UCNOONFTF AAI NWEARYS FROM THE MEASURE AND SIZEO TO PREVENT THE DISCHARGE AND/OR OVERFLOW OF THE WASH WATER. C. STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION COMPONENT C1 DESCRIPTION OF POLLUTANTS AND THEIR S OURCES ASSOCIATED WITH THE PROPOSED LAND USE: OIL, GREASE, ANTIFREEZE, BRAKE FLUID, BRAKE DUST, RUBBER FRAGMENTS, GASOLINE, DIESEL FUEL, OTHER HYDROCARBONS ANO METALS FR OM VEHICULAR SOURCES. GRIT (SEDIMENT) FR OM WEARING OF THE ROAD SURFACE AND FALLING OFF VEHICULAR SOURCES. TRASH, BACTERlA AND BI OLOGICAL AGENTS IN TRASH, FROM LlffiRING OR IMPROPER DISPOSAL OR STORAGE. PESTICIDES, HERBICIDES AND FERTILIZERS FROM LAWN I LANDSCAPING MAINTENANCE APPLICATI ONS. ELEVATED RECEIVING WATERTEMPERATURE FR OM STORM WATER RUNOFF CONTACT WITH IMPERVIOUS SURFACES. C2. DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: THE OWNER SHALL MONITOR THE PAVEMENT FOR POLLUTANTS DEPOSITED FROM VEHICULAR SOURCES. THE OWNER SHALL USE.APPROVED ABS ORPTION MATERIALS TO CLEAN UP SUCH HYDROCARBON POLLUTANTS. THE OWNER SHALL PERIODICALLY MONITOR THE SITE FOR TRASH, DEBRIS AND GRIT DEPOSITED ON SITE. THE OWNER SHALL PICK UP DEBRIS AND DISPOSE OF IN AN APPROVED MANNER. THE OWNER SHALL MINIMIZE LAWN / LANDSCAPING CHEMICAL APPLICATIONS. THE OWNER SHALL MAINTAIN THE ROCK CHECK DAMS AND KEEP THE OUTLET STRUCTURES IN GOOD WORKING ORDER. THE OWNER SHALL MAINTAIN THE STORM SEWER NETWORK (STORMWATER INLETS AND PIPE) IN GODO WORKING ORDER. THE STORM SEWER PIPE NElW ORK AND ROCK CHECK DAMS Will HELP LOWER TI-IE TEMPERATURE OF THE STORM WATER RUNOFF BEFORE IT DISCHARGES T O THE RECEIVING WATER. CJ. PLAN DETAILS FOR EACH STORMWATER MEASURE· TRIE,EFEMRETAOSUSRHEESETASRE23D&EP24ICFTOERDTFHREOLMOTCHAETIIONONSIANOAF STTHE RESPECTIVE CONTROL MEASURES. DIMENSIONS, SPECIFICATIONS AND DETAILS OF ORM WATER QUALITY MANUAL ON SHEET 26. OTHER PRACTICES WHICH MAY BE IMPLEMENTED SHALL BE UTILIZED AND INSTALLED IN ACC ORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. C4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION· T PS E H IT R E E M T M A E O N M N E P I N O T T O R L R A Y R IN S Y G T S A F E B O D IL R I I M Z T E E R N D A T A S T H N R , D D A S P E T B W O R R i I l S M l A B D N E R D C A D O IN E N S P V O H E A S R I V T T E E E D D B E P T E O O N L A L F U R LU T O A S C H N K E T C D S H . S EHCAKLLD ABEM AA FDTAEILRYARLOL UDTI SI NTEU. R B E D A R E A S H A V E B E E N OTHNECEROCAODN.STRUCTION IS COMPLETE, PERMANENT SEEDING WILL BE APPLIED TO THE ENTIRE DISTURBED AREA EXCLUDING ABSORPTION MATERIALS USED TO CLEAN UP HYDROCARBON PUDDLES SHALL BE APPROVED BY THE EPA • DISPOSAL OF ALL TRASH, DEBRIS AND POLLUTANTS SHALL BE IN A MANNER APPROVEO BY THEIR RESPECTIVE AGENCIES. C• 5. DESCRIPTION OF MAINTENANCE GUIDELINES FOR PROPOSED POSTCONSTRUCTION WATER QUALITY MEASURES: RSEITSEPMOONNSIITBOILRITINYGOFFOTRHETROAWSNHE, 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 C C C O 6 O . N M ES P N T L T R E IT T U Y I C O R T N I E O O S N F P S O T T H N O E S R IB P M L R W E O A F JE T O C E R R T O , M TP E H E A R E S A T U T O R I W O E N N S . A O NFDS MA NATI TAECN LAANUCSE WO iFl lP OB ES TR- EC SOPNOS NT RS IUBCL TE I OF ON RS TOOP RE RM AWTAI OT NE RA MN DE AMSAUI NR TE ESN: AUNPCOEN O F P O S T Table 2. Permanent Seeding Recommendations Ont, L w Mai.ute aoceAreas fret iain-no idle more tl1·U1 six months' 'H 0 - u ' ' ' Seed nllxtures PRma et e Lpi evre AScereed I Peretlllial ryegrass 70 lbs. -white clover• 2 lbs. 2. Perennial ryegrass 70 lbs. -tall fescue** 50 lbs. 3. Tall fescue0 70 lbs. - while clover* 2 lbs. St epB uksa dC ts Lo Ma· te auceAre11s 11101 nowed' ce a '" " w- ill 0 ' ' Se.-d mixtures PRu ar et e Lpi ev re AS ce reed I. Smooth brome grns�. 35 lbs. - red dover" 20 lbs. 2 Tall fescue"* 50 lbs. - white clover• 2 lbs. 3.Tall fescue** 50 lbs. - red clover* 20 lbs. 4. Orchard grass 30 lbs. - red clover• 20 lhs. - while clover• 2 lbs 5. Crow11vetcb "' 12 lbs. - tall fescue.. 30 lbs. Lawn5 an ' - 'U am cnance . eas Seed mixtures PRu ar tee Lpi evreAScereed I. B!uemass 140 lbs. 2. Perel1llial ryegrnss 60 lbs. (hirf "-e) 90 lbs. 3. Tall tescue (hrrftype)** 170 lbs. • blue0rnss 30 lbs, Cl tallllC s amI Areas ofC ti ted Fl OJJCCl\ ·n ow Seed mixnrres PRn ar et e Lpi evre AScereed I. P;-remiial 1y;-grass 150 lbs. -while* 2 lbs. 2. Kenmd.J' blueg1'ass Wills. - smooth bromeg:rass 10 lbs. - switchgrnss 3 lbs. - timothy 4 lbs. -pereunial 1yegrass 10 lbs. • while clover "'* 2 lbs. 3.Tall fescne* 150 lbs. wllite clover** 2 lbs. ' Ta!l fescue*• 150 !bs. -perennial 1yegras� 20 lbs. Keutnckv blue"'""'SS 20 lbs. Optmmm Soil pH 5.6 TO 7.0 5.6 (0 7.0 5.5 to 7.5 Optimum Soil pH 5.5 10 7.0 5_5 10 7_5 5.5 to 7.5 5.6 107.0 5.6 to 7.0 Optimum Soil pH 5.5 107.0 5.6 to 7.0 5.6 10 7.5 Optimum Soil pH 5.5 lo 7.0 5.5 to 7.5 5.5 to 7.5 5.5 (0 7.5 - �•l 1 hFoour gbhe st ht ,e�g ur ai sl ss . u{ a1 1)1 ykk;nufnoeJ l -. ss eecedd es dh oaunldd tbhee ml eogcuuml aet efdr o. s(tb- s) e; eede eddm: g{ cm) i�f, rl �ug r.�m< ne eoi ;n a< an r>n fma lgl -lseeg<u" < tme de. sdsoh os ou l di n peraerfleyr af ab ll ly. b e s p n n g . s e e d e d . H Tall fescue pr,:widcs little cover fo,·. and may be 10xic 10. some �ve<1es ofwildlife. STORM WATER POLLUTION PREVENTION PLAN ., rJ':. ., ;::l I- � z � < z co u < <( LO � 0 0:: co z � r' - I- co >- • w z >- 0:: 0 � z " � w Z � :::) 0 (fJ 0 > I- � (.) o z ... 0:: u <( 0 w Cl) 0:: (.) 0 (!) z z � ...J 0 u z r' ...J REVISIONS 0311 4/2025 BID SET C 2025 Midwes!em Engineers. foe. 802 Wes! Bro.1dway Stn:et PD. Box 295 Loogootte' . Indi"n;, 47553 DATE MARCH 2025 DESIGN C.W.R. /__ B.D.H. DRAWN M.M.C./__M.K.W. Q.C. CHECK R.A.B. PROJECT NU�BER 2024079-00 26 26 Of 29 I FlLE NUMBER I 44584 Do Not Use Plan Previews for Take Off
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