� ,, ,w <w@� N< -a " �N � $� 11 N- "� �g 2� Q --- ro � 'Ill Ow � .Q � � ' • • ii _,./ �8 .. , , < � 0 ' oo < , < " o 9. laj 6N � < c "::i iij •• A CONSTRUCTION PLAN A1 PLAN INDEX OF SHEETS:............ Kl.. VICINITY MAP SHOWING PROJECT LOCATION AJ. NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT A4 LATITUDE ANO LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS /l5 LEGAL DESCRIPTION OF THE PROJECT SITE: ..... A1 PLAN INDEX A6. 11 BY 17-INCH PLAT SHOWING BUILDING LOT NUMBERS BOUNDARIES AND ROAD LAYOUT/NAMES: ... A7. BOUNDARIES OF THE 100-YR FLOODPLAINS. FLOOOWAY FRINGES, AND FLOODWAYS AB. LAND USE OF ALL ADJACENT PROPERTIES: ., A9. IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: ... A10. NAME(S) OF THE RECEIVING WATER(S): ....................... LOCATION ..... SHEET 02 SHEET 01 . __ ..... THIS SHEET . THIS SHEET THIS SHEET .. . ATTACHMENT . SHEET35 THIS SHEET ., THIS SHEET .... THIS SHEET A11. IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(0) LIST OF IMPAIRED WATERS AND THE POLLUTANT{$) FOR WHICH IT IS IMPAIRED: ................................... THIS SHEET A12. SOIL MAP OF THE PREDOMINATE SOIL TYPES; .......................... . SHEET 35 A13. IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE: ........................ ........ THIS SHEET A14. IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AIJTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES: ... .... _ THIS SHEET A15. IDENTIFICATION AND DELINEATION OF EXISTING GROUND COVER, INCLUDING NATURAL BUFFERS . SHEET 34 A16. EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATED DRAINAGE PATTERNS· _ ............... SHEET 34 A17. LOCATION($) WHERE RUN-OFF ENTERS THE PROJECT SITE ............................................................................................................. SHEET 34 A18. LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO lAND DISTURBANCE: . ......... ....... SHEET 34 A19. LOCATION OF All EXISTING STRUCTURES ON THE PROJECT SITE A20. EXISTING PERMANENT RETENTION OR DETENTION FACILITIES INCLUDING MANMAOE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT: ...... SHEET 34 THIS SHEET A21. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER SUCH Af3 ABANDONED WELLS. SINKHOLES. OR KARST FEATURES Kl.2. SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: .......... P-23. TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: ..... A24. PRPOPOSED FINAL TOPOGRAPHY: ........................... A25. LOCATION AND APPROXIMATE BOUNDARIES OF All DISTURBED AREAS: .... .. .. ... ... THIS SHEET THIS SHEET .... . THIS SHEET THIS SHEET ........................... THIS SHEET A26. LOCATIONS , SIZE AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEMS SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS ., SHEET 34 A27. LOCATION OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCKARGES WlLL LEAVE THE PROJECT SITE: .................................................................... . ......... SHEET 34 A28. LOCATION OF ALL PROPOSED SITE IMPROVEMENTS INCLUDING ROADS UTILITIES, LOT DELINEATIONAND IDENTIFICATION, PROPOSED STRUCTURES AND COMMON AREAS: . SHEET 34 A29. LOCATION OF ALLON·SITEANDOFF-SITE STOCKPILES AND BORROW AREAS ...................................................... THIS SHEET A30. CONSTRUCTION SUPPORT ACTMTIES THAT ARE EXPECTED TO BE PART OF THE PROJECT /!Jl. LOCATION OF ANY IN-STREAM ACTIVJTIES THAT ARE PLANNED FOR THE PROJECT INCLUDING. BUT NOT LIMITED TO STREAM CROSSINGS AND PUMP AROUNDS: .. THIS SHEET ........ .. THIS SHEET B. STORMWATER POLLUTION PREVENTION PLAN: 81. DESCRIPTION OF POTENTIAL SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: . 82. STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS B3. SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: 84. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS B5. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: B6. RUNOFF CONTROL MEASURES· ... B7. STORMWATER OUTLET/INLET PROTECTION LOCATION AND SPECIFICATIONS: BB. GRAD STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: .. B9. DEWATERING APPUCATIONS AND MANAGEMENT METHODS: ... B10. MEASURES IJTIUZED FOR WORK WITHIN WATER BODIES: .... .. 811 , MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE. 812. PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LAND DISTURBANCE: B13. PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVlDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: ......... 814. MATERIAL HANDLING AND SPILL PREVENTION: .... . B15. MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY C. POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN: Cl. DESCRIPTION OF POLLUTANTS ANO THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE· C2. DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUAUTY MEASURES: ......,. __ CJ. 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: C6. 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 FIMAMBREDICIATTEEALRYS. . STARTS TO DECOMPOSE. OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED c. RTHEME OFVABERDICEPTOOSBITUELDGSEE. DIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWESTPOINT OR CAUSES d. TAKE CARE TO AVOID UNDERMINING THE SILT FENCE DURING CLEAN OUT. e. ATHFTEEDRISTTHUERCBOEDNTARRIBEAUTTIONGGDRRAADIENAANGDE ASTRAEBAILHIAZES.BEEN STABILIZED, REMOVE THE FENCE AND 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 EK DCI AL ETAE LRYI NRGEOMFOAVCE CMUUMDUAL AN TDESDE SD EI MD EI MNTE NTTR SAHCAKLELDNOORT WI NACSLHUEDDE OF NL UT OS HPI NU GB LWI 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. 3) TEMPORARY SEDIMENT BASIN a. INSPECT SEDIMENT BASINS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR AND EROSION AND PIPING HOLES. b. REMOVE SEDIMENT WHEN ff \S ACCUMULATED AT ONE-HALF THE D ESIGN DEPTH. c. INSPECT VEGETATION AND RESEED IF NECESSARY. d. SAIFTTEETROABLLLEDNISDTWUIRTBHEADDAJROEINAISNGHAAVREEABSEE, ANNSDTASTBAILBIZILEIZDE, R. EMOVE THE FAIRCLOTH SKIMMER AND SEDIMENT. SMOOTH THE 4} RIPRAP a. OINRSPDEOCWTNPSELROIPOED.ICALLY FOR DISPLACED ROCK MATERIAL. SLUMPING, AND EROSION AT EDGES ESPECIALLY DOWNSTREAM 5) INLET PROTECTION a. INSPECT DAILY. b. RS EEMD IOMVEENAT CI NCAUNM UA LRAETAEWD HSEE RD EI MIET NWTI LFLR ON OMTPRAEVEENDTAERRETAH(ED OP ANVOETD FALRUESAH OWRI TSHT WO RAMT 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 REPA!R IF NEEDED. d. WHEN THE CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED, REMOVE INLET PROTECTION. LOCATION THIS SHEET THIS SHEET THIS SHEET THIS SHEET THIS 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 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 34 OF THE PLAN SET AR2O. AADVS:ICSINHIETEYTMCA1PODFETPHICETPINLGANTHSEETPROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS, AND MAJOR AD EJ .VNEAL RORPAE TDI VBEY OE LF I TT EH EC NOAMTPUARNEI EASN, DI N CP U. ORBPAO SEEL I TOEF CT OH EN SPTRROUJCE TC ITO NT HS EE RPVRI OC JEESC. TT HSEI TPE RI SO JOEWC TN EI SD PBAYROT RI ACL HL YA RBDE I ENSGT FAUTNE DS ,ELDL CT HARNOOUI GS HB ERI ENAGD I 1 . 0 . TTOHESIUMPPPROORVTETMHEENTDSEVCEOLNOSPISMTENOTF. A NEW 20 LOT SUBDIVISION INCLUDING A NEW ROAD, WATER, SEWER, AND STORMWATER INFRASTRUCTURE AEN4.TLRAATNITCUEDTEOATNHDELPORNOGJIETCUTDESITTOE TISH·ELANTEIATURDESET38FIFTEEN (15) SECONDS: THE APPROXIMATE LATITUDE AND LONGITUDE AT THE APPROXIMATE 0 10' 44.85" N, LONGITUDE 86059' 19.08" W AR AS N. LGEE G5AWL EDSET S, I CN RTI IP, ET TI OONWON FO Tf HDEA LPER, OC AJ ER CT ETRS TI TOEW: NP SA HR ITP O, SFPTE HNEC ES RO UCTOHUENATSYT, QI NUDAI ARNTAE , RBOE FI N TGHME OS ROEU TP HAWR TEI SC TU QL AURALRYT DE ER SOCFR SI BEECDT AI OSN F8O, LTLOOWWNSS: H I P 4 S O U T H , OC Of MT HMEE NS COIUNTGHAWTETSHTEQSUOAURTTHE RQ UOAF RSTEECRT-ICOONR8N, ENRO ROTF HS OE CDTEI OG RN E8EAS S 1 2M AMRI NKUETDEBSY5A9 S5 1E8C- I ON CN HD SR EE AB AS TR,; AT HDEI SNTCAENAC LEOONfG 2T9H8 E. 2 5E AF SETE TL ITNOE AO FM AT GI , EN SAOI L UWT HI TEHAAS TWQAUSAHRETRE R M S2 T 5 IN A S U M E T C P E O E S D N 5 D ' 9 B S U S W E E H C E L S O E T N R , D A 2 S D 1 E 0 IS A 0 T 0 S 2 A T 1 , N 3 A C ' E D M IA O S R T F A K 3 N I 0 N C G 0 E 0 T F O H E F E E 3T P 7 O 5 T . I O 4 N 3 T A F O � E F E � T BIN E T C G O H I N A R N M E IN A B G A G; R N T , A H T I E H L N E W C N I E C T, H E C S W O O A N U S T T H IN H E U R 8I 9 N S G D T E A AG M L R O P E N E E G D S ' S B 4A 9 U I D E M H QIN L U U E A T R R E 2 T S 1 E 0 2R 0 5 - 0 Q S 2 U E 13 A C ' R O ; T T N H E D E R S N S W C E E E C S T S T I O O , U A N T D L HI I N S 8 T E 9 A , D N N E O C G R E R T O E H f E O S 3 D 8 4 6 E 9. G 5 M 7 R I N FE U E E E T S T E 1 S2 TD OE GAR1E1 2E-SI N5C3HMRI NEUBTAERS; T4H1 ESNECCEO NNOD RS TWI ,E0S TD ,EAG RD IESETSA 3N 5C EM I ON FU T2 E1 8S. 5O0O FSEEECTOTNOD SA E5/A�SI TN ,CAH DRI SE BT AA NRCWE I TOHF C4 A1 7P. 1' 7B UF EE HE TL ETRO 2A1 01 01 20-2I N1 3C' HORN ETBHAER ;STOHUETNHCEEA SSTO UR TI GHH 8T9- O f . W A Y L5 1I N8 -EI NOCfH UR. SE B. HAIRG WHWI TAI ,YC2A3P1 :' CT HA ESNH CWE AAGLGONNEGRS&A AI DSRSIOGCHITA·TOEFS• W! DA0Y9 6L 'I N; TEH, ES NOCU ET HS O3 6U TD HE GORDEEEGSR0E1E MS I N1 7U TMEI N5U5TSE ESC2O8 NSDESC OWNEDSST , WA EDSI STT, AA NDCI SETOAFN C4 8E. O1 0F F7E4E9T9 3T OF EAE T T O A 5T fHf l E· I NN CC EH SROE BU AT RH ; BT9HDEENGCRE ESEOSU5T0HM8I 9N UDTEIG' SR 5E3E SS E4 C8 OMNI NDUSTEEASS1T0, AS EDCI SOTNADNSC EEAOSFT 2, A3 1D. 3I S3 TFAENECT ET OO FA 450/ �0 . 1I N8 CFHE ERTE TB OA RA W�I �T HI NCCAHPR' EBBUAERH LWE I RT H2 1C0A0P0 2' 1B3U' ;ETHHL EE NRC2E1 0S0O0 U2 T1 3H' : B9 DEGREES 50 MINUTES 53 SECONDS EAST, A DISTANCE OF 30 00 FEET TO THE POINT OF BEGINNING. AIN6C. L1U1 DXE1D7•VINIACAHSPELPAATRSAHTOEWAITNTGABCUHIMLDENINTG. LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES: A REDUCED SIZE PLAN OF THE PROJECT IS FAL7O. BOODUPNLADIANR, FIELSOOOFDWTHAEYOFNREINGHUENODRRFELDO{O10O0W) YAEYA. R FLOODPLAINS, FLOOOWAY FRINGES, AND FLOOOWAYS: THE PROJECT IS NOT LOCATED IN A AN O8 RLTAHN DB YUESXE I SOTFI NAGL LRAEDSJI AD CE NE TNITA LP RA OR EPAE RS ,TOI ENS :TTHHEEEPARSOT PBOYSAENDDPERXOI SJ ETCI NTGI SR OL OACDA( WT EADS IHNI NTGHTEOTNO WS TNROE EF TD) .AOLNE . TTHHEE SSOI TUET HI S BBYO UE XN IDSETDI N OG N T H E RESIDENTIAL AREAS AND A FARM FIELD, AND ON THE WEST BY AN EXISTING FARM FIELD ANO STORAGE AREA. ( WA S 9 T A . A T IO T E E E R N S W T H A I E F T D IC E S R A . T B TI O O H D E N Y S O E ID F W : A IA N U T E . E S 0 R . 1 9 E S 2 P H _ A E T D A 1 S 0 P 1 A P 1 R R ) O A E N V N E D O D L T I O T L R T IS LT E E S E P T D I A G O B E N U O T S N H H C E E R D T E M T E M D K L D , L L N : I O S T R T H T . EH SFI TOER KL I E- SU NWNI TAHMI EN DT THRE I BL IUT TTAL ER YP I(GS TE OA TNE CWRAETE EKR- BUONDNYA IMDE: DI N TE R0 1I B9 U1 _TTA 1R0Y1 9 ) N AEA O 10 S R . T T N H S A ID F M O E E R( O S K ) F - O T U F H N T E N H S A E I M T R E E E D DC R T E A R IV I I N B IN S U G T T A W O R A L Y I T T . E T T R L H( E E $ P ) W . I T G E H S E E O T N E S N I C D T R E IR E O E E F K S T I - T H U E E N L S N IE I A T S M E L E D l D f R f T Ai R I E NI SB P U I T G T O E A O L R I N Y T T. C R L R E U E N P E O IG K F E . F O U F N N R N C O A R M M E T E E H D K E , T N PR O R IB R O U T J T H E A C F R T O Y S R A I K T N E - D U W L N I I T L N L T A L D M E R E P A D I I G N T E R IO N JB T N U O C T N A R E R E W Y E K T, HE STORMWATER INFRASTRUCTURE, INTO A RETENTION BASIN OR IN-LINE DETENTION AND THEN ULTIMATELY TO THE ABOVE NOTED WATERSHEDS. AI M1P1A. II DR EE ND T· TI FHI CEASTI TI OENI TOSFEDL IFS ICSHNAORTGIENSC TL UODAE WD AOTNETRHOENCTUHRERCE UN TR R3 0E3N(T0 )3L0I3S(T0 )OLFI SI MT POAFI RI MEPDAWI RAETDEWR SA.T E R S A N D T H E P O L L U T A N T ( $ ) F O R W H I C H I T I S AO F1 2T. HS OE IFLOS LML AOPWOI NFGTSHOE I LP RT YE DP EOSM WI N AI TTHEI NSTOHI LE TSYI TPEE SB: OTUHNEDMAOR SYT: TRI LESCI TE NSTI L UT SLDOAA SMO, 2I L TSOU 6R VP EE YR CF EONRTSSPLEONPCEESR. ECROOUDNETDY (I TN SDBI C2 A) AT NE SD TAHP EA LPORNEAS E. N C E AZ AN ON ETSHVEI L PL ER OSPI LOT SLEODASMI TS E, 6WTOOR1K2. AP ENRYCUENNSTUSI TLAOBPLEES ,SSOEI LVSE WR EI LLLY BEERROEDME OD V( ZE ADCD3 U) . RT I HNEGRCEOANRSET NR OU CCTOI ON NC . ETRHNES SAOBI OL UMTA PT HI SE I SNUCI TL UA DB EI LDI T OY NO SF HT EHEET S3O5 I. L ( NA C A 1 O 3 T . N IO I S D N T E A R N L U T W C IF T E IC I T O A L N T A I P N O L D N A S A N I N N , E O V X E L I N S O T T C O IN A R G T Y I O S M N IT A E OP F L I AS A Y L IN O L C U K L T N U ) O : D T W E H N D E W O P N R ET O SL J H A E E N C E D T T S S 3 , I 5 T L. A E KI SE SN, OATN DL OWCAATTEERD COON UARNSYE WS EOTNL AO NR DASD, JLAACKEENST, OT RO WT HAET EPRR OC OJ EUCRTSSE I ST ET H E CAO1 4N. SI DTERNUTCI FTIICOANTAIOCNTIOVIFTAIENSY: NOOT HPEERRMSITTASTOEROARUFTEHDOERRIAZLATWIOANTSERARQEUARLEITQYUPI REERDM. I T S OR AUTHORIZATIONS THAT ARE R E Q U I R E D F O R FAA15R.MIDFEIENLTDIFTICHAATTIOISNRAONTDADTEEDLININEACTOIORNN AONFDESXOISYTBINEGANCSOAVNENRU, IANLCLLYU. DING NATURAL BUFFERS: THE EXISTING SITE CONSISTS OF AN EXISTING FAO16R. TEHXEISTEIXNIGSTSINITGEATNODPOPGRORAPPOHSYEDATTOAPNOINGTREARPVHAYL. APPROPRIATE TO INDICATE DRAINAGE PATTERNS: SEE REFERENCED CONSTRUCTION PLANS LAO17CALTOECDAOT INOAN ( $R)IDWGHE ELRI NEERTUHNA-OT FSFPLEINTTSEFRLSOWTHSETPORTOHJEECWTESSITTEA: NTDH EEARSET1 SONNOT OH EF FSSI TI TEE. RUNOFF THAT ENTERS T H E PROJECT S I T E . THE S I T E IS ATW1 8O, LLOOCCAATTIIOONN(S$.) SWEHEESRHEEREUTN3-4OFFOF RD ILSOCCHAATRIOGNESS WFRHOEMR ET HREU NPORFOFJELCETAVSEI TSETPHREI OSRI T TEO. L A N D D I S T U R B A N C E : R U N O F F EXITS T H E E X I S T I N G S I T E AT AEX19IS. TLOINCGASTTIORNUCOTFUARLELSEOXNISTTHINEGPSRTORJUECCTTUSRITESE.ON THE PROJECT SITE: SEE SHEET C105 AND CONSTRUCTION PLANS FOR LOCATIONS OF AS T2 0O. REMXWI S AT TI NEGR PMEARNMAAGNEEMNETN RT E: ET XE NI STTI OI NNG OCRI T YD ELTAEKNETPI ORNO FVAI DCEI LS I TS ITEOS R, IMN WC LAUTDE I RN GC OMNATNRMOALDFEOWR EATRLEAANSD OS ,F DTEHSEI GCNI TEYD. F O R T H E P U R P O S E O F KA A2 1R SLTO FCEAATTI OU NRSE SW: HT EH RE RE ES AT OR RE MNWO AKTNEORWMNA LYOBCEADT II RO ENCS TWL YH ED RI SEC SHTAORRGMEWD AI NTTEOR GM RA OY UBNEDDWI RAE TCETRL Y, SDUI CS CH HAASRAGBEADN IDNOT NOEGD RWO EULNLDSW, SAI TN EKRH . OSLUECSH, OARS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES. A22 SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: THE TOTAL PROJECT SITE CONTAINS 8 ACRES. AAC23T.IVTOITTIEASL IESXAPPEPCRTOEXDIMLAANTDELDYIS8TAUCRRBEASN.CE EXPRESSED IN ACRES: THE TOTAL EXPECTED AREA TO BE DISTURBED WITH CONSTRUCTION A24. PROPOSED FINAL TOPOGRAPHY: SEE REFERENCED CONSTRUCTION DRAWINGS FOR FINAL TOPOGRAPHY. AA2N5T.ICLOIPCAATTEIODNDSISATNUDRBAEPDPRAORXEAIMSA.TE BOUNDARIES OF ALL DISTURBED AREAS: SEE SHEET C105 FOR ALL LOCATIONS ANO BOUNDARIES OF C AS 2 T O . O 6 N . R V LM E O Y W C A A A N T T C I E O E R N C S S H , T S A R I N U Z N E C E , T A L U S N R : O E S S D E A E IM N S E O H N ES P E I I O P T E N C S S 1 W 0 O 5 I F L F L A O L D R L IS T S C T H H O E A R L R M O G W C E A A I T N T I T E O O R N , A D S N R IZ A IN E IN , F A A IL G N T D E R A S D Y T IM I S O E T N N E SM BA I O SS N U IN S C H W O A F H S I A C L CH L U W S LV T il O E l R R R T M E S W D , A S U T T C O E E R R P M D O W R S A T A- I T N C E A O R G N S E S E T S W R Y U S E C R T T E , A I M O N S N D . R O U N N S O IT F E F TO LESS THAN OR EQUAL TO PRE-CONSTRUCTION RUNOFF PRIOR TO RELEASE INTO CITY LAKE. AC 21 .07 5. LFOOCRA TT HI OEN LSOOCFA ST IPOENCSI FOI CF PS OP EI NCTI SF I CW PH OE RI NET SS TWOHREMRWE ACTOE RN CAENNDT RN AO TN E- SDT SOTROMRWM AWTAE TRE DR I SA CN HO ANROGNE-SS TWOI LRLM LWE AA TV EE RT DH I ES CP HR AO RJ EGCETS SWI TI LEL: SL EE AE VSEH TE HE ET SITE. AS2T. 8R. UL COTCUARTEI OS ,NAONFOACLOL MPMR OO PN OASREEDA SS I : T ES EI ME PSRHOE VE TE MCE1 N0 5T SF ,OI NR CLLOUCDAI NT G) O NR OOAF DASL, LUPTRI LOI TPI EOSS ,ELDO ITM DP ER LOI NV EE AMTEI NOTNSA. NI NDC ILDUEDNI NT IGF I TC HAET I POANR, KP IRNOGPLOOSTE, D RESTROOMS. BASKETBALL COURT, PLAYGROUND AREA, SPLASHPAD. UTILITIES, STORMWATER INFRASTRUCTURE ANO SIDEWALKS. SAT2O9 . CLKOPCI AL ET IAORNEOAFS A. OLFL FOSNI T. SEI TSET OACN OK POI LFEFS- SAI TNED SBOOIRL RSOT OWCAKRPEI LAESSAARNEONBOOTRKRNOOWWANRAETA ST:HSI SE ET ISMHEE. E T C 1 0 5 F O R L O C A T I O N S O F A L L O N S I T E S O I L AA 3R0E. EC XOPNESCTTREUDC FT OI ORN TSHUI SP PPORROTJ EACCTT, I VS IUTCI EHS AT SH AS TT AAGR I EN GE XAPREECATSE, DM TA OT EBREI APLA SRTTOORFATGHEEAPRRE OA JSE, CATN: DS LT OA CN AD AT IRODN CS OF NO SRTCROUNCCTRI OENT ES UWPAP SOHROTUATCS T, I V I T I E S DUMPSTERS ANO PORTABLE LATRINES AS NECESSARY. AA N3 1D. LPOUCMAPTAI ORNO OU NF DASN:YT HI NE- SRTERAERAEMNAOC PT ILVAI TNINE ES DT HI NA- TS TARREEA PMLAACNTNIEVDI TFI EOSRATSHSEO CP RI AOTJEEDC TW II NT HC LTUHDE I NP GR O, JBEUCTT . N O T L I M I T E D T O , S T R E A M C R O S S I N G S B STORMWATER POLLUTION PREVENTION PLAN· CONSTRUCTION COMPONENT 81. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: FUEL AND LUBRICANTS FROM MS EADCIHMI EN NE TR YF ,RWO AMSSTTE OFRRMO MW ACTOENRC RR UE TN OE FT FR UA CN KD WV EAHSI HC OL EU TT , RSAACNKI TI NAGR, YAWN DA SWTI EN DF RB OO RM NLEA TD RU ISNTE AS ,NCDOFNESRTTRI LUI ZC ETRI OSNFWR OA MS TSEE, ED DOI MN GE SOT PI CE RGAATRI OB ANGS E. , E S8 Q T 2 O . U S R IP T M A M B W E L N A E T T C S E O R T N A QS G U T I A N R L G U IT 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 4 N H D E F O S C R P O E T M C H M I E F E I S C N U A C G T E I M G O E E N S N S T T : E O D F A L C O T O C E N A M S T P T I O O R R N U A . C RTYI OCNOANCS TT IRVUI TCI ETSI OI NN AI NCGCROERSDSA/ ENGCREEWS SI T PHATOH AE NI NOD I A N A TB E3 .MSPPOERCAI FRIYC ASTTI OA BNISL I ZF AOTRIOTNE MSPPOE RCAI FRI CYAATNI ODNPSE: R M A N E N T S T A B I L I Z A T I O N : ST TH AE BCI LOI ZNAT TRI AO CN TMOURSSTHBAEL LC OI NMI TPI AL TE TE ESDE WE DI TAHNI ND FMOUUL RC THEAE LNL DDAI SYTSUARFBTEEDR AI NRI ET AI AST BI OYNT. HS TE REANWD / HOAF YT MH EU LSCEHV ESNHTAHL LD BAEY AT PH PE LAI ERDE AA TI SALRE AF TT EI DOL FE .2 TAOC NC SO RPDE ARNACCERWE IATNHDT SAHB AL EL L1 B, LEOACNACTHEOD RI NE DC HWAI TPHT EARM7U, LPCAHG EA N3 2C HOOF RTIHNEG I NT OD OI ALNOARS TF OA RRMM WD I SAKT.E RS EQEUDAI LNI TGYRME QA NUUI 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** \/\/heat or Rye 150 lbs. 1 to 1-1/2 inch 9/15 to 10/30 Spring Oats 100 lbs 1 inch 3/1 to 4/15 Annual Ryegrass 40 lbs. 1/4 inch 311 to 5/1 B/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 to 7130 Buckwheat 60 lbs 1 to 2 inch 4/15 to6/1 Corn (broadcast) 300 lbs. 1 to 2 inch 5/11 to B/10 Sorghum 35 lbs. 1 to 2 inch 5/1 to 7/15 • Perenn1aJ spec1es may be used as a temporary cover, especiaUy 1f the areas to be seeded w,II rema,n idle fer more than 1 year. ·• Seeding done 01.Jtslde tne ophmum seeding elates increases the chal'ICes of seeding failure. Dales may be extandsd or shorte-r.ed based on the location of lhe project site with the state. TI NHCEHSE ESEI NDTBOE DT HSEHSAOL LI LBAENPDRME PU AL CRHE DI N GB YMAAPTPELRYI AI NLGA 4P0P0L- 6I E0D0 AL BTSH PE ERRAATCE ROEF O2 FT O1 2N- S1 2P- 1E2RFAECRRT EI L.I Z E R A N D 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: TD HI SET CU OR NB TI NRGA OC TP OE RRASTHI OA NL LS FAERRETCI LOI ZMEP, SL EE TEED. ASNEDE DMI UN LGCRH EAQLUL I RD EI SMTEUNRTBSE DS HAARLELABSEWI NH AE NC CF OI NRADLAGNRCAEDWI NI TGHA TNADBLLAE N1DL O C A T E D ITNHCEHSAEPETDE RB E7D, PSAHGAELSL B3 8E- 3P9ROE FP ATRHEED I NB YD I AA PN PALSYTI NOGR M4 0W0 - A6 0T0E LRBQS UPAELRI TAY CMRAENOU FA L1 ,2 S- 1H2 O- 1W2 NF EARTTTI LHI ZE EBROAT NT OO MW ROI RGKHI TN ,GTA2 -B4L E 2 . IONPCTHI ME SU MIN DTAOTTEHS EF OS OR I LP EARNMD AANPEPNL TY SS TE RE DA WI N /GH AAYR EM MU LACRHC HAT1 -TMHAE YRA1 0TAE NODF A20U GT OU SNTS 1P0E-RS AE PC TREEM. B E R 3 0 . TDEOMRPMOARNATR&Y FSREOESDTI NSGE ESDHION UGLSDHBOEUCL DO NBSEI DUETRI LEI ZDEBDEWT WH EENE NT EMMAPYE1R0AATNUDR EASU GAURSETT O1 0O. LOW F O R G E R M I NA T I O N T O O C C U R , OFICNTAOL BSETRAB1I-LIMZAATYIO9.N IS ACHIEVED WHEN CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND PERENNIAL VEGETATIVE COVER WITH A DENSITY OF SEVENTY PERCENT HAS BEEN ESTABLISHED. BO4N. SS LE OD PI MEESNOTFCCOONNT CR EORL NMAE FATSEURR TE SH EF AO RR ECAOHNACSE NB ET RE NA TGERDAFDLEODWT AORTEHAES D: EESRI GO NS I OE LNECVOA NT TI ORNOSL. BB EL CA NAKUESTESTSHHEASLTL OBREMI NWSATTAELRL EODN I MT HMEE SD II TA ET EI SL Y DB AI RSEI NC TSEHDA LMLABI NEL UY SI NE TD OA SD RSAE IDN ISM NE EN AT RB AT HS EI N PS RDOUPROI NSGE DC SOTNRSETERTUSC, TI NI OL NE .TAP FRAOI RT ECCL OT ITOHN SWK II LMLMBEERI MO PR LEEQMUEANLT (ELDO. CTAHTEI OL NASR GA ES WS HEOTWD NE TOENN TPI LOANN S ) WACILCLOBREDUASNECDETWOITWHITDHEDTARAILWS OWNASTHEREEFTRO35M. THE SURFACE OF THE WATER COLUMN. EMERGENCY OVERFLOWSHALL BE CONSTRUCTED IN W8 5I .L SL EBDEI MU ET NI L TI Z CE OD NATRROOULNMD ETAHSEU DR IESST UF OR BRESDHAE RE TE AF LPOE WR I MA ERTE EARS : T DO USRL IONWG EA AN RD TFHI LWTOE RR KT AH NE DS TU ON RD ME RWGART OE RU NRDU NU TOI FL IFT GY EI NNSETRAALTLEADT FI ORNO, MS I LTTH IFSE N C E 3P4ROFOJERCLTO. CSATTEIOEPNESR. AREAS OF SHEET FLOW WHERE GRADING IS TAKING PLACE WILL NEED EROSION CONTROL BLANKETS. REFER TOSHEET CB 6O. NRTURNOOLF BF LCAON NK TE RT SO. L TMHEEASSEU SRHEAS L: L TBHE I SI NPSRT OA JL EL CE DT II NN CALCUCDOERSDSAENCCUERWE 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 D8 7O, WS TN OS TRRMEWA MA TOEURTOL EUTT LOEFT A/ LI NL LFELTA RP RE DO TEENCDT SI OENC TL OI OCNASTTI OONRAENDDU CS PE ETCHI FE I VC AE LTOI OCNI TSY: OE NF ETRHGE YS DT OI SRS MI P AWTAETRESR SRHUANL OL FBFE. I NT HS TE AELNLEERD GAYT T H E DTOISSSIHPEAETTER34SFSOHRALLLOBCEATINIOSNTAS.LLED FOR ALL CULVERTS. ALL AREA DRAINS SHALL BE PROTECTED WITH INLET PROTECTION DEVICES. REFER LBAB R. GGREAADREESATSAABRI LEI ZNAOTTI OBNESI NTGR URCE TGURRAED LEODC, BAUT TI OENRSOASNI OD NS CP OE CN ITFRI COALTBI OLNASN:K ET THSI SCSOHUOLUDLBDENION ST TBAELNL EE DC EI FS AS AR RE YA SFOOFRCTOHNI SCPERRON JAERCITS EB .E C A U S E BC 9O. NDSETWRAUTCETRI OI NNG, AA PDPE LWI CAATTEI RO I NNSG AFNi lDT EMRA NB AA GG ESMHEANL TL MB EE TUHSOE DD ST: OI FF IDL ET WE RA TT EH RE I NWGA TOECRCPURR ISO FRRTOOME AXNI TYI NWG ATTHEER SBI OT ED. YOAE TWAANTYE RT II NMGE SD HU OR 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: NOTAPPLICABLE FOR THIS PROJECT. M81A1IN. MTEANINATNECNEASNHCAELGLUOIDCECLUIRNEASSFFOORLLEOAWCHS:PROPOSED STORM WATER QUALITY MEASURE: 1) AMLALNSUTFOARCMTUWRAETRE'SR RQEUCAOLIMTYMEMNEDAASTUIROENSS.SHALL BE INSPECTEDAND MAINTAINED IN ACCORDANCE WITH ITS RESPECTIVE 2) A SELF-MONITORING PROGRAM THAT INCLUDES THE FOLLOWING MUST 8E IMPLEMENTED BY THE PRIME CONTRACTOR: a. AB UTSRI NA EI NSESD DI NADY I VF OI DLULAOLWSI NH GA LELAPCEHR ½F OI NR CMHASWT OR RI TMT EENV EE VN TA LAUNAOT AI OTNAOMF I TN HI MEUPMR OO FJ EOCNT ES TI TI ME EBYP ETRH WE EENE KO . O F T H E N E X T b. W T T H H IT E E H Y E A A V L A R L L E U A F A P U T P N I L O C IC N T A I M OB U N LE S IN T S G T A P A D R T D O U R T P E E E S S R S L A T Y N H : O A E R N M O E A G I I D N U E T L N E A N T T A I I F O N Y N C A S E D . OD FI T EI OXNI SATL I NMGE AS ST OU RR EMSWNAETCEERSQS UA AR LYI TTYO MEENASSUURREECS OTMO PELNI ASNUCREE c. DWARTI TE TOEFNTEHVEAELVUAALTUI OA TN I OR EN P; OP RROT SB LMEUMSSTI DI NECNLTUI FDIEE DT HA ET TN HA EM EP ROOF JTEHCET ISNI DT IEV; I AD NU AD LDPEETRA FI LOS ROMFI NCGO TRHREE CE TVI AV LEU A T I O N ; T H E ACTIONS RECOMMENDED AND COMPLETED. 3) REFER TO MAINTENANCE NOTES INCLUDED ON THIS SHEET. LBA12N.DPDLAISNTNUERDBACNOCNES: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 STRIPS ALONG THE PERIMETER OF THE CONSTRUCTION CHARACTERISTICS) LSIWM IPTPSP. ARPE RV EI ECWOENRS, TPRL AU NC TDI OE SNI GMNE EE TR I NA GN DWPI LRLOBJ EE CRTE OQWU I RN EE RD TT OO DB EI S HC EULSDS 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 SITE PERIMETER TO PREVENT SEDIMENT FROM FENCE, DROP INLET PROTECTION, EQUIPMENT EXITING THE SITE. SEE SHEET 34 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 ANO OUTLET PROTECTION IMMEDIATELY AFTER (STABILIZE SWALES, STORM DRAINS, INLET AND CONSTRUCTION OF STORM SEWER STRUCTURES. OUTLET PROTECTION. CHANNELS) LAND CLEARING AND GRADING * BEGIN MAJOR CLEARING ANO 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 ANO SEDIMENT CONTROL PRACTICES AS (BUILDING, UTILITIES, PAVING} WORK TAKES PLACE, (LTAONPDS OS ICL , ATPRIENEGS , ASNH RDUFBISN, AP EL RSMTAANBEI NL TI ZSAETEI DOI NN G•, ST TE MA BPIOL IRZAE RAYL LC OO NP TE NR OALR ME AESA SI NUCRLEUSDAI NNGD BSOTRARB OI L WI Z EA. N D 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. P8 R1 3O. JPERCOTV: I TS HI OEN CS OFNOTRR EA RC OT OS RI O NF O&RSEEADCI MH ELNOTT CWOI NL LT RB OE LR OE QN UI NI RDEI VD I DT UOAPLRROEVSI DI DEE EN RT IOA SL I OB UN I LCDOI NNGT RLOOLT MS ERAESGUURLEAST EI ND AUCNCDOERRDTAHNECPERWOI PT OH S E D DFOETRAINILDSIVOINDUSAHLEELOTT3S6 A(TFYTPEICRARLOIANDDSIVAIDRUEACLOLMOPTLFEOTREDH)O. USE CONSTRUCTION AND TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD B14. MATERIAL HANDLING ANO SPILL PREVENTION: ST PH IEL LCSOON TCRCAU CRTAONRDSTHHARLELANTOETNI FWYATTHEER I QN UO AI ALNI TAYDDEUPEA RT TOMSETNOTROMFWEANTVEI RRORNUMNEONFTFA. L M A N A G E M E N T ( 1 . 8 0 0 . 2 3 3 . 7 7 4 5 ) W H E N • ALL MATERIAL SHALL BE USED, INSTALLED AND DISPOSED OF IN ACCORDANCE WITH ITS MANUFACTURER'S INSTRUCTIONS ANO AS REQUIRED BY GOVERNING AGENCIES. • TT HH EE CCOO NN TT RR AA CC TT OORR SSHH AA LL LL MK EOENPI TMOARNEUQF AU CI PTMUERNETRA' SNLDATBHEEL ISRAPNADRMK AI NTGEARRI AELASSAFFOERT YL EDAAKTSA. S H E ET S ( M S D S ) O N S I T E . 815. MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY: AS HL LA LMLABTEE RKIEAPL TS I UNSTEHDEOI RN O- SRI TI GEI NSAH LA LPLA CB EK ASGT IONRGEWD I TI NHATNH OE RMDAENRULFYA MC TA UN RN EE RR ' SA NL OA B! NE LASP UP NRTOI LV ERDE ACDOYN TF OA IRN EI NRSST. AML LAATTEI ROI NA. L S EAQLLUIPPIPMEESNTANLDABFOITRTEINRGSS. WILL SE 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 ET EMDE TAOS UGRAERSB MA GU SE T, DBEEB IRMI PS ,L CE ML EEANNTI EN DG TWOAMS AT EN SA, GWE AWS AT ESWT EAST EORR, UC NO UN SCERDE TB EU I OL DR I NC GE MMEANTTEI TR II OA LUSS I WN CA LSUHDOI UN TG , WW AATSET RE . AMNODRUTNAURS/ MEADSBOUNI LRDYI NPGR OMDAUTCETRSI A, LSSO MI L USSTTABBEI L I MZ EARN SA.GLEI MD EASNTDADBI ISL IPZOASTEI ODNOMF AI NT EARCI ACLOSRADNAON COET HWEI TRHSAU LBLS AT PA PN LCI CE SA .B L E SWTAASTTUETSE, SA AN NO DS PR IEL GL UPLRAETVI OE NN TS I.OPNR AONPDE RC LSETAONR-AUGP EMAENADS UH RAENSD LMI NU GS TOBF EMI AM TP EL RE M! AEL NS T, SE UDCTHOAMS I NF IUMEI ZL SE OT HR EHPAOZ TAERNDTOI AU LS F O R PCOOLNLCURTEATNET OS RT OC CE MO EN NT TAI MT II ON AU TS EWTAHSEHSOUURTFAARCEEAOS RMGURSOT UBNEDCWL AE AT ERRL YOPRODSETGERDASDOE ASLOL I LC QO NU TARL IAT CY T. OT HR ES LAONCOA T I O N O F SUB-CONTRACTORS ARE AWARE OF THE LOCATION WASH WATER MUST BE DIRECTED INTO LEAK-PROOF CONTAINERS FORROLME ATKH-EP RMOE OA FS UCROEN TA AN IDN MS IEZNETDATROEPARSEWV HE NI CTHTAHREEDLI SOCCHAATRE DG EA AN NDOD/ OE SR I GONVEEDR FTLOO WD I VOEFRTT HSET WO RAMS WH AWTAETRE RR .U N O F F AWAY C. STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION COMPONENT C1. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: FORILO, MGRVEEAHSICEU, LAANRTISFROEUERZCEE, SB.RAKE FLUID, BRAKE OUST, RUBBER FRAGMENTS, GASOLINE, DIESEL FUEL, OTHER HYDROCARBONS AND METALS GT RRAI TS(HS, EBDAI MC TEENRTI)AFARNODMBWI OELAORGI NI CGA OL FA TGHE EN TRSO AI NDTSRUARSFHA, FC RE OAMN DL J FI AT LTLRI NI NGG OOFRF I VM EPHRI OC PUEL RA RDSI SOPUORSCAELSO. R S T O R A G E . PESTICIDES, HERBICIDES AND FERTILIZERS FROM LAWN I LANDSCAPING MAINTENANCE APPLICATIONS. ELEVATED RECEIVING WATER TEMPERATURE FROM STORM WATER RUNOFF CONTACT WITH IMPERVIOUS SURFACES. C2 DESCRIPTION OF PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES: TT HH EE OO WW NN EE RR SS HH AA LL LL UMSOEN AI TPOPRR TO HVEE DPAAVBESMOERNPTT I FOONR MPAOTLELRU ITAAL NS TTSO DCELPEOASNI TUEPDSFURCOHMHVY EDHRI OC UC AL ARRB OS NO UP ROCL LEUST. A N T S . TT HHEE OOWWNNEE RR SS HH AA LL LL PPEI CRKI OUDP I CDAELBLRYI SMAONNDI TDOI RS PTOHSEESOI TFE I NF OARN TARPAPSRHO, VDEEDB RMIAS NANNEORG R I T D E P O S I T E D O N S I T E . • T TTH H l-1E E E O O O WW W N N N E E E R R R S S S H H H A A A L L L L L L M M M A A IN! IN N IM T T I A A ZE I JN N L T T A H H W E E N W S I T E L O T A R N D M D E S T S C E E A N W T P E I I N O R G N N E BC T A H W S E I O M N R I A C K A N DL (S A T K P O E P E R L P M IC W T A H A T E T IO E O N R U S T IN. L LEETTSSTARNUDC TPUI PREE) SI NI NGGO OO DO DWWOOR RK KJ NI GN GO OR DR DE RE R BTEHFEOSRTEOIRTMDSISECWHEARRGPEIPSETNOETTHWEORRKECAENIVOINWGETWDAETTEERNTION BASIN WILL HELP LOWER THE TEMPERATURE OF THE STORM WATER RUNOFF CJ. PLAN DETAILS FOR EACH STORMWATER MEASURE: RMEE FAESRU RT EOSSAHRE EE TD 3E 4P IFCOTRE DT HF ER OL OMCTAI ,TEI OI NN DS I AONFAT HS ET ORREMS PWEACTTEI VREQCUOANLTI TRYOML AMNEUAASLUORNE SS, H DE EI MTE3N6S. IOOTNHSE, RS PPERCAI FCI TC IAC TE SI O NWSH AI CNHDMDAEYT BAEI L S O F T H E IMPLEMENTED SHALL BE UTILIZED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. C4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: ST IHTEE TMEOMNPI TOOR AR RI NYG SFEODRI MTERNATS THR, AD PE BWR I I LSL ABNEDCDOENPVOESRI TT EE DD TP OO LAL UWTEATNDT ES TSEHNATLI OL NB EB AA SDI NA I AL YF TREORUATLI NL ED. I S T U R B E D A R E A S H A V E BEEN PERMANENTLY STABILIZED ANO STORM DRAINS HAVE BEEN FLUSHED. • TOHNECEROCAODN.STRUCTION IS COMPLETE, PERMANENT SEEDING WILL BE APPLIED TO THE ENTIRE DISTURBED AREA EXCLUDING • AD IBSSPOORSPATL I OONF AMLALT TE RR AI ASLHS, UDSE EBDR I TSOA CN LDEPAON LUL UP THAYNDTRSOSCHAARLBL OBNE PI NU DA DML AE NS NSEHRA AL LP PB RE OAVPEPDR OB YV ETDH EB YI R TRHEES EP PE AC .T I V E A G E N C I E S . CS. 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 • LTEHAEKOSWONBESRTRSUHCATLLIOMNASINATTARINEGAULLLASRTOINRTMERSVTARLUSC. TURES, PIPES. AND THE WET DETENTION BASIN. VISUALLY INSPECT FOR CSH6.AELNLTRITEYMARIENSRPEOSNPSOIBNLSEIBFLOERFOOPRETRHAETIMOANINATNEONMANACITEENANCE OF POST-CONSTRUCTION STORMWATER MEASURES: DEVELOPER OF THE BMP'S FOR THE DURATION OF THE PROJECT OR UNTIL A NEW PERMIT ITSHFEI LDEEDV WE LI TOHP EI DRE WM i Tl lO BCEH RA EN SGPEOTNHSEI BOLWE NF OE RR SOHPI PE ROAR TAI ONNOATNI CDE MOAFI NTTEERNMAI NN CA ET I OO NF PI SO FSI TL ECDO. NUSPTORNUCC OT IMOPNL SE TT OI ORNMOWFATTHE ER PMREOAJSEUCRTE, S . Table 2. Permanent Seeding Reconunendations Onen Low M�i.ntenance Areas fremainino irlle more than six months) . - Seed mixtuies I .-Pwerheiitme icalo\ vryeer•grass 2. - P t e a r l e l n fe n s i r a n l 1 e y * e * grass 3 . •Twa lhl ift ee sccluoev.e.r • PRu mr ee Lpi evre AScereed 720 l lbbss. . 7 5 0 0 l l b b s s . . 720 ! lbbss. . Steen Banks and Cuts Low Maintenance AreilS (no! mowed) - Seed rnix!mes 1 -Srmedoocltohvberro*me grass 2 . "Twa lhl i ft ee sccluoev*e*r ' 3. - T r a e l d l f c e lo sc v u e e r * * * 4 _ -Or recdhcalrodvge rra*ss 5 . -Cwrohwitenvcleotcvhe*r* - tall fescue.. Lawns and H!,.,h.Maintenance Areas - Seed mixtures 2 I. . B P (t e uln r r e e f n o n r - u fi i n l a s e s l )ryegrnss 3. · T b a l l u l e f i e n s a c s u s e (turf type)*"' Cliannels and Areas of Co11centrated Flow Seed ullxn1res I - P w er h e i n te n * ial ryegrnss 2 . ·Ks emnot uoc! hk yb rbo! ume eggi ar nssss -- stiwmiotcthhygrnss -- pwehr iel me cn laol v1 ye re'g*r a s s 3 . -Twalhl ift ee sccluoev•e r * * 4 . -Tpael rl efne suci auler*y*egrass - Keutuckv bluegrass PRu ar tee Lpi evreAScereed 2 35 0 l l b b s s . . 520 l bl bss. . 2 530 0 0 l l l b bb s s s . . . 220 l lbbss. . 3 12 0 l l b bs s . . PRwa· et e Lpievre AScereed 16400 l bl bss. . 1 93 7 0 0 0 l l b b lb s s s . . . PRu ar et e Lpi evre AS cereed 1 520lblbs.s. 2 1 0 0 l l b b s s. . 34 llbbss. 120 l lbbss. . 1 2 5 0 l b l b s . s . !2500 l lbbss. . 20 lbs. Optimum Sot! pH 5.6 to 7.0 5.6 to 7.0 5.5 ro7.5 Optimum Soil pH 5.5 to 7.0 5.5 to 7.5 5.5 to 7.5 5.6 to 7.0 5.6 to 7.0 Optimum Soil pH 5.5 to 7.0 5.6 to 7.0 5.6 to 7.5 Optimum Soil pH 5.5 10 7.0 5.5 to 7.5 5.5 to 7.5 5.5 to 7.5 - • l'Of be,;, rosults: (a) legume sc,,d snould be mocu!Rted: (b} see<lmg m1.�1U r es cou1a111u1g l�gw11es should prufernbly be svnns·.seede<I. auhhoTuagll bfe1hsceu!e' -p" 'SroS ,m· ,dayes�littflaelle-ose,·.e. .Jr�fdora.nadn<1lhren ;li�ygbuemteoxfircostlo·s, eoeodmeed;s(1,e- ,)Ci\ef<leogfnwmiel ds lai f.-e. , fall -seeded. 0 0 " " in early fall. STORM WATER POLLUTION PREVENTION PLAN REVISIONS 4/25/25 '; - 1 . - : ; ! j i: � -5 ; 1 f B l � <i!:. c, •' BID SET C 2025 Midwest�m Engineer.;. Inc. 802 West Brondwny Street P.O. Box 295 Loogoo1«. !n,hana 47553 DATE APRIL 2025 DESIGN CWR,::'EKP,::'BDH DRAWN DR K,::'AA l1\\l<W Q.C. CHECK PROJECT NUMBER 2024072-02 39 39 OF 45 I FllE NUMBER I 4471 5 Do Not Use Plan Previews for Take Off
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