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Midwestern Engineers, Inc. Plan Preview

� i §, �z I I " � z -, PROJECT AREA NOTTO SCALE ATER SYSTEM IMPROVEMENTS DIVISION I - ' CRAW33 FORD , , 1---- ' 6 (' Oaktown o '- :, State Forest Pleasantville " Russellville O ) &r. � , Cent " " '" \!D''7"- 33 _,) . 6 LAWRENCE --, we � , , S�ir ) R le) ,' ,..J Lyons Bushrod e E psom 76 INDUSTRIAL PARK WATER MAIN EXI ENSION FOR THE KNOXCOUN ' INDIANA 79 Plummer ' Raglesville \ 3 1 I B, ' " I ' I AUGUST 2025 MAYOR JOE YOCHUM CLERK-TREASURER CATHERINE M.M. LANE UTILITIES SERVICE BOARD RYAN CLARK, PRESIDENT TOM NOWASKIE, VICE-PRESIDENT GARY HACKNEY, SECRETARY/TREASURER LINDA FREDRICK, MEMBER ELI McCORMICK, MEMBER iana Territory NOX ) Graham Stare Hist Site DAVIESS ' 7 I "'" O kSit Sa ttea tMe eBma n k ,' ,, St ) FrancisOville', /',) -_-; T h oSma ianst , \ ,0 7 41 incennes ) � Fritchton '-:, � Q; 441 Verne 61 Purcell )�< Ridgeville " Washl 1 . 5 ty u Iona J' ----� (�, -� , , I ' , ( '--.,, , , ' 0 '\- , Decker Buena Vista 'j ....__ Pet I, 4\ 'v-_/ Bowma I Union ' ' ' Otwell Mount 0jympus --, Cato �t-��----1 _ 156 5 1 12 ' Patoka 0 . Carmel U L les Sta. // Wheel_ing .,.C'--�J � 0atsville PalobRi.,,.,. Y Natio11,1/ Wlkillft ,1 f Refuge& 'L''l,\•U� - Managemtnt A1N ' Campbelltown Whitfield [ Hind� .!.:'" [ 23f Corning Alfordsville OHc--1 56 ' GENERAL MANAGER L. KIRK BOUCHIE DRINKING WATER OPERATIONS MANAGER ANDREW HUTCHISON ATTORNEY T. GRAHAM DYCUS HARTBELL ATTORNEYS VINCENNES, INDIANA PROJECT LOCATION NOTTO SCALE � �1 : Q '�ffi �'±l�eil--;:::=======================;-;::::=============================:::;-;::=======================:::;-;::==;;:;;;;:===::::;-;========;-;====�========:;-;=======;1 e; -.......:;, > �,,,,111111,,,,,, COPYRIGHT© 2025 Midwestern Engineers, Inc. BID SET :t C':01§' � Quality Engineering Services Since 1959 �,,,",,,_�"{ W , Ro'''� (.i --�� M'd � "'�=~�0 'le � ��§ 1 western Engineers, Inc. � tJ_ P-:,.--- oa10,1202s 1 � .... �,.,e��,, "' \ - � 0� � � PLANs cERT1F1ED BY: g No, i •� CLINT W. ROOS, P.E. DATE : * PEI 1300241 *: a. 6809 Corporate Drive, 802 West Broadway St., P.O. Box 295 REGISTERED ENGINEER No. PE11300241 STATE OF INDIANA a� 0: 5 PROJECT NUMBER 2023054-00 o Ph: 317�334-0262 Ph: 812-29S-2800 QUAUTY CONTROL � ___;;., -. "'· �! i:: � � Website: midwesterneng.com Fax: 812-295-2801 Email: mcinc@midwestemeng.com REVIEWER: L._ �- OS/0 1/ 2025 ,�_,,'NDIA1''- -.c§ # FILE NUMBER 1 -�OF 13 � 8z Indianapolis, IN 46278 Loogootee, IN 47S53 4j &itJ, 'i_ � STATE OF 1 � � � y Consultants Civil Mechanical E1ectrical 1S0N K. PETERS E.1. DATE � , , , ,, IONA\.��,,� lil.;::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::..:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::�=::::='=�=�="="="=�=�::::::::;;:.=::::::::::::::::::::::::::::;;:.:::::::::::::::::::::::::::::::=•=s='=1=a::::::::::::::::::::::::::::::::�::::::::::::::::::::::::::::::::;;J Do Not Use Plan Previews for Take Off

KNOX COUNTY HIGHWAY ENGINEER/SUPERINTENDENT 1472 N STATE ROAD 67 VINCENNES, IN 47591 P 812-882-2884 COMMISSIONERS KELLIE STREETER, PRESIDENT T.J. BRINK, VICE-PRESIDENT TRENT HINKLE COUNTY COMMISSIONER OFFICE 111 NORTH 7TH ST VINCENNES, IN 47591 PH: 812-660-1407 IN IANA DEPARTMENT OF TRANSPORTATION VINCENNES DISTRICT 3650 SOUTH U.S. 41 VINCENNES, IN 47591 PH 1-800-279-5758 FAX: 1-812-895-7479 DISTRICT PERMIT MANAGER SARA POLMANTER DISTRICT PERMIT INSPECTOR MARIA WALKER PH 1-812-381-4566 PH: 1-812-486-6347 EMAIL: spolmanter@indot.in.gov EMAIL: marwalker@indot.in.gov EMAIL: swincommunications@indot.in gov UTILITIES ELECTRIC: DUKE ENERGY 100 S. MILL CREEK RD. NOBLESVILLE, IN 46062 PH: 317-776-5320 ATTN. DON MCDUFFY EMAiL: dei.dline-coord@duke-energy.com : 1 :1 � N �:�� - �1 M.C VINCENNES, IN 47591 PH· 812-882-5140 ATTN· BRUCE GILL EMAIL: bruceg@winenergyremc.com 1a a,...- EXISTING 2 MG BUNKER HILUARMO TANK No. 4 WATER VINCENNES WATER UTILITY. 403 BUSSERON ST VINCENNES, IN 47591 PH 812-882-6620 ATTN: ANDREW HUTCHISON EMAIL: ahutchison@vinutilities.com SEWER VINCENNES SEWER UTILITY. 403 BUSSERON ST. VINCENNES, IN 47591 PH: 812-316-0273 TREATMENT PLANT ATTN: JOSH MOORE EMAIL: jmoore@vinutilities.com COLLECTION SYSTEM ATTN STAN ECK EMAIL: staneck@vinutilities.com R"- 1t10 , 111-\/0 ,, , I I , '\ • , , , , ;' ii , GAS CENTERPOINT ENERGY (SOUTH) 1800 W 26TH ST. MUNCIE, IN 47302 PH: 765-287-2119 PH 1-800-227-1376 ATTN: JON EASTHAM TELEPHONE: AT&T DISTRIBUTION EMAIL: g09871@att.com WINDSTREAM COMMUNICATIONS 1450 N. CENTER POINT RD. HIAWATHA, IA 52233 PH: 1-800-289-1901 EMAIL: locate.desk@windstream.com ° c ' i I FIBER OPTIC: METRO FIBERNET, LLC ENGINEERING 3701 COMMUNICATIONS WAY EVANSVILLE, IN 47715 PH: 812-213-1050 EMAIL: 811design@metronet.com CABLE TV SERVICES: CABLEONE, INC. OBA SPARKLIGHT (FORMERLY NEW WAVE COMM) PH 877-570-0500 !ZONE 2! EXISTING 2 MG ELEVATED WATER STORAGE TANK No. 5 OF. ELEV. 660.00' PROJECT LOCATION DIVISION I - INDUSTRIAL PARK WATER MAIN EXTENSION SEE SHEETS 3 THRU 7 FOR DETAILS PROJECT LOCATION ESSEX ROAD WATER MAIN EXTENSION SEE DIVISION II FOR DETAILS PROJECT LOCATION MAP SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 U.S. 50 LEGEND: SHEET SCHEDULE DESCRIPTION COVER SHEET OVERALL PROJECT LOCATION MAP, GENERAL NOTES AND SHEET SCHEDULE OVERALL WATER MAP WATER PLAN SHEET WATER PLAN SHEET WATER PLAN SHEET WATER PLAN SHEET BORE PROFILES POINTS OF CONNECTION, CONTROL VALVE ANO METER DETAILS STORMWATER PREVENTION PLAN NARRATIVE TYPICAL WATER DETAILS TYPICAL WATER DETAILS TYPICAL EROSION CONTROL DETAILS QLO US 50 -1- 2"D.I -- EX. WATER MAINS ------ PROPOSED WATER MAINS - DIVISION I PROPOSED WATER MAINS - DIVISION II GENERAL NOTES 1 TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES. EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICA DATUM (NAD83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88) 3 THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN 4. THE LOCATION OF EXISTING UTILITIES, ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. 5. EXACT LOCATION OF MANHOLES, LATERALS, CLEANOUTS, AIR RELIEF VALVES, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. COORDINATION MUST BE MADE WITH THE WASTEWATER COLLECTION SYSTEM MANAGER AT 1-812-881-6590 (CELL), A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. 7. EXACT LOCATION OF PROPOSED GATE VALVES, HYDRANTS, FITTINGS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING NEW STRUCTURES. 8 DOWN TIME COORDINATION MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR ORY TAPPING WATER MAINS COORDINATE WITH ANDREW HUTCHISON, DRINKING WATER OPERATIONS MANAGER, AT 1-812-882-6620, A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO WET/DRY TAPPING OF MAINS. 9 PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT THE PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. 10. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION, THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DEPARTMENT OF NATURAL RESOURCES, DIVISION OF HISTORIC PRESERVATION AND ARCHEOLOGY AT 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. 11 THE CONTRACTOR SHALL AVOID IN CHANNEL WORK (AT STREAM CROSSINGS) DURING THE FISH SPAWNING SEASON (APRIL 1 THROUGH JUNE 30) WITHOUT PRIOR WRITTEN APPROVAL OF THE INDIANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF FISH & WILDLIFE. 12. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS 13. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S FISH & WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING PROPER MITIGATION MEASURES 14. ALL SINKHOLES THAT OCCUR IN CONSTRUCTION AREAS SHALL BE LEFT UNDISTURBED ALONG WITH A 25 FOOT BUFFER AROUND THE HIGHEST CLOSED CONTOURS OF THE SINKHOLE. EXISTING VOLUME OF SURFACE DRAINAGE TO SINKHOLES SHALL BE MAINTAINED AND DRAINAGE FROM CONSTRUCTION SITES WILL BE FILTERED OR TREATED PRIOR TO ENTERING A SINKHOLE 15. BITUMINOUS RESURFACING WILL BE PAID BY THE LINEAR FOOT UNIT PRICE SUBMITTED WHEN CENTERLINE OF PIPE IS INSTALLED WITHIN lWO (2) FEET OF THE EDGE OF A PAVED COUNTY ROAD OR TOWN STREET AND RESURFACING IS COMPLETED. BITUMINOUS RESURFACING WILL NOT BE A PAY ITEM BY LINEAR FEET WHENEVER CENTERLINE OF THE PIPE IS INSTALLED MORE THE lWO (2) FEET FROM THE EDGE OF A PAVED COUNTY ROAD OR TOWN STREET HOWEVER, CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY ASPHALT DAMAGED IN THOSE AREAS. 16. STONE RESURFACING WILL BE PAID AT THE UNIT PRICE PER TON SUBMITTED WHEN THE WATER MAIN IS INSTALLED UNDER A STONE DRIVE OR ROAD STONE RESURFACING WILL NOT BE A PAY ITEM WHEN THE WATER MAIN IS NOT INSTALLED UNDER A STONE DRIVE OR ROAD. HOWEVER, THE CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY STONE TO BRING THE DRIVE OR ROAD BACK TO ORIGINAL CONDITION. LEGEND EXISTING SANITARY SEWER FORCE MAIN WARNING/ LOCATE POST EXISTING AIR RELIEF VALVE LIFT STATION AND VALVE PIT CLEAN OUT e EXISTING SANITARY VALVE 8 SANITARY MANHOLE @ SANITARY GRINDER PUMP --M,-- SANITARY SEWER MAIN -- FIM-- SANITARY FORCE MAIN • • EXISTING 3-WAY FIRE HYDRANT AND VALVE EXISTING 2-WAY FIRE HYDRANT AND VALVE EXISTING FLUSH HYDRANT AND VALVE YARD HYDRANT EXISTING BLOW OFF AND VALVE PRESSURE REDUCING VALVE EXISTING LEAK DETECTION DEVICE WATER METER SPRINKLER HEAD EXISTING GATE VALVE @ EXISTING BUTTERFLY VALVE EXISTING CHECK VALVE EXISTING CURB STOP EXISTING WATER MAIN AND SIZE PROPOSED WATER .../9.._ -- _t_ -- ----� -- ----� -- - - ----9-- - - ---------- - - ---0------ - - - - ---0-- - - PROPOSED WATER MAIN AND SIZE PROPOSED 3-WAY FIRE HYDRANT AND VALVE PROPOSED FLUSH HYDRANT AND VALVE PROPOSED BLOW-OFF AND VALVE PROPOSED WATER METER PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED CHECK VALVE TELECOMMUNICATIONS TELEPHONE PEDESTAL FIBER OPTIC WARNING / LOCATE POST TELEVISION PEDESTAL BURIED TELEPHONE __ _ , __ _ GAS GAS WARNING / LOCATE POST EXISTING GAS VALVE GAS METER GAS MAIN AND SERVICE LINE SURVEY ♦ SURVEY POINT / BENCH MARK &. SURVEY MONUMENT './ HIGH WATER MARK STORM SEWER ®l lllll STORM STRUCTURES :JT..�< CULVERT TYPE AND SIZE El STORM MANHOLE MISCELLANEOUS • ' e " 0 @ • a _, _ _ ,_ -•--•- -•--•- -•-•- � GD ELECTRICAL 8 • --0"'-- SIGN SATELLITE DISH RIGHT OF WAY MARKER MAIL BOX POST MANHOLE REDUCER CAP TREE WOOD FENCE WOVEN WIRE FENCE ELECTRIC FENCE CHAIN LINK FENCE HOUSE HOUSE TRAILER ELECTRICAL PEDESTAL ELECTRICAL METER LIGHT POLE UTILITY POLE WITH GUY BURIED ELECTRIC OVERHEAD ELECTRIC OVERALL PROJECT LOCATION MAP, GENERAL NOTES AND SHEET SCHEDULE REVISIONS 08/01/2025 BID SET C 2025 Midweskm En_gineers. Inc. 802 West [lrn:tdway Street P 0. Box 2'}5 Loogootec. [mliana 47553 DATE AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. a.c. CHECK PROJECT NUMBER 2023054-00 2 2 OF 13 I FllE NUMBER I 45109 Do Not Use Plan Previews for Take Off

/ I / / "-o'��c0) r,. '(-"1 i r,\.' ti .... I • • / / / ' ... / /- - 6" / / / / - 7\ \ 12"j 6" " t \ / I I / '-- / o· -0'<:' ,-9 0 0 g;- 0 {<; 0-::5 '-- / / / / / ;- / / /., � \ \ \ � �, ,:-� � � \? \ \ \ Ii•• ., ., I ·1 I- fl , , ' , , , ' . 1 ' 1 .,. • \ \ � \ \ /. if, -/ I ;;}_, .......-.....___. / :<.. <,j • 0< .. ... , - �� ----� ••-.;,i�� ' - � - - / �-·zj£..,,.___ ----FIRMFLOODPLAIN BOUNDARY-----,- - . ' CS EREO SSSHIENEGT O5 FFROERGDUELTAATIEL SD D I T C H ,.t:,...��"""'-�-7 ----F(m·,,__"- = ' = =7 ......�:.:..---=~--------....--------- =--e ----- - / -: I FIRMFLOODPLAIN ""'-.., BOUNDARY /' ✓.{P-� " j I "'0 '<'-,,t" · ::':l I o\ ,.__v;- - �- �o "'i' I � ·.:_� � f ....,,.,.--.,-=-.,.,,.,,,,.... ._-.,._._.. .......... I t ✓' SCEREO SS SHIENEGT O6 FF OP RRI VDAETTEA IDLIST. C H 7 -_ - -�� l-T ISHEET 61 ,r�D'ITCLJ - - - J!!!!!!'!ll!L.� - ---!!!!' � - - - - ZR 7E¥J E>-'Q.-. Wik: ?-.,,-:-::ia:::-=-==.,..,.:::=-c--7 LATERAL No. 4 SCM ESA EXI NDREI AVXI I LTSREI OON NAS DI I OI C-N ERFSOOSSRES XDI NERGTOAAI LD S WOAFT E R t :t o o o �o o o V V V � V V V 12" -- --- _j_ :/ ' .'-._FIRMFLOODPLAIN BOUNDARY I • ISHEET?I I • ( OWL BDME VS ISNECXE BN LNDEGS . , Existing WaterMain ii.fld Size Existing Gate Valve Exisdng Flush Hydrwt Exi5ting Fire Hydrnnt Existing Blow-Off Valve Existing Leak Detection De�ice Existing Pres.w. reReducing Valve Existing Water Main to be Retired in Place Proposed WaterReinforcements Proposed Gate Valve Proposed Fire Hydrant Proposed Leak .Detection Device Proposed Blow-Off Valve Proposed RIJ!Jil Hydrdlll V-2727 V-2728 '_) , 12" l f ' ·\g- 7'l \;' 12"� ' \' \�"01 12" ,., • SMEAEI NDEI VXITSEI ONNS IIOl l N- NF IOERH ADUEST AWI LAST E R 300 I WATERMELON RD. OVERALL PROJECT MAP REVlSIONS 08/01/2025 BID SET C 2025 /11idwe�tcrn Engine.,rs. Inc. 802 We�t Broadway Street PO Bo� 29.'i Loogoote,.,. Indiana 47553 OAT!' AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 3 3 OF 13 I FlLE NUMBER 45108 I Do Not Use Plan Previews for Take Off

0 z 0 w z " w < • 0 0 • � 0 z g 0 0 "• w w wz " " w < r w 0 0 4 F 2- A 1 RBEST FOODS INC. 5-04-400-001.001-023 PDOR YI NTT AOPFNCEOWN N1 2E"CMTAI OI NN TNOo .E1X(I SS TT AI N. G0 + 6 2 ) 1S2E" ECPAOP IPNETDOWF ACTOENRNMEACITNI.O N D E T A I L SOTNASTHICEEPTRE9S. SURE 80 P.S.I. w r 0 <{ w I r � <{ w � � ) I(NNSOTRAMLAL LAL Y1 2C" LGOASTEEDV) A L V E FS UE TWUERRE ESXATNEI NT AS RI OYN (BY OTHERS) EX. 18" CMP EROSION CONTROL NOTES E.C. 1 STAKED STRAW BALE '-.....411--{ , r.:;NE":"21: 8 23S'i 2 "'oe"'o"g. a°'sL 5887.67 E.C. 2 SILT FENCE '• "< i-:=-=--i__:_=---==-- - - -------------+·'" E.C. 3 TEMPORARY CONSTRUCTION \NGRESS/EGRESS PAD E.C. 4 PORTABLE TOILET E.C. y PORTABLE CONSTRUCTION DUMPSTER E.C. 6 TEMPORARY CONCRETE WASHOUT BASIN E.C. 7 INLET PROTECTION SOCK � / I / ICNLSATSASLL360 L.F. OF 12" REST JOINT D.I 50 PIPE BY UNCASED BORE WA NI TDH T PROA LCYEERT HWYI RL EE NUEN ED NE CR AKSEELML EE RN TR D . SEE SHEET 8 FOR CROSS SECTION. � � 1/ I ( .,.,.- - '-...: FUTURE POINT OF CONNECTION - <e t /7 / INSTALL A 12"x12"x12" 0.1.M.J. TEE, .....l � CAPPED AND BLOCKED - GENERAL EROSION CONTROL NOTE· 1 LSOH CA AL LT IBOEN DSEHTOEWR MN I ON EN DP LBAY NCSOFNOTRR AR CE TF OE RR .E LNOCCEAOT NI OLNY .SFHI NA AL LL BL OE C A T I O N S AP H R PP OA R L P L O E B R V E T E Y D T H O B E Y W C O N O E W N R N T S E R R A A S CO N T R O E E C R N E 'S G S I R S N E A E R S E P Y R O F P N O R S R I I O B TR I HU E T T O Y U C S T E O O N ON S F E T G PR O R U T \ C V IA A T T I T O E E NW. IITTH PROPERTY (REQUIRED FOR E.C. ITEMS No. 3 THRU 7) 2 , OS TWONREMRWHAATSE AR PGPEL NI EEDR FAOL RP EORRMCI TU. RORWE NN ET LRYSHHOA LL DL SS UT BH ME I CT OTNHSETNROU i CTTOI O N ISDHEAML LP RB IEO RR ETSOP OC NO SMI MB LEEN CF OE RM EANL TL IONFS TCAOLNL SATTRI OUNC TA INODN .MCOONNI TTOR RA ICNTGO OR F ST HH EO WS TNOORNM TWHAE TPELRA NP OSLHLEUETTI OS NOPRRAESV ER NE TQI UOINR EPDL ABNY ETLHEEMKENNOT XS CA SO U N T Y l L__S:::O:._I L:_Ac::N.:.:D:_W:.::A_::Tc:E_:R_:C.::O:.:NS:::E:._R::_V:_AT"-IO.:_N_:_::_Dl.::ST_:R.::.IC'-T---_____ _ _,__ i ::5 � I I 1 1 v / To rnE NORTHWEST � � N:1230542.90 f- /1 15 _,,.-- - - �E�2�82=5�89=5�.6�5 _____ � §; I I f/ -- ---- o/ 11I I I / _,,.-- -- I I I J SN 1 I l I : � _. :.>: ' 1 i �� - - - - - - - "'-- ,., • ,-,_ - - NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL. "V-BIO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED HO 4 O 2- S 1 IER ENERGY REC. INC 5-09-100-001.000-023 - � g tu- +w �:r <{ . ( ( / / J J >- - C/J I w >- z::; ::::;o :r a:: u u_ >- 0 <{ f- ::; z 0 u w z ::::; 0 l 1 ( � '-") 41 't----- - ' ' ------- _J __,, KNOX COUNTY DEV 4 E 2 L -1 OPMENT CORPORATION 5-09-100-004.000-023 NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL. "V-BIO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED - "'-- KNOX COUNTY D E V4E2 L- 1O5P- 0M9E- 1N0T0 -C0 O0 4R. P0 0O0R- 0A2T3I O N ill CULTIVATED FIELD C' -1 - CULTIVATED FIELD - -- i I \ S.N. 1 S.N.2 S.N.3 S.N. 4 1 2 SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE INSTALL NEW GATE VALVE (SIZE) INSTALL A3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE � / \ INSTALL A FLUSH HYDRANT ASSEMBLY WITH GATE VALVE (SIZE) . · - GENERAL NOTES ALL NEW MAINS ON THIS SHEET TO BE INSTALLED AT A MINIMUM OF 48" DEPTH OF BURY TO TOP OF PIPE AND ) 0 '--. A MAXIMUM OF 60" DEPTH OF BURY TO TOP OF PIPE, UNLESS OTHERWISE NOTED ON THE PLANS. CCORONST RSAEDC TVOIAR VISACRUEUSMP OENXSCI BALVEA TFIOORN VI EPROITFHYOI NLGI NLGOPCRAITOI OR NT OA NADN YD ECPOTNHSOT RF UACL TL I EOXNI.S T I N G U T I L I T I E S T O BE ' • _,,,,,,,- 41 - I' 0 - 1 ,) ,,, ( WATER MAIN PLAN No. 1 SCALE 1" = 50' 0 25 50 WATER MAIN PLAN No. 2 SCALE 1" = 50' 0 25 50 • � REVISIONS 081 01/2025 BID SET C 202s Midwestern Engineer,;. Inc. 802 Wes! Broadway Street P.O. Bo.� 295 Loogoolec. lndiuna 47553 DATE AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 4 4 OF 13 I Fll£ NU.BER 45107 I Do Not Use Plan Previews for Take Off

EROSION CONTROL NOTES E.G. 1 STAKED STRAW BALE E.C. 2 SILT FENCE E.C. 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD EC.4 PORTABLE TOILET E.C. 5 PORTABLE CONSTRUCTION DUMPSTER E.G. f3 TEMPORARY CONCRETE WASHOUT BASIN EC. 7 INLET PROTECTION SOCK GENERAL EROSION CONTROL NOTE· 1. LOCATION SHOWN ON PLANS FOR REFERENCE ONLY. FINAL LOCATION SH�LL BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. IT SHfll BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH PROPERTY OWNERS AS NECESSARY FOR THE USE OF PRIVATE PROPERTY (REQUIRED FOR E.G. !TEMS No. 3 THRU 7). 2. OWNER HAS APPLIED FOR OR CURRENTLY HOLDS THE CONSTRUCTION STORMWATER GENERAL PERMIT OWNER SHALL SUBMIT THE NOi TO IDEM PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND MONITORING OF THE STORM WATER POLLUTION PREVENTION PLAN ELEMENTS AS SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE KNOX COUNTY VIECK D & M FARMS INC 42-15-09-400-001.000-006 6 SN 1 SN2 S.N. 3 1. EX. STORMWATER STRUCTURE ,......_ -400- -._ - ---- SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE INSTALL NEW GATE VALVE (SIZE) INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE INSTALL A FLUSH HYDRANT ASSEMBLY WITH GATE VALVE (SIZE) GENERAL NOTES ALL NEW MAINS ON THIS SHEET TO BE INSTALLED AT A MINIMUM OF 48" DEPTH OF BURY TO TOP OF PIPE AND A MAXIMUM OF 60" DEPTH OF BURY TO TOP OF PIPE, UNLESS OTHERWISE NOTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND DEPTH OF ALL EXISTING UTILITIES TO BE CROSSED VIA VACUUM EXCAVATION / POTHOLING PRIOR TO ANY CONSTRUCTION �---:�------:c-==-=-==--=--=-=--==--==-----------------,--,---=�---=--=-=Ji...-------------------------------------------------�--------..._ __..._____...____________;..._____ ;..._-'1'-----... ---'--�---�'!'.0oJ;aa"""-----------------------='01NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL. "V-8IO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED 42-15-09-400-001.000-006 8 S.N. 2 (12") INSTALL A 12"x12"x12" INSTALL A 12" 45° D.I.M.J. FITTING N:1226836.30 E:2825357.53 oo, 0 0 + - ' INSTALL A LEAK DETECTION DEVICE ASSEMBLY SOUTH OF SWAN POND DITCH CONTRACTOR TO COORDINATE WITH THE OWNER AND NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL "V-8IO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED 0 0 +"' st 0 0 + CD st CULTIVATED FIELD 0 0 + r--­ st VIECK D & M FARMS INC 42-15-09-400-002.000-006 0 0 + ro st 5 - -•--- OtlE SW 0 0 + 0, st -, R, W OHE flJW OHE 0 0 + RIW OflE • 0 0 +�"' ( .____.__ \ ) \ "- r;F:;;I R:;;Mc-;;F:'.Lo"'o"o"'P:;;LA--;cl Nc-;;B;:O;-;U;;N;:O A:cR:;;Y:;i �-� FWv OHe RN/ oHe '---4°"\ -� () I I \ J \ \ I \ -• c:, \ =1 • STONE -- 0 0 +"" '' WATER MAIN PLAN No. 1 SCALE 1" = 50' 0 25 - 50 � z 0 ::i o "- + - .. (0 "' I- ·w i:5 w (I) I w (/) zZ ..J 0 I� 0 II- z <(0 ::;; (.) w z WATER MAIN PLAN No. 2 SCALE 1" = 50' 0 25 50 • REVISIONS 08/01/2025 BID SET C 2025 Midwestern Engineers, Inc. 802 West llroadway Strccl P.O. llox 295 Loogoo1e�. lndi,m:o 47553 DAIT AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 5 5 OF 13 I FILE NUMBER 45106 Do Not Use Plan Previews for Take Off

I J ' \ I INSTALL A 12" 45 ° - D.I.M.J FITTING EN::21822255365551..7599 -407-- -- 55+_QQ -408- HESS, MYRON P N 1225610.09 42-15-09-300--009.000-006 E:2825350.55 4 2 -H1 E5 -S1S6 ,- 2M0A0 -T0T0H6 .E0W0 0M- 0 0 6 �FIRM FLOODPLAIN BOUNDARY I 0 0 0 0 0 + + r ,.._ <X) lO lO N:1225650.74 ) l i EC 7 ,7 �✓ "' ' / I ,,,-- / / / ) I 2. / ,,✓ ) / I - - " \ I 0 0 0 + + lO co co GENERAL NOTES ALL NEW MAINS ON THIS SHEET TO BE INSTALLED AT A MINIMUM OF 48" DEPTH OF BURY TO TOP OF PIPE AND A MAXIMUM OF 60" DEPTH OF BURY TO TOP OF PIPE, UNLESS OTHERWISE NOTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND DEPTH OF ALL EXISTING UTILITIES TO BE CROSSED VIA VACUUM EXCAVATION I POTHOLING PRIOR TO ANY CONSTRUCTION ----­ / ( I I \ ...J � ' �����11 Iii ---""------------- -7, :.. ,------------- NEW MAINS THIS PLAN TO BE D.L CLASS 350 PIPE WITH 8 MIL. "V-BIO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED I CPN LOSALT SYASEL TL3 H51 0Y2 L0PEI LPN. EFE. BEOYNF CU1 A2N "SC ERA MES SEE TND T JB OAO NI RNDET WD . l I T. H TSREAECSEHREEWTIR8EFOR CROSS SECTION a. r-- 0 ,__- 0 UJ + UJ "' :r: (0 Cl) ;; Cl) � zUJ :1;-; 30 :r: ff UJ z ...J CULTIVATED FIELD - EROSION CONTROL NOTES 00 + a, - -- - "' '-- � \ ) I I ,,___ ------ "' "' \ \ \ I I VIECK, RONALD E, • V WILLIAM G, AND BRIAN V 42-15-16-100-003.000-006 \ \ / / / I I / / _,- I \ I \ + C1> ,.._ 8 + 0 <X) E.G. 6 TEMPORARY CONCRETE WASHOUT BASIN \ / ( E.C. 7 INLET PROTECTION SOCK II ///\ - -- / - -405- -_\ I I ' I I I "' /' -"' _/ \ GENERAL EROSION CONTROL NOTE. / I I / ( "- ----- I ( ) 1 LOCATION SHOWN ON PLANS FOR REFERENCE ONLY. FINAL LOCATION / / I ----- -- I I I I J - SHALL BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE f / / 111 ; APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. IT ........_ / SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH \ \·". 11 i I ' I / \ I I j ) /\ [ PROPERTY OWNERS AS NECESSARY FOR THE USE OF PRIVATE o.\ \ / PROPERTY (REQUIRED FOR E.C. ITEMS No. 3 THRU 7) \ ! / \ \ 2. OWNER HAS APPLIED FOR OR CURRENTLy HOLDS THE CONSTRUCTION I I I I I I I I I I I I \ / I ( I ) ( I STORMWATER GENERAL PERMIT. OWNER SHALL SUBMIT THE NOi TO I I \ I IDEM PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR 111 I / \ I I I \ '- I I - . 8 + � <X) WATER MAIN PLAN No. 1 SCALE 1" = 50' 0 25 00 + N 50 SHALL BE RESPONSIBLE FOR ALL INSTALLATION ANO MONITORING OF '\ / THE STORM WATER POLLUTION PREVENTION PLAN ELEMENTS AS I I j1 11 \ \ I ' � s H _ o_w _ N _ o_ N _ T _H _E _P _LA_ N _ S _ H _ E _ E _r _ s_ c o _ R_c A_S:_R_E:_Q:_U:_IR_E _ □_ B _ Y _ T _ H_E _K_N _o _x_c_o_u_NT_ Y _,_/r; __ \ _� , 1,_,_ I 51,_I, �,_______ �-1, -------------'•-----li,,_________. ._______ .,______ 1-, :-: -: ----------------- _________ ro____________________. SOIL AND WATER CONSERVATION DISTRICT. - _1_ =_ - � _ :, L.. j i C l .. , / ' r l NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL. "V-BIO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED WATER MAIN PLAN No. 2 SCALE 1" = 50' 0 25 50 • REVISIONS 0810112025 BID SET C 2025 /•,!idwestern Engineers. Int. 802 West Ilroadw:,y Street P.O. Ilox 295 Lll<Jgoolee. Indiana 47553 DATE AUGUST 2025 DESIGN DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 6 6 OF 13 Fll.E NUMBER 45105 Do Not Use Plan Previews for Take Off

N z 0 Jl. 'i:' "' N00 1W- · W � :r: (/) (/) w:!, zO -a: E.C. 2 E.C. 2 ...J U.. 414 :r: Cl - g· 23' � �f- <( z ::;; 0 u w z _':::'-,,.,,.�,,.,-.,..,...,,,..,....1....,..����F=-=�-==--T-f'.l� :r-• ---1--7--:--1---1;:;"---_::-,_ "--. -----PCR.Wi";;;omur,"1iimrr -- '-, - ( / -..... 14' 24' -\- &" G "M �..::: c� .,..;;; -"W- � -� :_1_ >s, '"" -,v G INSTALL 40 L.F. OF 12" REST. JOINT 4\ � o . S.N.2 (12") 12 --........._ \ \ "" .:S:-.::J D.I. CLASS 350 PIPE BY UNCASED - \ ==--+- -+-- ---+- ----', +--- ---'- TEMPORARY �UTY EASEM \ t-0\, :) ---t BORE WITH POLYETHYLENE / � 1 \ \ I ) ENCASEMENT AND TRACE - R WIRE j g I ) ) \ \ \ .,, TAP NEW HYDRANT LEAD WITH NEW 1" INSTALL A 12" 90° /f: q 1 ' Iii'. SERVICE LINE AND CONNECT TO NEW / / \ ' ( D.I M.J.FITTING ( I :Z� T :��� T ��t��r:�������� CES / / / / cuLTIVATEDFIELD \ / \ \ \ EXACT LOCATION OF PRIVATE GAS AND ELECTRIC ) . l MAINS UNKNOWN.CONTRACTOR SHALL COMPLETE ! I \ ...,, LOCATING OF ALL EXISTING PRIVATE UTILITIES AS \ \ VIECK D & M FARMS INC / , ....__ I NECESSARY PRIOR TO CONSTRUCTION \ 42-15-15-200-008 000-006 VIECK. RONALD E. r --1 '- '- \ • ._ / / �---,------,-------,-� • / \ ) WILLIAM G, AND BRIAN V " VIECK WILLIAM G & DEBRA ., / / / I I \ \ \ 0 'C 42-15-16-1□ : □□3•000-00s - I .,_1f-15-2 □□-□□9 □□□-□□6 / ;-- 1 '/ \ \ / \ / !? I l J 31 J I I I i / I I \ \ \ \ \ / '--- - _,,, \ ' ) I I \ \ \\ / / / \ \ \ ) I / / I ( -:--... __/ \ I I I I I I / / I I \ \\ \ \ II I � I ·-"---f- "rf "rf "T;" I / / \ \ \ \ / / / / ( ! I I / I I I I I I I / /I // \ \ \ \ I ) \1 I I I I I I I I I I / \ I I I I J I 1 1 1!11!/ I / ) / i 1 \ ) u j � j i J J t j j fl I/ ,,✓ - ,_ l l � I .____________.c::____ f i T I T T 7 7 i 7 i / T 7 = NEW MAINS THIS PLAN TO BE D.L CLASS 350 PIPE WITH 8 MIL. "V-BIO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED SPECIAL NOTES SN. 1 EXISTING WATER MAIN TO REMAIN IN PLACE S.N. 2 INSTALL NEW GATE VALVE (SIZE) SN 3 INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE S.N4 INSTALL A FLUSH HYDRANT ASSEMBLY WITH GATE VALVE (SIZE) GENERAL NOTES 1 . AA LML ANXEI MWUMMAOI NFS 6 0O"NDTEHPI ST HS HO EF EBTUTROY BT EO ITNOS PT AOLFL EPDI PAE T, UANML IENSI MS UOMT HOEFR4 W8 "I SDEENP OT HT EODF OBNU RT HY ET OP LTAONPS O F P I P E A N D 2 CC OR ON TSRS AE DC TVOI AR VISA CRUEUSMP OENXSCI BA LVEA TFIOORN /V EPROITFHYOI NLGI NLGOPCRAITOI OR NT OA NADN YD ECPOTNHSOT RF UACL LT IEOXNI S T I N G U T I L I T I E S T O B E EROSION CONTROL NOTES E.G. 1 STAKED STRAW BALE EC� SILT FENCE EC 13 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD EE ..CG .. 1 45 PPOORRTTAABBLLEE TCOOINLSETTRUCTION DUMPSTER E.G. 6 TEMPORARY CONCRETE WASHOUT BASIN E.G. 7 INLET PROTECTION SOCK 1 G . E L S AN O HP E C P A R A R L A L T O L I B V O E E E N R D D O S E B S H T Y I O O E O WR N WM N C N I O O N E N E N R D T P R O L B O R A Y L N E C S N N O O G F N O T IN T E R R E : AER CRE TFPOERRRI OE. LNROCTCEOA OTC NI OOL NNY S.STFHRI NAUALCLL TBLI OOE NC .A I TT I O N PSP RHR OAO LPPLEE BRR ETT YYT HO( REWE CQN OEU NRI RTSERADASCF NTO OER CREE' S.SG RS. EAI TRSEPYMOFSNONSRoI B. TI3HL ITETHYURSTUEO 7ON) . FE GP OR TI VI AA TT EE W I T H 2 . I SOD TWEOMNREPMRRWHI OAARTSETAROP GPCELONI EMEDMR FEA ONL RCP EEOMRR ME CNI TUT. ROORFWE CNN OET RLN YSS THHROAULL CDL TSS I UOT HBN ME. CI CTOOTNNHTSERT ANRCOUTi COTTORI O N S S T S � pH H E O A ll L WS A L T N N B O D E O R N W M R E T A W S H T A P E E T O R P E N L C R S A O I P N B N O L S S E L H E L F R E U O E V T T R A IOS T A N I OO l P l R N R I D A N E S I S S V T R E T A R E N LI Q T L C I U A O T T I . N R I OEP NDL AABNNY DET LHMEEOM KNE NI NTOTOXSR CIANOSGU ON FT Y / / I I I I I I // I / 13 ' rw, RDO EI FVF.MEI IERPI TLJ OAO NBSS#H 2FE0OE2RT3 03 5 4 - 0 0 RA NA IDL RPORAODF ICL ER ODSEST IANI LGS PIVOT IRRIGATOR i • I I I I / I J \ \-./ \I I I '-,;;. ...__ - - ( -- ) ( I I I J j' , .... I j"' y , WATER MAIN PLAN No. 1 SCALE 1" =50' 0 25 50 REVlSIONS 08/01/2025 BID SET C 2025 Mic\weskrn Engineers. Inc 302 Wes! Broarlway Street P.O.!fox 295 Loogootcr. lnrliana 47553 OATE AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 7 7 OF 13 I Fll.E NUMBER I 45104 Do Not Use Plan Previews for Take Off

425 420 415 a ,11 410 " "< U 405 " < u 400 > 395 390 385 425 420 415 a 11 410 -" w" < &5 405 " < � wo:: 400 395 390 385 430 425 420 a ,11 415 " w " < Um 410 < wa:: 405 > 400 395 390 ' SWAN POND DITCH, i, i, AKA. VIECK DITCH TRIBUTARY OF KELLER RD a: a:, LATERAL No. 2 SWAN POND DITCH cc cc SEE TBM REFERENCE c/2 c/2 SKETCH, TH!S SHEET ' TBM MAG NAIL ' 0 0 EL. 408.90 w w . ' ' / - ' ' 4.0' 6.8' 14.4' 13.1' 15.1' 5.0' MIN. ,, 8.0' MIN ._ 12" 45° D.I FITTING ' ' ' 12"x12"x12" D.L TEE ' 240 L.F. OF 12" REST. JOINT 0.1. ' ' ' I • I I I , _L_ .'._ I CLASS 350 PIPE BY UNCASED BORE WITH TRACER WIRE UNDER SWAN POND DITCH, AKA. VIECK DITCH LATERAL No. 2 AND KELLER RD. t I ! I I l , ' ' ' ' ' ' ' ' ' ' ' . ' -1+20 -1+10 -1+00 -0+90 -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 4.0' • -1+10 -1+00 -0+90 -0+80 . � PROPOSED - CONTROL <n 0 w STONE DRIVE - <n 0 w . 6.6' HORIZONTAL SCALE 1"=20' PROFILE OF NEW 12" WATER MAIN UNDER SWAN POND DITCH (A.K.A. VIECK DITCH) (LOOKING EAST) UNNAMED TRIBUTARY OF VIECK DITCH LATERAL No. 4 PROP. 12" BLOW-OFF VALVE - . - - 4.0' / j- RECEIVE PIT � ' 10.4' 5.0' MIN. -,- �- PROP. 12" GATE VALVE INSTALL 120 LF. OF 12" REST. JOINT D.I. CLASS 350 PIPE BY UNCASED BORE WITH TRACER WIRE UNDER EX. STONE DRIVE AND DITCH STA. 68+57 TO 70+97: -0+70 i, a: ' ' ' ' ' ' ' ' ' -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 HORIZONTAL SCALE 1"=20' PROFILE OF NEW 12" WATER MAIN UNDER EX. STONE DRIVE AND DITCH (LOOKING NORTHEAST) i, a: i KELLER RD. -I >-' " w<n i " '.: ' • f----1 w-w--c, "-J __ w w 430 425 420 ' 0+90 1+00 1+10 1+20 1+30 430 c- " 425 w<n i'.: "· 420 c-c, , " 1+30 425 420 415 a 410 F - w " 405 um " < 400 � 395 390 385 i, a: cc :� VALVE PIT " CL c--c---,e 0 .-.--",, a a � w -\' EX GRADE X-X--W w w w w CL• +EX.GRADE 415 " " 415 " w w ' ' '�1 4.5' . ,, ·, i 5.3' 4.8' • . ., . J < < 410 u ii5 410 m " " < < u u � � 405 oc a:: 405 w w 4.0' 18" EX. 6" CPP - MIN. STORM PIPE > > 400 400 ' ' INSTALL 60 L.F. OF 12" REST. JOINT 0.1. 1 CLASS 350 PIPE BY UNCASED BORE WITH TRACER WIRE UNDER KELLER RD 395 395 EX. GRADE _ PROP. 12" - GATE VALVE TWO (2) 12"x12"x6" = f0.1. TEES TO LEAK - DETECTION DEVICE ' STA. 40+32 TO 43+32:' ' ' ' 1+40 1+50 1+60 1+70 i, a: ESSEX RD cc CL CL 0 0 w w 6.4' " INSTALL 40 l.F. OF 12" REST.� JOINT D.I. CLASS 350 PIPE BY UNCASED BORE WITH TRACER WIRE UNDER ESSEX RD 1+80 1+90 >-' " w<n >- c-" c- " " a: w CL - 5.0' 425 420 415 a 410 ,11 - w " < 405 u " < u 400 �w > 395 390 385 ' SECTION@ STA. 1+04 SECTION@ STA. 82+50- -0+80 -0+70 -0+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 HORIZONTAL SCALE 1"=20' . . . 0+30 0+40 PROFILE OF NEW 12" WATER MAIN UNDER KELLER RD. (LOOKING SOUTHEAST) 390 0+50 0+60 0+70 390 -0+60 ' ' -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 HORIZONTAL SCALE 1"=20' PROFILE OF NEW 12" WATER MAIN UNDER ESSEX RD. (LOOKING EAST) ' 0+60 430 425 420 a 415 _II " w � 410 ii5 " � 405 o::: w> 400 395 390 430 425 420 a" 415 " w " < u 410 m J < � 405 w > 400 395 390 1+00 i, i, a: KELLER RD. a: i, BRIDGE OVER cc SWAN POND DITCH SEE TBM REFERENCE A.K.A. VIECK DITCH " SKETCH, THIS SHEET ;-- <n LATERAL No. 2 w i'.: TBM -MAG NAIL EXISTING GRADE ' ' , (SWAN POND DITCH, - J ' ' El. 408.90 A.K.A. VIECK DITCH_ " LATERAL No. 2) " w ' . 15.1' 8.0' MIN SECTION@ STA. 41+68_ 0+90 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 -0+10 -0+20 -0+30 -0+40 -0+50 -0+60 -0+70 HORIZONTAL SCALE 1"=20' PROFILE OF EXISTING SWAN POND DITCH (A.K.A. VIECK DITCH) (LOOKING SOUTH) ALL COORDINATES ARE JNDIANA STATE �NE, WEST ZONE • I¾N"S CRRE IBBAERDW" RI TEHS EPNLBAESCTKI C2C9AB P0 0 0 1 8 " FNO1U2N2D7 2F4L3U. 3S4H, E 2 8 2 5 3 3 7 . 7 7 @ %I N"S RC ER BI BAERDW" IKTNHO XP LCAOS UT INCT YC ASPU R V E Y O R " BNU1R2I2E6D8821"..03, E 2825335.45 TOP OF BRIDGE DECK ELEV. " 409.30' / / / / ' I I I I I I I I I I I lz 10 w 1.; I "' 0 l----4 I :,; I I I TBM #1 lw 18 I� I/ • I I I I I � TBM #1: / MAG NAIL SET FLUSH IN / S:/ CONCRETE HEADWALL � N 1226942.82, � 2S25353.80 1.r:i /- ELEV." 408.90 ;... I "' "" "' (C) I (g OJ/ I � FS RE ACCOTRI ON NE RA LOSFELCOT TI O3N, 9 TBM Reference Sketch Knox County, Indiana / / / I / I / 430 425 420 0 - 415 ,11 410 " wU� m � u 405 � 400 395 390 w> BORE PROFILES • - REVISIONS 08/01/2025 BID SET 0 2025 Mi<lwcstcm Engineer,,. Jnc. 802 West Broadway Street P.O. Box 295 Loogootec. lndian3 47553 DATE AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUI.IBER 2023054-00 8 8 DF 13 I FILE NUMBER I 45103 Do Not Use Plan Previews for Take Off

WW AI TTHE 1R2 S" TWOI DP E( TMYAPS. TAI LCL WJ ORIANPT , S6) " TAHBEO SV EE AAMN MD UBSETL OB WE SOEUATLSEI DD E BS EE ACML EPARNI OE RD TAON DA P3 PALEYRI NOGS OMLA CS TA INCS WORFAAPD, HC EOSNI CV ER EATPEP LSIHE ADL L WHERE MASTIC WRAP WILL BE LOCATED. ETL/CEOVN. 4C1. 1 26' 6" EXTERIOR TO HAVE BITUMINOUS COATING----+------! TWHITEHPTITHME USSETAMBEBAEITNWGOATPITEHCEE MUINDIPTOOINNTLYO-R ---+--- -----t"I PT OE NP EOTFR AWTAI OL LN HS EFI OG RH TI NALSE TM/ OA NUUT LFEATC T U R E D TCHOEN NF IEECL TDI ODNU RSIHNAGL LC OB EN SCTORRUEC- TDIROI NL L. E D I N ETL/SELVA.B403.76' PT OH RU UR SE TD BCLOONCCKR(ET TYEP ) 7'-0" GROUT TO SUMP 3 NCV OA LO L R V S M E E A D L LY NAOL LUONWI -EFDL ,AMNUGSET FBLEAAN TGHER( TEYAPD.E) D 3 4'-0'"MIN. ',-- -- CONTRACTOR TO PROVIDE I B C N A O F C M L K U P F E A I N L C L T T E ( / # D E 8 F 's G F ) R L U U A N N E D N U E T L R A P R A IP LI L N G 6" MIN OF STONE BASE UNIT PRICE LUMP SUM UNIT PRICE BID ITEMS - - � ---- - BID ITEMS - ----- �- BID ITEMS N 0 CONTROL VALVE PIT DETAIL DO NOT SCALE PIPING LEGEND 1 12" GATE VALVE 2 12"x12"x12" 0.1. TEE 3 12" 0.1 PIPE 4 12" 90° ELBOW 5 12"x6" D.I. REDUCER 6 6" BUTTERFLY VALVE 7 6" CONTROL VALVE (SEE SPECIFICATIONS) 8 6" 0.1. PIPE 9 S6 "EMR EI EGSA2F1L0A6NBGYEERBEASAT IRRAOI NN E, IDN CF L. A N G E A D A P T E R 1 0 0W- 1I T6H0 PSS. SI .GSAAUDGDEL EW/ I TBHR ASSHSU TF I TOTFIFN GV A( GL VAEU GI NES TTAOLBL EE D LIQUID FILLED WITH j TURN BALL VALVE) 11 8'x8'x7' - 2 PC PRECAST VAULT 12 HALLIDAY TYPE "S1R", THE BILCO EQUIVALENT OR EWQI TUHA LS, SA .CHCAERSDS WDAOROER A3N' - D0 " Ex 2X' -T6R" UODPEEDN IANLGU (MA ILNUUMM. ) ANGLE FRAME 13 "HALLIDAY PRODUCTS" ALUMINUM WALL / FLOOR EMXOTUENNTSEI OD NL AMDODDEERL, LM1OE D, OE LR NEoQ. UL 1I VDA WL EI TNHT . S A F E T Y 14 18" DEEP x 2' DIA. CONCRETE PIT WITH ALUMINUM BAR GRATING FLUSH WITH FLOOR 15 STAINLESS STEEL ADJUSTABLE PIPE SUPPORT 16 PRESS-SEAL GASKET CORPORATION TYPE PSX DT WI R OE CT TA KD ER IUV PE CGLAASMK PE ST ) SPYHS T1E- 8M0 0( 1- 364M8 -P7 S3 2X 5: DTDY PWI CI TAHL BOTH INFLUENT AND EFFLUENT PENETRATIONS GENERAL NOTES: 1. WALITL HFLAANNTGI-ESIBEOZELTLSUBSRHIACLALNBTE. STAINLESS STEEL 2 . AT WL LOI N( 2T)EFRI EI OLRD PCIOP AI NTGS &O VF ATLNVEEMSETCOSBEER CI EOSA6T6E D W I T H HWI -I TBHU I TL HD EE PMOA XNOU LFIANCET, UORREERQ' SURA EL ,CI ON MAMC EC NODRADTAI NOCNES 3 OA LULT MS IEDCEHPAI TN ISCHAAL LJLOBI NETI SN SDTUACLTLIEL DE IWR IOT NH FMI TE TGI AN LGUSG BJ OL OI NCTKRSEOSNT REALIBNOTWS SA NADN DC OT ENECSR EPTEER TSHPREUCSI FTI C A T I O N . 4. CONTROL VALVE SHALL BE FUSED EPOXY COATED. 5. STATIC PRESSURE = 107 PSI (HIGH SIDE} = 79 PSI (LOW SIDE) 1D2.I"xT1E2"Ex12" 1 12" ANCHOR I COUPLING 12" 0.1 CL350 MAIN 4"x3" D.I REDUCER R3"EMSTERCAHIANNTICAL JOINT 3A "- 2M3U6 1E LRLWE GR V 1R2E" Dx 4U" CDE. I R COUPLING MJxMJ 4" ANCHOR 3"x1" SERVICE 1J 2O"I NMTE CR HE SA TNRI CAAI NL T POINT OF CONNECTION NOTES· UBNI DI T I TP ER MI CSE LBUI DM IPT ESMU MS COUPLING 1 . AP LRLOTPEOESSE AD NWD A9T0EDREMG ARI ENES .F VI TETRI NT IGCSA LT OE LBEEV IANTSI OT ANL TL OE DB EL EGVAEI LN EWDI TWH I ET HX I SA TDIDNIGT I OA NN DA L FVOE RR TTI HC EA LUFSI ET TOI NF GASD ADSI T INOENCAELSVSEARRTYI .CNAOL FAIDT DT IINT GI OSN AASL PNAEYCME ES NS AT RSYH. A L L B E M A D E 2 DA ILML ECNOSNI OCNRSE TI NEDTI CH AR TUESDT IBNL TOHCEK SS PSEHCAI LFLI CBAET CI OANSST. - PI NR- POLTAECCET AMNEDC HS HA AN LI CL ABLEJ OO FI NTTH E 3. CV A O - L B L N I OD N .E P I. C O F T L IT I Y O T E N IN T S HG Y F S R L . E OV N A M E L C V EOE N S M C , I A NP S I G P E E IM N A E T N N O D T CAOPNPTUARCTTEWN AI TNHCTEHSESCHOA NL LC BREE TCEO. V E R E D W I T H 4 All MAINS SHALL HAVE TRACER WIRE TO EACH POINT OF CONNECTION ( ----------- Q__________ ETOXISRTEIMNGAINGATE VALVE SADDLE PCOOUNRCERDE TOERTPHRREU- SCTA SBTL -O C-K - - - / . . . . roi LMI FA TNIHNOGLHEACNODVLEERA SS HMAALNL UBFE. AB LYUHMAI LNLUI DMAWY I T H PE QR OU AD LU. CCTOSNMT OR DA CE LT ONRo . TSO1 RC OOOR RADPI PN RA OT EV E D PB ERTEWC AESETN MHAANT UC FHAMCATNUURFEARCFTOURR EP OASNIDT I O N :t----FLUSH HYDRANT SAUNBDMDITETSAIGLNPRREOQCUEISRSEMENTS DURING 0 00 •·--:-- VALVE BOX TOP • • 4'-0" 5" -· .:· 1 ---- - - - - -------+---t-- . .. 1'--6" MIN. • ·1----��=---+-i BITUMINOUS COATING----t' EXTERIOR JOINT WRAP 88"QCROS RPES DX RDIILRLEECDTPDERNIEVTERGAATSI OKNE Tw / 3" M.J. CAP w/ 2" THREADED TAP R3"EMSTERCAHIANNTICAL JOINT B2 "RTAHSRSECAODUEPDLxI NPGA C K J O I N T '- . . 2" PACK JOINT OUTLET METER COPPERSETTER M(SEETEESRPECIFICATIONS) I2N"LPEATCK JOINT • :•·. ··•'·' . •. . .. .... , CONC. SUPPORT PAD 6"PIPE------, 3A"- 2M3U6 1E LRLWE RG V MJxMJ C2"OHPOPPEER SDR-9/ SERVICE LINE 3T"HMR.EJACDAEPD wT A/ 2P"\ C3 "OAUNPCL HI NOGR J2O" TI NHTRBERAADSESD Cx OPUAPCLKI N G SEE SPECIFICATIONS 3"x3"x3" 0.1 TEE 6WCAUS BHIECDFGERE TA VOEFL O R WASHED STONE #5 B G 6" A R M C AI K N N F U I I M L L U L A R M GROUT TO SUMP PMRAEN-HCOALSET BCAOSNEC R E T E 1A2N" DD IGAR. SAUT EMwP /P I T INDOT No. 8 STONE 88 "QCROS RPES DX RDI ILRLEECDTPDERNIEVTERGAATSI OKNE Tw / 1S"EHROVPI CEESLDI NRE- 9 C T S - S I Z E CORP STOP I I 2" THREADED x PACK JOINT \ / BRASS COUPLING L\ I �---r,,l 3" MECHANICAL JOINT \ RESTRAINT \ 3" M.J CAP w/ 2" THREADED TAP \ 8B "OCROS RPES XD RDI ILRLEECDTPDERNI EVTERGAATSI OKNE Tw / \ ' 2" PACK JOINT OUTLET ' MO EWTNEERR CAONPDP IENRSSTEATLTL EE RD PB RY OCVOI DN ET RD ABCYT TOHRE SECTION PLAN VIEW BWYA OT EWRN ME RE TAENRD PI RN SO TV AI DL EL ED D BY CONTRACTOR 12" DIA. SUMP PIT '- '- IANNDDO TGRNAoT. 8E SwT/ O N E \ \ \ \ \ HC O AP P E P2 "A TCHKRJEOAI NDTE D x BRASS COUPLING 3T "HMR .EJ A CD AE PD wT /A2P" 3A"- 2M3U6 E1 LRLWE RG V MJxMJ 3" ANCHOR COUPLING I I 88 "QCROS RPES XD RDIILRLEECDTPDERNI EVTERGAATSI OKNE Tw / 2C"OHPOPPEER SSDERR-V9I CC ET SL-ISNIEZ E / 2" PACK JOINT INLET WA NADT EI NRSMT AE LT LEERDPBRYOCV OI DNETDRBAYC TOOWRN E R !-- FLUSH HYDRANT SEE SPECIFICATIONS 3" M.J. CAP 3"x3"x3" 0.1. TEE DOUBLE METER PIT AND FLUSH HYDRANT DETAIL A DO NOT SCALE EAXNIDSTGINAGTEFVIRAELVHEYDARSSAENMT BLY TO REMAIN IN SERVICE 12" MEGALUG RESTRAINT EC XOI NS TT RI NAGC WT OART ETRO MRAEIMN OCVAEP TO INSTALL NEW WATER MAIN FB OE LRL TRWEOS TJ ROAI NI NT TS HOAURTNFERSOSME SE AR CE HO ' D POINT OF CONNECTION (TYP.} 1W2I"TDH.IPOCLLAYSESTH3Y5L0EWNAETER MAIN \ _ENCASEMENT AND TRACER WIRE P6 "OTI NHTK .OSFTCOON NE NBEACSTEI OANS (RTEYQP'.D) U N D E R 1W2I"TDH.lP. COLLAYSESTH3Y5L0 EWNAETER MAIN EANNCD ABSEELML ERNETS, TTRRAAI CN ET R W I R E HJ OAIRNNTES SOSUETS FFROORMT W O ( 2 ) PB OY IDNITVOI FCCOONNT NR EA CC TT IOORN RO6" E F T Q CH U O K IR . N S E N T D E O C U N T N E IOD B E N A R ( S T P E Y O P A I . N S ) T P1 2O" LDY. EI TCHLYALSESN3E5 E0 NWCAATSEERMME AN ITN, W I T H HT RA RA CN EE RS SWEISREF OARNDT WBOE L(L2 )RJEOSI NT RT SA I NT BOYUTD IFVR OI I MCOPNOTI NRTACOTFOCRO N N E C T I O N PD OR YI N TT AOPF NCEOWN N1 2E" CMTAI OI NN TTOO NDEI VWI S1I O2 "NMI IA I N SWEI TRHI E AS 1121"0 D0 . MI ESGL EA ELVUEGARNEDS TT WR AOI N( 2T) S POINT OF CONNECTION No. 1 DETAIL POINT OF CONNECTION No. 2 DETAIL DO NOT SCALE DO NOT SCALE POINTS OF CONNECTION, CONTROL VALVE AND METER DETAILS REVISIONS 08/01/2025 BID SET C 2025 J\!idwcs(crn Engineers. Inc. 802 West Broadway Stl\'et P.O. Bo� 295 Loogootee. lndi,ma 47553 DATE AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 9 9 OF 13 I FILE NUMBER I 45102 Do Not Use Plan Previews for Take Off

0 z 0 0" w z " w " 0 � � � :i � I• w Q -o ,., Q -f11 "' > - · w � ........ � g OJI�� ' M oo <O N "' w .o < �-� ,t�w Q-� !al 9w . ,: :t • • �o oo az .- 00 o< >Y • ' 55 , . <• A1. PLAN INDEX A CONSTRUCTION PLAN LOCATION At. PLAN INDEX OF SHEETS:.. _ .... SHEET 02 e· VICINITY MAP SHOWING PROJECT LOCATION: ..................... ,.......... . ...... SHEET 03 f'-3 · NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT: . .A4. LATITUDE ANO LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: ... AS. LEGAL DESCRIPTION OF THE PROJECT SITE: . ........ THIS SHEET .. . ..... THIS SHEET A6 11 BY 17-INCH PLAT SHOWING BUILDING LOT NUMBERS BOUNDARIES AND ROAD LAYOUT/NAMES . f,.7. BOUNOAR\ES OF THE 100-YR FLOODPLAINS, FLOODWAY FRINGES, ANO FLOODWAYS ........ THIS SHEET .................. ATTACHMENT ..................................... SHEET 13 AB. LAND USE OF ALL ADJACENT PROPERTIES: . ... ....................................... THIS SHEET A9. IDENTIFICATION OF A U.S EPA APPROVED OR ESTABLISHED TMDL ................................................ THIS SHEET A10. NAME(S) OF THE RECEIVING WATER(S): ........................................................... ..... ...... . .......................................................................................................................... . THIS SHEET IA1 1. IDENTIFICATION OF DISCHARGES TO AWATER ON THE CURRENT 303(0) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED ........ THIS SHEET 1 12. SOIL MAP OF THE PREDOMINATE SOIL TYPES: . .. . .. ... . ..................................................,_.. SHEET 13 r. 13. IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE; .................................................... ........... ... THIS SHEET r. 14. IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES: ..... .. . ..... .... THIS SHEET r. 1s. IDENTIFICATION AND DELINEATION OF EXISTING GROUND COVER, INCLUDING NATURAL BUFFERS: ... .... .. ..... ... .... ......................................................................... SHEET 4-7 t 16. EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATED DRAINAGE PATTERNS: . .............. SHEET 4-7 r. 17. LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE" .. ....... ......................................................... ........ . . ............................................................................. SHEET 4-7 r, 18. LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: ... . .. . ...... . ..................................................................... SHEET 4.7 t 19. LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: ... ....................................................................... ........... .... .... --- ..... ... .. .............................................. SHEET 4•7 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 E J. TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES . THIS SHEET E4. PRPOPOSED FINAL TOPOGRAPHY: ................................................ ... . . THIS SHEET ES. LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: .................................................................................................................................................... ........................... THIS SHEET E6. LOCATIONS , SIZE ANO DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEMS SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS ........................... SHEET 4-7 f7. LOCATION OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE· ...... .......................................... ........................... SHEET 4-7 1\28. LOCATION OF ALL PROPOSED SITE IMPROVEMENTS INCLUDING ROADS UTILITIES, LOT DELINEATION ANO IDENTIFICATION, PROPOSED STRUCTURES AND COMMON AREAS: . SHEET 4-7 A29. LOCATION OF ALL ON-SITE AND OFF-SITE STOCKPILES ANO BORROW AREAS: .. A30. CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT: . .. THIS SHEET THIS SHEET A31. LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO STREAM CROSSINGS ANO PUMP AROUNDS ...................... THIS SHEET B STORMWATER POLLUTION PREVENTION PLAN: B1. DESCRIPTION OF POTENTIAL SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 82. STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: . B3. SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION B4. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: .. BS. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: B6. RUNOFF CONTROL MEASURES B7. STORMWATER OUTLETnNLET PROTECTION LOCATIONAND SPECIFICATIONS 88. GRAD STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS BS. DEWATERING APPLICATIONS AND MANAGEMENT METHODS B10. MEASURES UTILIZED FOR WORK WITHIN WATER BODIES: B11. 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 ANO SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: B14. MATERIAL HANDLING ANO SPILL PREVENTION: 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 B15. MATERIAL HANDLING ANO STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY ......... THIS SHEET C. POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN: Cl. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LANO 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: C6. ENTITY RESPONSIBLE FOR OPERATION ANO MAINTENANCE OF POST-CONSTRUCTION STORMWATER MEASURES MAINTENANCE NOTES: 1) SILT FENCE REQUIREMENTS a. IN SPECT TH E SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. b. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. c. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE H EIGHT OF THE F ENCE AT ITS LOWEST POINT OR CAUSES THE FABRIC TO BULGE. d. TAKE CARE TO AVOID UNDERMINING THE SILT FENCE DURING CLEAN OUT. e. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE. 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. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWE EPING BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. 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 IT IS ACCUMULATED AT ONE•HALF THE DESIGN DEPTH. f. INSPECT VEGETATION AND RESEED IF NECESSARY. g. AFTER All DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE FAIRCLOTH SKIMMER ANO SEDIMENT. SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. 4) RIPRAP a. INSPECT PERIODICALLY FOR DISPLACED ROCK MATERIAL, SLUMPING, AND EROSION AT EDGES ESPECIALLY DOWNSTREAM OR DOWNSLOPE. 5) INLET PROTECTION a. INSPECT DAILY. b. REMOVE ACCUMULATED SEDIMENT FROM PAVED AREA (DO NOT FLUSH WITH WATER) AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN AN AREA WHERE IT WILL NOT REENTER THE PAVED AREA OR STORM DRAINS. c. INSPECT FOR DAMAGE BY VEHICULAR TRAFFIC AND REPAIR IF NEEDED_ d. WHEN THE CONTRJBUTING DRAINAGE AREAS HAVE BEEN STABILIZED, REMOVE INLET PROTECTION. 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 2 OF THE PLAN SET Kl. - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS, AND MAJOR ROADS: SHEET 2 OF THE PLAN SET. A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT THE PROJECT CONSISTS OF THE CONSTRUCTION OF A WATER MAIN EXTENSION AND WATER INFRASTRUCTURE TO BETTER SERVE EXISTING CUSTOMERS OF VINCENNES. THE PROJECT WILL BE OWNED BY VINCENNES WATER UTILITIES AND BE CONSTRUCTED ON EASEMENTS TO BE ACQUIRED FROM PRIVATE PROPERTY OWNERS. THE IMPROVEMENTS INCLUDE APPROXIMATELY 9,000 LINEAL FEET OF 12-INCH 0.1. CLASS 350 WATER MAIN WITH 8 MIL 'V-BIO' POLYETHYLENE ENCASEMENT, A CONTROL VALVE PIT, FIRE HYDRANTS, AND RELATED APPURTENANCES. A4 - LATITUDE ANO LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: THE APPROXIMATE LATITUDE AND LONGITUDE AT THE APPROXIMATE ENTRANCE TO THE PROJECT SITE IS: LATITUDE 38°37'34.34' N, LONGITUDE 67'31'38.94" W AS - LEGAL DESCRIPTION OF THE PROJECT SITE: A PART OF SECTION COMMON LOTS C, TOWNSHIP 2N, RANGE 10 WEST, IN VINCENNES TOWNSHIP, KNOX COUNTY. INOIANA. A6 - 11 X 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES: A REDUCED SIZE PLAN OF THE PROJECT IS INCLUDED VIA A SEPARATE ATTACHMENT. A7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS: THE PROJECT IS PARTIALLY LOCATED IN A FLOODPLAIN, FLOODWAY FRINGE OR FLOODWAY PLEASE REFER TO SHEET 3 OF THE PLAN SET. AB - LAND USE OF ALL ADJACENT PROPERTIES:THE PROPOSED PROJECT IS A LINEAR WATER MAIN EXTENSION LOCATED ON THE SOUTH SIDE OF THE CITY OF VINCENNES. THE WATER MAIN INITIALLY CONNECTS TO AN EXISTING MAIN AT THE INTERSECTION OF INDUSTRIAL PARK BOULEVARD AND KELLER ROAD, THEN EXTENDS GENERALLY SOUTH ANO EAST ACROSS AND ALONG EXISTING COUNTY ROADS KELLER ROAD AND ESSEX ROAD.. THE PROJECT IS ADJACENT TO COMMERCIAL PROPERTY USED FOR FARBEST FOODS INC. AND INDOT. THERE ARE NO EXISTING RESIDENTIAL HOMES ALONG THE PROPOSED ROUTE. OTHER ADJACENT LANO USES INCLUDE ROW CROP FARMLAND ANO OPEN FIELDS. THE PROJECT AREA IS LOCATED OUTSIDE THE URBAN CORE OF VINCENNES AND IS GENERALLY CHARACTERIZED BY AGRICULTURAL, COMMERCIAL, AND UNDEVELOPED LANDS. A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: THE SITE LIES WITHIN THE RIVER OESHEE-WABASH RIVER WATERSHED. MORE SPECIFICALLY THE SITE DRAINS TO THE SWAN DITCH SUBWATERSHEO WHICH IS NOT LISTED AS IMPAIRED. A10 - NAME(S) OF THE RECEIVING WATER($)· THE ENTIRE SITE LIES WITHIN THE RIVER DESHEE-WABASH RIVER WATERSHED. ALL RUNOFF ONSITE DRAINS TO SWAN POND DITCH (HUC 051201 13020020} VIA SHEET FLOW. A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(0) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED: THE SITE ITSELF AND SWAN POND DITCH IS NOT INCLUDED ON THE CURRENT 303(0) LIST OF IMPAIRED WATERS. FURTHER DOWNSTREAM, THE WABASH RIVER IS LISTED AS IMPAIRED. A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES: THE MOST RECENT USDA SOIL SURVEY FOR KNOX COUNTY INDICATES THE PRESENCE OF THE FOLLOWING SOIL TYPES WITHIN THE SITE BOUNDARY: ALVIN FINE SANDY LOAM, 2 TO S PERCENT SLOPES (ANB}; AYRSHIRE FINE SANDY LOAM (AY); BLOOMFIELD LOAMY FINE SAND, 2 TO 10 PERCENT SLOPES (BLB): LYLES FINE SANDY LOAM (LY); CONOTTON SANDY LOAM, 0 TO 3 PERCENT SLOPES {COA); EDWARDS VARIANT MUCK, DRAINED (ED); SELMA LOAM (SA}. THERE ARE NO CONCERNS ABOUT THE SUITABILITY OF THE SOILS FOR THE PROPOSED SITE WORK. ANY UNSUITABLE MATERIALS ENCOUNTERED DURING CONSTRUCTION WILL BE REMOVED AND PROPERLY DISPOSED OF. THE USDA SOIL MAP IS INCLUOED ON SHEET 13 OF THE PLANS. A13- IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE (CONSTRUCTION PLAN, EXISTING SITE LAYOUT): THE PROJECT SITE WILL NOT IMPACT ANY WETLANDS, LAKES, OR WATER COURSES. THE PROJECTWILL CONSTRUCTAN UNDERGROUND UTILITY CROSSING OF SWAN POND DITCH. NO IMPACT BELOW THE TOP OF BANKWILL OCCUR. THE NATIONAL WETLANDS INVENTORY MAP IS INCLUDED ON SHEET 13 OF THE PLANS. A14 - IDENTIFICAT10N OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES. NO PERMITS OR AUTHORIZATIONS WILL BE REQUIRED. ALL WATERWAY CROSSINGS WILL BE COMPLETED BY UNCASED DIRECTIONAL BORE, A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS: THE EXISTING PROJECT CORRIDOR CONSISTS OF PAVED AND GRAVEL ROAD ALONG WITH FARM LAND. A16 - EXISTING SITE TOPOGRAPHYAT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS: THE PROJECT IS LINEAR AND NO CHANGE IN EXISTING TOPOGRAPHY WILL OCCUR. A17- LOCATION($) WHERE RUN-OFF ENTERS THE PROJECT SITE: THE PROJECT IS LINEAR IN NATURE AND DOES NOT CHANGE THE EXISTING TOPOGRAPHY. WATER ENTERS THE LINEAR CORRIDOR VIA SHEET FLOW OR CONCENTRATED FLOW AS IT CURRENTLY EXISTS. NO CHANGE IN THE WAY WATER ENTERS OR LEAVES THE SITE WILL OCCUR BEFORE, DURING OR AFTER THE PROJECT. A18- LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: THE PROJECT SITE IS A LINEAL PROJECT AND THERE ARE MULTIPLE AREAS THROUGHOUT THE PROJECT WHERE RUNOFF DISCHARGES. EXISTING DISCHARGES WILL BE UNALTERED. NO POST CONSTRUCTION MEASURES WILL BE ADDEO TO REDUCE RUNOFF AS NO CHANGE IN TOPOGRAPHY OR LAND USE WILL OCCUR DUE TO THE PROJECT. All IMPROVEMENTS WILL BE MADE BELOW GRADE AND THE SITE RETURNED TO PREVIOUS CONDITION UPON COMPLETION OF UTILITY LINE INSTALLATION. A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: SEE CONSTRUCTION PLANS FOR LOCATIONS OF EXISTING STRUCTURES ON THE PROJECT SITE. Kl.0 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT: THERE ARE NO EXISTING RETENTION OR DETENTION FACILITIES ON THE EXISTING SITE. Kl.1 • LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES: THERE ARE NO KNOWN LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: THE TOTAL PROJECT CORRIDOR ANO AREA TO BE DISTURBED WITH CONSTRUCTION ACTIVITIES IN 5.02 ACRES. Kl.3 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: THE TOTAL EXPECTED AREA TO BE DISTURBED WITH CONSTRUCTION ACTIVITIES IS APPROXIMATELY 5.02 ACRES. Kl.4 - PROPOSED FINAL TOPOGRAPHY: SEE REFERENCED CONSTRUCTION DRAWINGS FOR FINAL TOPOGRAPHY. Kl.5 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE CONSTRUCTION PLANS FOR ALL LOCATIONS AND BOUNDARIES OF ANTICIPATED DISTURBED AREAS. Kl.6 - NO STORMWATER DRAINAGE SYSTEMS WILL BE USED OR CHANGED FOR THE PROPOSED PROJECT. THE PROJECT IS LINEAL AND UNDERGROUND. THE SITE TOPOGRAPHY WILL NOT CHANGE DUE TO THE PROJECT. A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATERAND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE SEE PROJECT PLAN SHEETS FOR THE LOCATIONS OF SPECIFIC POINTS WHERE CONCENTRATED STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE SITE. A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, AND COMMON AREAS: SEE CONSTRUCTION PLANS FOR LOCATION OF ALL PROPOSED IMPROVEMENTS FOR THE NEW WATER MAINS. A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILESAND BORROWAREAS: SEE PROJECT PLAN SHEETS FOR LOCATIONS OF ALL ONSITE SOIL STOCKPILE AREAS. OFFSITE STOCKPILES AND BORROW AREAS ARE NOT KNOWN AT THIS TIME. A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT: STANDARD CONSTRUCTION SUPPORT ACTIVITIES ARE EXPECTED FOR THIS PROJECT, SUCH AS STAGING AREAS. MATERIAL STORAGE AREAS, AND LOCATIONS FOR CONCRETE WASHOUTS, DUMPSTERS AND PORTABLE LATRINES AS NECESSARY. A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM CROSSINGS AND PUMP AROUNDS. THERE ARE NO IN-STREAM ACTIVITIES THATARE PLANNED FOR THE PROJECT. B STORMWATER POLLUTION PREVENTION PLAN -CONSTRUCTION COMPONENT B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES: FUEL AND LUBRICANTS FROM MACHINERY, WASTE FROM CONCRETE TRUCK WASHOUT, SANITARY WASTE FROM LATRINES, CONSTRUCTION WASTE, DOMESTIC GARBAGE, SEDIMENT FROM STORM WATER RUNOFF AND VEHICLE TRACKING, AND WINDBORNE DUST AND FERTILIZERS FROM SEEDING OPERATIONS. B2. STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: A TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD ANO EQUIPMENT STAGING AREA SHALL BE INSTALLED AT THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE INDIANA STORM WATER QUALITY MANUAL. REFER TO SHEET B FOR THE SUGGESTED LOCATION. B3. SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: TEMPORARY STABILIZATION SPECIFICATIONS: THE CONTRACTOR SHALL INITIATE SEED ANO MULCH ALL DISTURBED AREAS BY THE END OF THE SEVENTH DAY THE AREA IS LEFT IDLE. STABILIZATION MUST BE COMPLETED WITHIN FOURTEEN DAYS AFTER INITIATION. STRAW/HAY MULCH SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE AND SHALL BE ANCHORED WITH A MULCH ANCHORING TOOL OR FARM DISK. SEEDING REQUIREMENT SHALL BE IN ACCORDANCE WITH TABLE 1, LOCATED IN CHAPTER 7, PAGE 32 OF THE INOIANA STORM WATER QUALITY MANUAL, WHICH IS SUMMARIZED BELOW. 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 to 10/30 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 4D lbs. 1 to2 inch 511 lo 6/1 Sudangrass 35 lbs. 1 to 2 inch 5/1 to7/30 Buckwheat 60 lbs. 1 to 2 inch 4/15 to 6/1 Corn (broadcast) 300 lbs. 1 to 2 inch 5/11 to B/1D Sorghum 35 lbs. 1 to 2 inch 5/1 10 7/1 5 • Perennial species may be used as a temporary co.-er. especially 1flhe areas to be seeded wil remain idle for more than 1 year. •• Seedirlg done outside the optimum seedirlg dates increases lM cllances of seedi�g failure. Dates may be exlsnde-d or shortened based on the location of the proJecl sita with trnl state. THE SEED BED SHALL BE PREPARED BY APPLYING 400-600 LBS PER ACRE OF 12-12-12 FERTILIZER AND WORKING 2-4 INCHES INTO THE SOIL AND MULCHING MATERIAL APPLIED A THE RATE OF 2 TONS PER ACRE. DORMANT & FROST SEEDING SHOULD BE UTILIZED FOR SEEDING WHEN TEMPERATURES ARE TOO LOW FOR GERMINATION TO OCCUR. PERMANENT STABILIZATION SPECIFICATIONS: • THE CONTRACTOR SHALL FERTILIZE, SEED AND MULCH ALL DISTURBED AREAS WHEN FINAL GRADING ANO LANO DISTURBING OPERATIONS ARE COMPLETE. SEEDING REQUIREMENTS SHALL BE IN ACCORDANCE WITH TABLE 1 LOCATED IN CHAPTER 7, PAGES 38-39 OF THE INDIANA STORM WATER QUALITY MANUAL, SHOWN AT THE BOTTOM RIGHT, TABLE 2. • THE SEED BED SHALL BE PREPARED BY APPLYING 400-600 LBS PER ACRE OF 12-12-12 FERTILIZER AND WORKING 2-4 INCHES IN TO THE SOIL AND APPLY STRAW/HAY MULCH AT THE RATE OF 20 TONS PER ACRE. • OPTIMUM DATES FOR PERMANENT SEEDING ARE MARCH 1- MAY 10 AND AUGUST 10-SEPTEMBER 30. • TEMPORARY SEEDING SHOULD BE CONSIDERED BETWEEN MAY 10 AND AUGUST 10. • DORMANT & FROST SEEDING SHOULD BE UTILIZED WHEN TEMPERATURES ARE TOO LOW FOR GERMINATION TO OCCUR, OCTOBER 1 - MAY 9. • FINAL STABILIZATION IS ACHIEVED WHEN CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED AND PERENNIAL VEGETATIVE COVER WITH A DENSITY OF SEVENTY PERCENT HAS BEEN ESTABLISHED. B4. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOWAREAS: EROSION CONTROL BLANKETS SHALL BE INSTALLED IMMEDIATELY ON SLOPES OF CONCERN AFTER THE AREA HAS BEEN GRADED TO THE DESIGN ELEVATIONS. THE ONLY CONCENTRATED FLOWAREA ON THE SITE IS ACROSS SWAN PONO DITCH UPON CROSSING, SILT FENCE WILL BE ERECTED TO PREVENT SEDIMENT FROM ENTERING ANY CONCENTRATED FLOW AREA BS. SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: DURING EARTHWORK AND UNDERGROUND UTILITY INSTALLATION, SILT FENCE WILL BE UTILIZED AROUND THE DISTURBED AREA PERIMETER TO SLOW AND FILTER THE STORMWATER RUNOFF GENERATED FROM THIS PROJECT. STEEPER AREAS OF SHEET FLOW WHERE GRADING IS TAKING PLACE WILL NEED EROSION CONTROL BLANKETS REFER TO PROJECT PLAN SHEETS FOR LOCATIONS. B6. RUNOFF CONTROL MEASURES: THIS PROJECT INCLUDES SECURED EROSION CONTROL ELEMENTS SUCH AS SILT FENCING ANO EROSION CONTROL BLANKETS. THESE SHALL BE INSTALLED IN ACCORDANCE WITH THE INDIANA STORM WATER QUALITY MANUAL. 87. STORM WATER OUTLET / INLET PROTECTION LOCATION AND SPECIFICATIONS: NO CULVERTS OR OTHER UNDERGROUND STORMWATER STRUCTURES EXIST WITH THE EXCEPTION OF ONE INLET AT APPROXIMATELY STATION 40+00 ON SHEET 5 AN INLET PROTECTION SOCK WILL BE USED DURING CONSTRUCTION. B8. GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: THIS SHOULD NOT BE NECESSARY FOR THIS PROJECT BECAUSE LARGE AREAS ARE NOT BEING REGRADED. EROSION CONTROL BLANKETS COULD BE INSTALLED IF AREAS OF CONCERN ARISE. 89. DEWATERING APPLICATIONS AND MANAGEMENT METHODS: IF OEWATERING OCCURS FROM ANY WATER BODY AT ANY TIME DURING CONSTRUCTION, A DEWATERING FILTER BAG SHALL BE USEDTO FilTERTHE WATER PRIOR TO EXITING THE SITE. DEWATERING SHOULD BE USED TO CONTROL THE MOISTURE OF SOILS DURING GRADING OPERATIONS DURING WET WEATHER IF NECESSARY. B10. MEASURES UTILIZED FOR WORK IN WATER BODIES: A TEMPORARY PUMP AROUND WITH SANDBAGS WILL BE UTILIZED FOR THE CROSSING OF SWAN POND DITCH, IF NECESSARY. NO OTHER WORK IN WATER BODIES Will OCCUR. B11. MAINTENANCE GUIDELINES FOR EACH PROPOSED STORM WATER QUALITY MEASURE: MAINTENANCE SHALL OCCUR AS FOLLOWS: 1) ALL STORMWATER QUALITY MEASURES SHALL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH ITS RESPECTIVE MANUFACTURER'S RECOMMENDATIONS. 2) A SELF-MONITORING PROGRAM THAT INCLUDES THE FOLLOWING MUST BE IMPLEMENTED BY THE PRIME CONTRACTOR: a. A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH ½ INCH STORM EVENT ANO AT A MINIMUM OF ONE TIME PER WEEK. b. THE EVALUATION MUST ADDRESS THE MAINTENANCE OF EXISTING STORMWATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY; ANO IDENTIFY ADDITIONAL MEASURES NECESSARY TO ENSURE COMPLIANCE WITH ALL APPLICABLE STATUTES AND REGULATIONS. c. WRITTEN EVALUATION REPORTS MUST INCLUDE THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION; THE DATE OFTHE EVALUATION: PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND DETAILS OF CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED. 3) REFER TO MAINTENANCE NOTES INCLUDED ON THIS SHEET. B12 PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LANO DISTURBANCE: CONSTRUCTION SEQUENCE FOR EROSION AND SEDIMENT CONTROL CONSTRUCTION PHASE ( SPECIFIC CONSTRUCTlON 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) LIMITS. A PRECONSTRUCTION MEETING WILL BE REQUIRED TO BE HELO WITH SWPPP REVIEWER, PLAN DESIGNER AND PROJECT OWNER TO DISCUSS 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 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 AND INSTALLATION. OUTLET PROTECTION, CHANNELS) LAND CLEARING AND GRADING• BEGIN MAJOR CLEARING AND GRADING AFTER INSTALLING THE KEY (CUTTING/FILLING, GRADING DRAINS, SEDIMENT SEDIMENT ANO RUNOFF CONTROL MEASURES. TRAPS, BARRIERS, DIVERSIONS, SURFACE ROUGHENING) SURFACE STABIL1ZATION 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. LANDSCAPING AND FINAL STABILIZATION • STABILIZE ALL OPEN AREAS INCLUDING BORROW AND SPOIL AREAS. REMOVE (TOPSOIL, TREES, SHRUBS. PERMANENT SEEDING, TEMPORARY CONTROL MEASURES AND STABILIZE. MULCHING, SODDING & RIP-RAP) • MAINTENANCE - (1) INSPECT PRACTICES AT LEAST ONCE A WEEK, & (2) MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF RAINFALL. B13. PROVISIONS FOR EROSION & SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: NOT APPLICABLE B14. MATERIAL HANDLING AND SPILL PREVENTION: THE CONTRACTOR SHALL NOTIFY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (1.800.233.7745) WHEN SPILLS OCCUR AND THREATEN WATER QUALITY DUE TO STORM WATER RUNOFF ALL MATERIAL SHALL BE USED, INSTALLED AND DISPOSED OF IN ACCORDANCE WITH ITS MANUFACTURER'S INSTRUCTIONS AND AS REQUIRED BY GOVERNING AGENCIES. THE CONTRACTOR SHALL KEEP MANUFACTURER'S LABELS AND MATERIAL SAFETY DATA SHEETS (MSDS) ON SITE. • THE CONTRACTOR SHALL MONITOR EQUIPMENT AND THEIR PARKING AREAS FOR LEAKS. B15. MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY · • ALL MATERIALS USED ON-SITE SHALL BE STORED IN AN ORDERLY MANNER AND IN APPROVED CONTAINERS. MATERIALS SHALL BE KEPT IN THEIR ORIGINAL PACKAGING WITH THE MANUFACTURER'S LABELS UNTIL READY FOR INSTALLATION. ALL PIPES ANO FITTINGS WILL BE DELIVERED TO THE SITE, OFFLOADED, AND THEN INSTALLED BY CONSTRUCTION EQUIPMENT LABORERS • THE CONTRACTOR SHALL UTILIZE RE-SEALABLE CONTAINERS WHEN STORING UNUSED MATERIALS SUSCEPTIBLE TO SPILLAGE. • APPROPRIATE MEASURES MUST BE IMPLEMENTED TO MANAGE WASTES OR UNUSED BUILDING MATERIALS INCLUDING, BUT NOT LIMITED TO GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER. CONCRETE OR CEMENTITIOUS WASHOUT WATER, MORTAR/MASONRY PRODUCTS, SOIL STABILIZERS, LIME STABILIZATION MATERIALS AND OTHER SUBSTANCES. WASTE AND UNUSED BUILDING MATERIALS MUST BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE STATUTES AND REGULATIONS. PROPER STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES, ANO SPILL PREVENTION AND CLEAN-UP MEASURES MUST BE IMPLEMENTED TO MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE THE SURFACE OR GROUNDWATER OR DEGRADE SOIL QUALITY. THE LOCATION OF CONCRETE OR CEMENTITIOUSWASHOUTAREAS MUST BE CLEARLY POSTED SO ALL CONTRACTORS ANO SUB-CONTRACTORS ARE AWARE OF THE LOCATION. WASH WATER MUST BE DIRECTED INTO LEAK-PROOF CONTAINERS OR LEAK-PROOF CONTAINMENT AREAS WHICH ARE LOCATED AND DESIGNED TO DIVERT STORMWATER RUNOFF AWAY FROM THE MEASURE AND SIZED TO PREVENT THE DISCHARGE AND/OR OVERFLOW OF THE WASH WATER. C STORMWATER POLLUTION PREVENTION PLAN - POST CONSTRUCTION COMPONENT C1 DESCRIPTION OF POLLUTANTS ANO THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE OIL, GREASE, ANTIFREEZE, BRAKE FLUID, BRAKE DUST, RUBBER FRAGMENTS, GASOLINE, DIESEL FUEL, OTHER HYDROCARBONS AND METALS FROM VEHICULAR SOURCES. GRIT (SEDIMENT) FROM WEARING OF THE ROAD SURFACE ANO FALLING OFF VEHICULAR SOURCES. TRASH, BACTERIA ANO BIOLOGICAL AGENTS IN TRASH, FROM UTTERING OR IMPROPER DISPOSAL OR STORAGE. PESTICIDES, HERBICIDES ANO FERTILIZERS FROM LAWN / LANDSCAPING MAINTENANCE APPLICATIONS ELEVATED RECEIVING WATER TEMPERATURE FROM 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 ABSORPTION MATERIALS TO CLEAN UP SUCH HYDROCARBON POLLUTANTS. THE OWNER SHALL PERIODICALLY MONITOR THE SITE FOR TRASH, DEBRIS ANO GRIT DEPOSITED ON SITE. THE OWNERSHALL PICK UP OESRIS AND DISPOSE OF IN ANAPPROVED MANNER. THE OWNER SHALL MINIMIZE LAWN I LANDSCAPING CHEMICAL APPLICATIONS THE OWNER SHALL MAINTAIN THE ROCK CHECK DAMS ANO KEEP THE OUTLET STRUCTURES IN GOOD WORKING ORDER THE OWNER SHALL MAINTAIN THE STORM SEWER NETWORK (STORMWATER INLETS AND PIPE) IN GOOD WORKING ORDER THE STORM SEWER PIPE NETWORK AND ROCK CHECK DAMS WILL HELP LOWER THE TEMPERATURE OF THE STORM WATER RUNOFF BEFORE IT DISCHARGES TO THE RECEIVING WATER. C3 PLAN DETAILS FOR EACH STORMWATER MEASURE: REFERTO PROJECT PLAN SHEETS FOR THE LOCATIONS OF THE RESPECTIVE CONTROL MEASURES. DIMENSIONS, SPECIFICATIONS AND DETAILS OF THE MEASURES ARE DEPICTED FROM THE INDIANA STORM WATER QUALITY MANUAL ON SHEET 11. OTHER PRACTICES WHICH MAY BE IMPLEMENTED SHALL BE UTILIZED AND INSTALLED IN ACCORDANCE WITI-1 THE MANUFACTURER'S INSTRUCTIONS. C4. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: SITE MONITORING FOR TRASH, DEBRIS ANO DEPOSITED POLLUTANTS SHALL BE A DAILY ROUTINE. • THE TEMPORARY SEDIMENT TRAP WILL BE CONVERTED TO A ROCK CHECK DAM AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED AND STORM DRAINS HAVE BEEN FLUSHED. • ONCE CONSTRUCTION IS COMPLETE, PERMANENT SEEDING WILL BE APPLIED TO THE ENTIRE DISTURBED AREA EXCLUDING THE ROAD. • 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 APPROVED BY THEIR RESPECTIVE AGENCIES. C5. DESCRIPTION OF MAINTENANCE GUIDELINES FOR PROPOSED POST CONSTRUCTION WATER QUALITY MEASURES: • SITE MONITORING FOR TRASH, DEBRIS AND DEPOSITED POLLUTANTS SHALL BE A DAILY ROUTINE AND SHALL BE THE RESPONSIBILITY OF THE OWNER. • THE OWNER SHALL MAINTAIN ALL STORM STRUCTURES, PIPES, AND ROCK CHECK DAMS. VISUALLY INSPECT FOR LEAKS OBSTRUCTIONS AT REGULAR INTERVALS. C6. ENTITY RESPONSIBLE FOR OPERATION AND MAINTENANCE OF POST-CONSTRUCTION STORMWATER MEASURES: UPON COMPLETION OF THE PROJECT, THE CITY OF VINCENNES WILL BE RESPONSIBLE FOR OPERATION ANO MAINTENANCE OF POST CONSTRUCTION STORMWATER MEASURES. Table 2. Permanent Seeding Recommendations Onen Low Maintenance A.reas (1emaini.11g idle more than six months) Seed mixtures I Perennial ryegrass white clover• 2. Perennial ryegrass -tall fescue** 3. Tall fescue** -white clover* Rate pe:i Acre Pure Live Seed 70 lbs. 2 lbs. 70 lbs. 50 lbs. 70 lbs. 2 lbs. Steep Banks �nd Cuts Low Mai111euance Areas (not mowed) - ' Seed mixtures Rate per Acre Pure Live Seed I. Smooth b1ome grass 35 lbs. - red clover* 20 lbs. 2. Ta!l fescHe** 50 1bs -while clover* 2 lbs. 3. Tall fescue** 50 lbs. - red clover• 20 lbs. 4. Orchard grass 30 lbs_ - red clover* 20 lbs. - white clover* 2 lbs. 5. Crownvetch* l 2 lbs. -tall fescue..,_ 30 lbs. Lawns and Hicl1 Maintenance !\Teas - Seed mixtures Rate per Acre Pure Live Seed L Blue!>"'rnSS 140 lbs. 2. Perel1llial ryegrass 60 lbs. (turf tvne) 90 lbs. 3_ Tall fescue (turf type)** 170 !bs. - blue11rass 30 lbs. Channels aud Aleas of Coucentrated Flow Seed mixhlres Rate per Acre Pwe Live Seed L Perennial ryegrass 150 lbs. -white• 2 lbs. 2. Kentud-.y blueg1ass 20 lbs. - smooth biomegrass 10 lbs. - swi1chgrass 3 lbs. - timothy 4 lbs. -perennial ryegrass 10 lbs. - white clover.,. 2 lhs. 3.Tall fescue* 150 lbs. -white clover** 2 lbs. 4. Tall fescue..,_ 150 lbs. -peiennial ryegrass 20 lbs. - Kentucky bluegrass 20 lbs. Optimum Soil pH 5.6 to 7.0 5.6 (0 7.0 5.5 to 7.5 Optmmm Soil pH 5 5 to7.0 5.5 to 7.5 5.5 to 7.5 5.6 to 7.0 5 6 to7.0 Opti.trn1m Soil pH 5.S to 7.0 5.6 to 7.0 5.6 to 7.5 Optimum Soi! pH 5.5 to 7.0 .'i.'.' to 7.5 5.5 to 7.5 5.5 to 7.5 • F01 best results. (a) legume seed sl,ould be inoculated. (b) seed,ug 1mX1UJes conrnmmg legumes should p,efembly be spnng seeded, �ltl,o\lgh ,he grass may I.>, fall-seeded and the legume fros1•seeded, (c) 1flegnrnes are fall-seede<l. do so iu e3rly fail. u Tall fescue pr0>·ides little co,·ei for. aud urny be toxic to. some specie� ofwildhfe. STORMWATER POLLUTION PREVENTION PLAN REVISIONS 08/01/2025 BID SET I C 2025 Midwestern Engineers. Inc. S02 We�t Broadway Street P.O. Box 295 Loogootee, lntlian,i 47553 DATE AUGUST 2025 DESIGN LK.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 10 1 0 OF 1 3 FILE NUMBER 451 01 I Do Not Use Plan Previews for Take Off

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