0 0 0 ,_., u 0 0 < u 0 0 w ,w <w m" "' N< -o � -, 11 �o R� � -o m• ,, Cl ' .o .� :"1 Sw Or w 9 "j > ' - ,I 20 � ., i4 NO " au � zZ , 8� - C <al ,< 0� :r 5 N 55 , . <o J8" 111,.,-N !lllll Solis .. □ Soil Map-Spencer County, Indiana �1'(1 Scale: 1:2,460 f Jrtm! m A� (8.5" a 11") ,;heel ----------------�,- 0 100 :Ill 400 00J Mapprojlnbn: W>llM<!Uikir OmeraxJIOIM;es: WGSS4 G:lge lies: I.JIM 2cm 16N IVG� Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey ' ; P1a2g/3e01120of243 National Flood Hazard Layer FIRMette ;Jfi FEMA 0 500 1,000 1,500 Basemap lmat&ry Source: USGS National Map 2023 Legend Sff Flli lll'PORI FOil 0UNL£0 L[GfNO ANO INOEX MAP FOO FIRM AANEL IAYOUJ H SP A E Z C AR IA Dl A FL R O E O A DS Witholll SU., Flood Elev>rtlon (BFE) 1'>,,J,o.V/199 With BfE Of D<,pth z-OE. ..0. ,I/\ VE N< Rell'.ula!ory Floodv.ay d o 0u l e .2 � p 1 a % t % o h A o a To n l n s n l n s e u u . t a . a h . l l a C t < h n : h h a O a M n n M o c CI n e f I e o F f5 o l l o o t q o o o u d d r a w w H ra i 1 i t 1 t m h , h 1 1 I i d r I l d V e n e 1 , , A r ln _ a , . a e t g " a , e � AFC uhr et•uan, ecweiCt Fch l noRdoe �d< li ouH ncaes: :d, 1, rF%dl <A?i -ono n Ru• iasl k d u e t o OTHER AREAS OF FLOOD HAZARD ' Area w�h Flood Risk due lo U'l,·ee.t""" n NOSCffEEN Area ol Minimal Flood Hazard �t Elfe<tl•e LOMR• OltlER AREAS ArM of Undetermined Ffood Hazard Z"""D GENERAL Ct,annel. Culvert. or Storm SewM STRUCTURES 1 , , 1, 1 , Le•""- Oike, or Fl<><>dw•II B�2 0• 2 WCroestesr SSeucrtfiaocnes Ewlemv,a1ti%onAnnuol Cheace , Coostal Tranoect _,.,_ Ba•" Flood El.,.,,tion Une {BFE) = Limit of Study --- - ---- JCuor.itssdt ai cl tTl or annBsoeuc nt dBaersye l i n e F E A OT UT RH EERS _- -_- PHryodfri ol e� rBaepshei lci nFee a t u r e MAP PANELS Unm�pped pT hoeinpt i"n"dlelscptelodybeyd tohne tuh"e"mr aanpdisdoaen&approximate r,ot represent ea euthorita!lll10 property ic,cetkm. dTT hhl i ielst fbmt ll l fa6 l fpol moc doa mmp psa hl Ji oe> S wsi twn �ci t olhsmFnEpoMl ti eAv so' si wdis ttHha nFddEe•Mor odArs'i st >t obe dra tbsheeeml ouawspe. o l T aw 8 h o u a c e l • u t , f e r o lo f x r t i o c p ta y d o t r s i h t s t e a e a d , n N a d o r F a n d H r d ; 1 L n s 2 l w o, 3er mb0 o,. 2.t 0,i ,o; v2n; ,c;te .., ;id peSr r o: i 3ov 0&i dd Pe ddMi r be yac n!Fl dyE Mf< ll Aoo em. •T \hnhioset m a p rtbei me! cl eeo.cmtT hec eh•auf \nlpFgeH,r.L�. ao nr da mebteyt n& nCdtemi wv ee dni ent ,t!;aos ruo mbv eeo re! T qtoi mun eemn. ta tyo c! hh ei sn td ee t oe r e n d Tel ehl egi mes nmedna, tpss cidamol eaniDo: eel r i a,o mpvpoaei pda rci: ir ebt hee etsi eoomnn ead pao triemm. caoog, mee r may , l uf ti not i ioet dyf oi adl ol e-onnwet l i nlf ai(ebr mes l. sa ,p uF InRmMa ,p, .p, ne edl annudmut n> emr . oednedr Fn il zReMd aerf ef fe ,f;l icvaendnaotte . M a p i m a g , . . f o r be =d for rett,latory purpo,.es. FLOAT TOP VIEW WWIAT THE RT REANSTHR YS CURNEI ET N O OR IRFIIZCOENOT APLE NTI NUGB EI NWSIITDHE AT H E CONSTANT HYDRAULIC HEAD {SBCAHRERDEULL EOR4 0A PR MV C) P I P E LEXIBLE HOSE GENERAL NOTES: DMFA E A T I N R E U C R L F M O A I T CN H T IN U G S R K E D I R MR MA W E IN IL R A L ® G C E F R L C E O A A W L T CE R UA A L T AE S T S I I OG W NN E I S F R . I C E A UN U T T S I LE I D D Z E INV A G I S A T A T IO H P N E R O T B O D A US T C IS H T E O F DF R E O D S M E IG S NA IG NN A NA W D L H T EE M R N U N SATTIBVEE APPROVED AND RECALCULATED BY THE DESIGN ENGINEER. 32.. PPRROOPPEERR OD RE SI FI IGCNE MOUPSETN I NBGE MC UOSMTP LBEET E DS E LTEOC TMEIDN I MTIOZ E E NPSI PUI NRGE AP ROONUD N DD R ADIINS SC HIANR GCEO RPRI PE EC.T AAMCOHUANNTGOE.F TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT 45 .. EE MM BE RAGNEKNMCEYN TS PMI LULSWTABY E MCUOSMT PBAEC TCEODR RT OE C DT LEYS I GSNI Z ESDP EACNI FDI C EART OI OSNI OS N. P R O T I C T I O N 6. D E IN R ISS O C T S A H IO L A L RN E G D P EREONTOECOTIFONTHMEUSPTIPEB.E INSTALLED ALONG THE EMBANKMENT AND AT THE 8 7 . . INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER. EAINGDHTINSSITZREUSCOTIFONSSKIMOMNERWSEBARSEITEAVFAOIRLAEBALCE,H RSEIFZEER. TO THE FLOW SHEET, CUT SHEET, 9. BARREL PIPE SHOULD BE 1.4 X DEPTI-1 OF THE BASIN TO ENSURE PROPER FUNCTION. ARTHEN EMBANKMENT MERGENCY SPILLWAY SCHEDULE 40 PVC PIPE (BARREL OR ARM) FLEXIBLE HOSE PVC VENT PIPE LOAT P OOT ECNCTUIRA.L FPORRO PPEI PRI NDGE SCIAG NN TO MINIMIZE DISCHARGE AROUND PIPE MUST OCCUR. L = 1.4 x DEPTH TO THE OVERFLOW D I SSCCHHAERDGUEL EP I P4 0E SIDE VIEW (NO SCALE) MAINTAIN DEPRESSION TO MINIMIZE CHANCE OF SKIMMER BECOMING STUCK MINIMUM U:NGTH APPLJES DRAWN BY T. R. EVANS 06/2J FAIRCLOTH SKIMMER® DISCHARGE SYSTEM WITH EMBANKMENT TWE LWE 'WF. FA . P F H . X . . _ O . , : R _ ,R NC ( C I E 9 . L : O 1 O 9 l ( T l ) 9 , H 1 7 S 9 S 3 K ) K 2 IM IM 7 - M M J 1 E 2 2 E R- R 6 . 6 1 C 2 O ° M " EM.._,L: SAU:SOfAIRCLOTHSKIMMER.COM • - z 0 U) I- � w u � t- .., .o <t(- .... wz p:: ;_;!-- U) '--, 0 > w 0:: c- LL� co:: oOOo=, u.. Zz0 <( os:� :c u�w u u !l:'. z 0 w � I- "' - ..J w Soil MaP--Spencer County, Indiana REVISIONS MAP LEGEND MAP INFORMATION est (AOI) The soil surveys that comprise your AOI were mapped at 11 spon Area keJJoflnterest(AOI) 1:15,800. 0 Stony Spot Soll Map Untt Polygol1'S � Soll Map Uni! Lines , SoH Ma.,,, Unit Points � .. V\11e/ertySSptooo! y Spo! °""' Sp&isl Une Fea!Ures I Waming: Soil Map may not be valid at this scale. I l m E in n i e s la u pr n l g a d e c e m e rs m e t n a e n t n o d t f . i n T m g h a e o p f s m t h ba e e p y s d o e dn t o a d i l n t o h o e f t m s s h c a o a p w l p e i t n o n g f e m a s n ma d p a p a ll i c n a c g r u e c r a a a s c n y o c f o a fussoei l S�lal Point Features I contrasting soils 1hat could have been shown at a more detailed I scale. "' 1111 )I( 0 X,. 0 A. • "' 0 0 y + :-: ... � l> ,. NC ao nt usrea rlvRaet isoonuSr ceer vs i c e """" BCol ar yr oSwpPo tt t CGlro,,svee<l! PDitepre�o,n Gra11elly Spot """" M MLa i a n v r e a s h o F r l o a r Qw s u wa a rr m y p MP el srcnenlnl al enl eWo uast eWr a t e r SReo cl i nkeOSupt cor1o p SSeavnedryelSypEorfoded Spot SS ll ni dkehoo lreS l i p Sodlc Spot Water FeaturSetrseams and Canals TraHn-stportatiRoanns - Interstate Highways VMSa j oRroRu ot easd s Local Roaas Ba•ckgroumlAerial Pt>otography Web Soil Survey National Cooperative Soil Survey Pmleeaassuereremlyeonntstne bar scale on each map sheet for map WSoeubrcSeooilfSMuarvpe: y UNRaLtu:ral Resources Conservation Service M pCr o a o o p je r s d c i f t n i r o o a n m te . w t S h h e yi s c W t h e em p b r : e S s o e W i r l v e S e b u s M r d v i ee re y rc c a a ti r t o e o n r b ( a a E n s P d e S d sG h o : a n 3 p 8 t e h 5 e7 b ) u W t edbistMoretsrcator dAi lsbtearnsc ee qaunadl - aarreeaa . cAo npi cr o pj er cotj ieocnt i ot hna, t sphroeusledr vbees uasreeda ,i f smu cohr ea s t n e o T a f h c c 1 is h u e r p a r ut o e e d r c u s a i c o l t c n i u s d l a g a t e t i e o n ( n e s s r ) a o l t is e f t d d e i d s tr t oa b m n e c l o t e h w e o. rUaSreDaAa- NreRrCeqSucireertdi.fied data as SS ou irl vSeuy rAv er eyaAOr eo 1at a: : SVpeernsci oenr C2 5o .uAn tL y! g, I2n3d.i a2n0a2 4 S1 :o5il0m,00a0p uonr iltasrgaerer labeled (as space allows) for map scales 2D1a.te2(0s2)2aerial images were photographed: Jun 15, 2022-Jul Tc ohme poirl et hdo pa hnodl od i goirt ioz et hde rp br oabsaeb ml y adpi f foenr swf rhoi cmh tthhee bsaoci l kl gi nreosu nwde r e si mh iaf tgi negr yodf i smpal apyuendi tobnotuhnedsaer ime sa pmsa. yAbs ea erveisduel nt , t s. o m e m i n o r P1 2a /g3e0 122 o0 f2 34 T.0.B. =4B 1. DO' 12" FES TOP OF / 12, HDPE OUTLET PIPE ""' ,,/ /��*',"""-. ' _,.,..--INSTALL NAG. C350--� BERLAONSIKOENTSCONTROL / 0 5' DEPTH •• , "' >'V» 4 1 BOTTOM ELEV -48050' y;>::_y� /, 1/�/<"0 � �0" // /V1/Y>Y>Y1//>Y1//)\y1//� ,' I �t-------, EMERGENCY OVERFLOW NOTTO SCALE WET BASIN No. 1 BOTTOM ELEV: 474. 00 NORMAL POOL ELEV: 478 00 120YYEEAARR FFLLOOOODD:: 4477995. 9 9 7 100YEAR FLOOD: 480.43 TP OF BANK: 418 .00 OUTLET PIPE: 12"HDPE W/ REVETMENT RIPRAP PRREOQV UI DI REEDDSST TOORRAAGGEE1: 61 ,, 03 00 00 CC FF BASIN CAPACITY: 54% EMERGENCY OVERFLOW: 480 50 1 10YR =47997 2YR =47959 WET BASIN No. 1 DETAIL SCALE: 1"=5' EROSION CONTROL PLAN DETAILS 42/ 52/ 5 BID SET CM8 0 i 2d2 0wW2e5��st ct rBn r oE .nt d) !wi nacyc rSs t. r eI nec1 PL.oOo.gBoootxee2.9I5ndiana 47553 DAlc APRIL 2025 DESIGN CWRL'.EKPL'.BDH DRAWN DR K L'.M iw.KW Q.C. CHECK PROJECT NUMBER 2024072-02 37 37 OF 45 I FILE NUMBER I 44717 Do Not Use Plan Previews for Take Off
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