Midwestern Engineers, Inc. Plan Preview

� > w � ' < � 0 oo' � , - w 0 0 z < w � < z < r � w z �z < r z Q �� 0 w � r z w � w �� " � � w '" � " � � " � < �� mw " oc 0 I zj - - .0 N� � ;g - - ,_ i::l ' �o Q � :� -a •w t 0� s!i -o = ,� LI •c " "' 00 <) wz .. • z- ao C o< " <) -� g '-- -� , . <o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • I I I I I I I I I I I -: - 1 I I >) I I I I . , I ' ,w;,<-----�: I I I / ( / ', ! ' ' , ' " - �.,.,- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' • ' r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' / ' ' ",, -� -- ' ' ', LINE) AND-� ' ' ' ' ' ' ' ' "ENCi: LINE ' • ' ' ' ', ' , ' ' I •, ',, I I I I I ' ' ' •, ' I I I I I I I I I I I C' " e ' , ' I I I I I I I I I I I I I I C • I " ,, I I I I I I I I • I I I I TEMPORARY BENCH MARK --- oee---- - oee-- --- ' ,, ' ' oee------ � '" - �P, cl- --- - '" - ---- - I I I I I I I 0 ' I I I I I I I I OH�---- -- TREE LINE ; I I I I I I I I oee------ oee---- - ft I I '-/ � ,, I dJ' .J' .,. 1 -· ," I I ' I I I I I ' I I I I ,.,.,.,.,,.. ... .... -- ' I ' I I I I i I I I I i I I ('_,,,., ,, ,' I I , I ), I I I I I ' - ' I I I I I o I I j � I fu ' I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I J.. I "ii. / ' I I I I l I I I " I d I I I I 1 o:! I , I I I I / '"' - ------ '"' ------ ,,, ______ _ I ' I I I SCALE: I I I I I I I 0 I I I ' / I I I I I I I I 5 ,/ I I I / I I I ' I / I oee------ = '"------'.! OHF.---- - BORING LOG Alt & WitzigEnfJneering, Inc. CLIENT Midwestern Engineers, Inc. BORING# 8-1 PROJECT NAME 200K Gallon Water Tarik South S'te ALT&WITZIG FILE#�2�0e\i =0�06�0�- - PROJECTLOC- ATK >N -�Re�o,I�'------------ DRILLING and SAMPLING INFORMATlON 10127120 D�eCoonple!ecl 10/27120 Booiog Method HSA Spoon Sample<oo )40 tt,s_ 30 in. --'-" Or i lle< D. Mcwherter Rig Type D-50 Track ATV STRATA SOIL CLASSIFICATION ELEV. SURFACE ELEVATION472.0 471.7 - 467.5 - - 480.0 -, - - 452.0_:: - - 446.0 Sample Typa SS -OriYenSplitSpoon ST . Pressed Shall')'Tube CA -G«llWlUOOS Flight /\IJ;I« RC . Roel<Co<• CLJ -Cultings CT -C'.onhnuousTube TOProL BfCWI\ SILT,,;m a Trace ofClay Bro."11 S1L7 8""""$IllyCL A Y -Weathered SKALE End or Booir,g at 26 feel 111 X h � � � i! .. ' • H B l • i ,. oa •• •< ""u ,., � ' " � ,., � ' - ' " I-I- ' " � ,0 '7 " � !2.0 � " ' ss I- 20.0 � '" - • " I- " 26.0 G,oo,,_. O DuringOriffing ________l )fy.JL ':J. At ComlJlelion cyyn. BORING LOG TEST DATA h i! • ,t I !l ·" jf !' E el " ,, i _, ls 1, _ ;;,� H' rn ' ' ' ' " "" ,. 23.1 ,., ,., 20.5 '·' 26.9 " 24 3 ,, ,, 16.3 BoringM<ll!>od 1-lSA . 1-idl<MBlem Auge,,, CFA .Co,,tincousFlightAuger$ oc DnviT'lll casing MO • Mud Oriling " P"ll" 1 of Alt & Witzig Enfineering, Inc. CLIENT Midwestern Engineers, Inc. BORING# 8-J PROJECT NAME 200K Gallon Water Tank South Site ALT&IMTZIGFILEl, �2�0�EVu0�060�--- - PROJECT LOCATION �"�·�·�'�' ---------- - - ORILLING MdSAMPLING INFORMATION Pate S\af\e:1 10127120 Hammc<IM. "' , . Date G«l1p1e<e<1 10127120 Hamme< Drop " '" Boring Math<xl HSA Spcm Sampler00 --'- ' Driller D. Mcwherter Rig Type D-50 Track ATV S TRATA c- --- -'°-"_c_us_ s »_1 C A _>_1"' -----i .'l;;. "' 11 ! ELEV. SURFACE ELEVATION 473.0 � g !� j :l!: - Brown SILTwilh a Traceor 03)> ' - 466.5 ., -'. ' ·� ..::3 s,.,,,.n SILT - . -'" - • - 461.0 - - ---------< 12.a -' - " • - 6rCW'l SiltyCLAY - " - 452.0 21.0 - i3r=n WeatheredSHALE 449.0 24.0 Eoo ofBoringat 24 feet S.m®Type Groun"""ler s, " S5 " s, S5 S5 .Onven Si:itl Spoon ST .Prt>swl St,dby Tube CA • G«ltinuoos FlignlAug,,r RC · Roel<Coo3 O Our iflll P,ilirl g o,y" � Atc«n,:,e!ion --= CU ·CU!Ofl\l• CT . ContinOOJs Tube " '" ' ; ' ' " TEST OATA ' ' '·' 22.0 17.9 rn u 25.5 , .. 24.6 '' 17.9 \4.2 BoringMethod HSA • fi<lll<>N Stem Augers CFA ContinuousFlightAugers oc . Orilringeas.,g MO - MOOOriAtng BORING LOG Alt& WilZigEnfjneeringfnc. CLIENT Midwestern Engineers, Inc. BORING# 8-2 PROJECT NAME 200K Gallon Water Tank South Site Al_T&WITZJG FILE#�2�0�E Vu0�06�0�---- PROJECTI..OCATION �R�e�oLl l�'--------- - - DRILLINGMdSAMPllNG INFQl,MATIQN Date Slarled 10127/20 DateComlllelOO 10/27120 _,_ -"-SA-__ Dr i lor D. McWherter KammerY'A 140 lt>s. K.lmn\ef0mp 30 in. SpoonSampler OD --'-• Ri gTyµe0-50 Track ATV " �-�------ - - -��-c--,xl� ... i'i "' SOIL CLASSIFICATION STR A TA 1-- - ----- ---j !'l [ "'J! !_ ELEV. SURFACE ELEVAT10N473.6 �g !� t� . . ' • hl l "" TOPSOIL !lro.l>nSilt),CLAY with a Traceof$and 469.1 B'™""SILT ,., ,., 10 4 SS 461.6 ---------- - 12.0 e«,.,n SiltyCLAY 15 6 SS 457.6 _____ ______, 18.0 H7.6 5amcfeTyoo ss .DrivenSplit Sp;'.IO<I ST .PressedShat>/ Tube CA . o,moiuoos Flight Auger RC · Roel<Co<e cu .Cuttings 6r""'1 Si lty SandyCLAY Brown Waathe<ed SHALE EndofBorir,g al 26 feet '"" '" ' ss " ' " 26.0 (;roo""""'ler , OUr;ng Orilllng pry n. ll A!Com(lleti<ll'I p,yn. TEST OATA 11 11 I ,! !l •• it ! ! ' u< u · >! r� ,: _, 1, 1, _, t£ OU "" 1� " 4.S 20.7 " 16.0 ,., 16.6 ' ' ' ' 24.7 " 17.8 " ,., \7.1 , oo· -- Bor� HSA - fioik>N StemAuger,; CFA -Con!<raJOOsFfil,:lt/lugerS 0G • Oriving Casing MO • MuclOrifOng , ! " CT • G«ltll1lJOtJS Tube Page 1 of 1 ! i i s i ' 0 ! ' ! ' " t I � • ' g MAIEBIALGRAPHICS LEGEt:11:! � c_L·ML: uses Low Plasloity S1HyCl/ly � CL: uses Low Plastic,ty SandyClay �ML: uses s;n e SKALE: Sflale II TOPSOIL �WEAT1"EREO Sf!ALE SQILEBQEEBIYSrM&S N· Standard "N"pene/ralion value. Blows per loot of a 14()./b hamnwr /ailing 30" ()fl a 2" O.D. spl#-spOOn. Qu:Unconlined Compressive Strength, ts/ PP:Pocket Penetrome!er. 1st LL: Liquid Umil, % PL: Plastic Limit, % PL P/11sticity index, % 0 ' ' 1t D:BILUt:IG at:il:! SAMELlt:IGfil'.Ml:lQLS !:iBQl.lliQWATERSYMBQ!.S Apparent water level noted while dril/."ng. Apparent water /eve/ noted (1/X)fl compl!llion. SAMP!.i;ESYMaQ!.S. � SS: Spfil Spoon Apparent water level noted upon delayed time. Bl;L,h!ly'J; Q:Er-lSIIY a. C:Qt:l�SI!:l.t:lc:Y!:iLMSIElt;AIIQt:I (t!!Qt:l�Ql:lf.Sllll;.SQJLSl lli3M BWWSPER FOOT Very Loose 0 • 5 Loose 6 - 10 Medium Dense 11 - 30 Dense 31 - 50 Very Dense >S, BliL6Illll;.Qf.t:ll:i!IXIC:Qt:ISISTANC:Y C:LASSIE!C:ATIQt! (CQl:lESJVESQILSl lli3M BLOWSPERFOOT Very Soft . ' Soft ' 5 Medium Stiff 6. ,0 Stiff 11 ·15 Very Stiff 16 • 30 Haro >3' Alt & WitzigEngineering, Inc. GENERALNOTES 4105 West 9Sth St. Project: 200K Gallon Water Tank, South Site Carmel, IN Telephone: (317) 875-7000 Location: Reo. IN Fax: (317) 876-3705 Number: 20EV0060 SOIL BORING LOCATION SCHEDULE NORTHING EASTING LATITUDE LONGITUDE EX, ELEVATION DESCRIPTION B-1 969167.4710 2943206.7330 N37'54'32.68" W87'06'59.08" 437.58 BORE LOCATION B-2 969146.3942 2943212,1242 N37'54'32.47" W87'06'59,01" 473.65 BORE LOCATION B-3 969123.1570 2943217.8480 N37'54'32.24" W87'06'59.94" 473.44 BORE LOCATION SITE SURVEY LOCATION SCHEDULE NORTHING EASTING LATITUDE LONGITUDE EX. ELEVATION DESCRIPTION TANK CENTER 969167.4710 2943206.7586 N37'54'32.53" W87'06'59.08" C,P #1 969127.3660 2943180,6300 N37'54'32,28" W87'06'59.41" 472.54 )1;,"REBAR C.P. #2 969205,9030 2942738.5860 N37'54'33.06" W87'07'04.92" 467.90 )1;,"REBAR T.B.M, 969045,8970 2943160.9870 N37'54'32.48" W87'06'59.65" 473.49 RR SPIKE N, SIDE PWP PROPOSED TANK SOIL BORING LOCATION MAP AND SOIL BORING LOGS REVISIONS 4-2-2024 -�] G ::l " - _. 0 U � .:: s "' "' <, " � BID SET C 2023 Midwestern Engineers. Inc. 802 West llroa�way Street P 0. Bo., 195 Loogootee. !n,liana 47553 DATE NOV. 2023 DESIGN J,W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 4 4 OF 10 I FllE NUMBER I 43621 Do Not Use Plan Previews for Take Off