Laserfiche WebLink
Feet B By <br /> MSL Proposed Proposed <br /> EW15 PW30 EW-18A/B BSW PW43 FVd-19 PW41 PW42 PW25 <br /> 3o PW26&28 <br /> PW10 EW-06 <br /> I <br /> 10 a <br /> 84000 NO <br /> -10 <br /> -30 a s" <br /> a <br /> ML <br /> -50 2E 0 -67 <br /> sv1 <br /> 180 920 <br /> -70 — <br /> NO <br /> -90 NO <br /> i w ND <br /> 1 3800 = s++.70 a NO a ND <br /> -110 <br /> s.. <br /> _ a 25 x NO NO <br /> 5800 <br /> 320 � _" <br /> IS-MR <br /> 7.7J y, NO ND <br /> -130 - s"' ND ND <br /> 59NO N <br /> -150 _360 <br /> 56 ND a NO <br /> .L Isi <br /> -170 ND CL <br /> NO _ NO <br /> No a <br /> -190 __ s sv. 16 ` ND ND <br /> a ND <br /> 20 ND s <br /> -210 ;/_ 3100_ NO N <br /> 52 <br /> 690 sw 600 w NO <br /> _ n 300 <br /> 8 4J NO <br /> -230 _ 730 -- ND NO <br /> _ <br /> 73 w 730 NO NO <br /> 770 <br /> -250 <br /> Corcoran Clay <br /> -270 <br /> Notes. Cross Section Horizontal Scale <br /> an clay O SuBolana greater than 16 uyL Site Characterization Section B-B'With Proposed <br /> Mi=SN ❑ «o� �Suffolanegreaterthan160ug/L 0 250 500 feet I_ r " i ! 1p }Y•r Extraction Wells <br /> SC=Clayey send ❑ Clay or sin - ` v <br /> sueolane greater man 1600 ug/L •a Glenn Springs Holdings <br /> sM=sats sand Lathrop,CA <br /> SP=Stly Graded Santl ❑ SdN Sand or Clayey band - I - <br /> y DevmtowarcrAugust2ole 12.5 x vertical exaggeration _ ti n tip_ <br /> SW=WeN Gradedsantl `•j.. L - S i' '' i �OSS/[1CBCG Figure <br /> GP=Poorly Graded Gravel Sand or Gravel L <br /> GW=Well Graded Gravel Suftolane posted from samples collected between July to September 2018 in ug/L,grab-groundwater consWtant5 <br /> NR=No Recovery samples posted to right of boring.well samples posted to left of well I /._.-._.y _ _..��e - -./r:`"= - <br /> N0=Net Detected Contact between Corcoran Clay and overlying allwium sediments dashed where uxertain '-1 L SAC245 November 2018 3 <br /> MSL=Mean Sea Level <br />