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Surface--j <br /> Gas Tight Fitting <br />DBT <br />ST <br />--Probe Box (optional) — <br /> Bentonite Grout <br />cti ptnz1ir fl r,! <br />or <br />Hydrated Bentonite <br />dl semi-permanent) <br />Tubing <br />CrT1IaI nylon. PEEK • toll° Fri <br />-1 Ft Dry Granular Bentonite <br /> Probe Tip <br />if <br />T <br />T <br />Ft Sand <br />_ • <br />Tk <br />Leoend <br />BD = borehole diameter (inches) <br />BLV borehole linear volume (m1/11) <br />OBI dry bentonite thickness (ft) <br />OBV dry bentonite volume (rn1) <br />ID = tubing inner diameter iinch)i <br />PV = purge volume (m1) <br />ST = sand pack thickness (ft) <br />SV sand pack volume (m1) <br />T1--it tubing tength (M) <br />TLV tubtng linear volume (nlitt) <br />TV 1= tubing volume (mt.) <br />PEEK = Polyetheretherketone <br />Bentonite Grout <br />cii inaii ow) <br />or <br />1-11vd•ra led Benton ite <br />(If gerni-pfraart&rte) <br />-1 Ft Dry Granular Bentotilte <br />Probe Tip <br />-1 Ft Send <br />/0 <br />DETAIL SOURCE: DTSC ACTIVE SOIL INVESTIGATION, 2012 <br />ENGEO <br />Expect Excellence— <br />TYPICAL SINGLE AND NESTED SOIL GAS PROBLE <br />MOUNTAIN HOUSE <br />NEIGHBORHOOD A, UNITS 3 & 4 <br />MOUNTAIN HOUSE, CALIFORNIA <br />PROJECT NO.: 12066.002.000 <br />SCALE: AS SHOWN <br />DRAWN BY: LL 'CHECKED BY: SM <br />FIGURE NO. <br />3 COPYRIGHT 0 2018 BY ENGEO INCORPORATED. THIS DOCUMENT MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS WHATSOEVER, NOR MAY IT BE QUOTED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN CONSENT OF ENGEO INCORPORATED. GADrortmg \DRAFTING2 _Nog \ _10000 to 12999\ 12088 \ 002 \ 120813002O00—ESAII-3—GASPROBE—DIL-1118.theg ORIGINAL FIGURE PRINTED IN COLOR