. In Superior Court of the County of San Bernardino, State of California. Department One. Cucamonga Vineyard Co. et al., plaintiff vs. San Antonio Water Co., defendant; no. 9187. in |p;ravel basin, Jind nart of it pulled out of the recett{gravel of\sin? A well, th&t was all hypothetical, b^red u on a certainarea of ten souare miles end 15 square miler, for illustra-tion, assumirjg that the voids occupiea one third of theiTSP; it waff not made to apply to eny Tjarticvlar localityany^here. y You cstifnate the voids are the sanje in both basins? A No, 1 do not estingte that the voidn 8) e the sai
. In Superior Court of the County of San Bernardino, State of California. Department One. Cucamonga Vineyard Co. et al., plaintiff vs. San Antonio Water Co., defendant; no. 9187. in |p;ravel basin, Jind nart of it pulled out of the recett{gravel of\sin? A well, th&t was all hypothetical, b^red u on a certainarea of ten souare miles end 15 square miler, for illustra-tion, assumirjg that the voids occupiea one third of theiTSP; it waff not made to apply to eny Tjarticvlar localityany^here. y You cstifnate the voids are the sanje in both basins? A No, 1 do not estingte that the voidn 8) e the saine; theyore different; but that was merely a hypothetical uasinfor the purpose ? f comparison; if yon cut the voids in half,you increase the de th of draft by multiplying-: by two; it 8S simply put in the record to coiupare by, 4 To compare what? A {he effect ur-on any sized wateiinlane which i:ii^;ht beconsidered, by applying the ratio as given in the hypo-thetical cilculstion. U How can you corcpare the draft out of the ,-^ basin inthe old alluviums, with that out of the new or recent allu-viaTis? L 1 would varv the percentage of voias in the ancient,. 0 ^ 1 ^r^ as it is very lauoh lose, very much mor-in the recent. Q You aid nOb uetoraiine it in tri^se computation a? ^1 1)10, 1 aifiiply gave a nypothetical computation, tne sameas 1 might have ^iven for one cquare ndle, iristoaa of ten,based on one-third voids, i^ xTiO one square mile wouIq still nave lo be hiaue up ol agravel basin co/isisting of new alluviu/i\, superi/;vcosec. upon agravel basin composed of the olc , as you it isin tiiia case? ii 1 aiu not apply «iiia titnui alluviuiu; 1 a hypo-tVietical calculation, can be uaea aa a tiUftge or standaniin ar^oitiieiit in tiiis case. -^ you say cioni, seoDi 1,0 possaBfi very rnUvii value forone puiDosea oi argument, if you make no aibtiijction in thevarious alluviuras. iiowever, let ms procead: i want to
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