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<br /> <br /> <br />002483 <br /> <br />Thare was no praoipPltation during the time this investigation <br />'\1llS being IllI'lde. <br /> <br />All surface seepage was measured Elnd noted but Rot inolUded <br />in the totai of inflow to the stream. <br /> <br />Where seeps.ge was intercepted by a ditch. it WIlS oonsidered as <br />outi'low. It being aSS1.lll18d tl:u!lit this wai;er 'Would return to the <br />stream if it were not intoroepted. Therefore the gain in <br />Seotions 4 and 5 inoludo the aDlowlt of seepago wa wr being used by <br />the ditohos as no~ed, as wall ns what returned to the stream. <br /> <br />Frl!ll11 La JW1ta east there 18 oonsiderable seeped land and <br />1Ihen thio land is drained it "ill add oOllsidorable to the amount <br />ar ratUrn to the rival' as the soil is suoh that return to. the <br />str'eam i8 TOry slow. and eonsidaruble .~ta~ must .be lest by <br />evaporation bafore it reaohes the stream. <br /> <br />A number of sots of seepa,;e IIlllllsuraments ohould be made to <br />get an aooUl'ate idea of tho amountof return undor d;Lff'erent <br />oonditions. . <br /> <br />The follcnring tllbloo show the plaoo measu,rsnwnts.were made and <br />amounts. with the amounts of suri's.oe return moaoured. . <br /> <br />li.D. Ams1eer. <br /> <br />State Hydrographer. <br /> <br />6. <br />