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SOIL LOG AND <br /> PERCOLATION TEST RESULTS <br /> CUT TO THE TASTE PROCESSING BUILDING <br /> 17239 E. LOUISE AVE, ESCALON, CALIFORNIA <br /> DEPTH SOIL LOG PERCOLATION TEST DEPTH <br /> (IT) (USCS) DESCRIPTION PHOTO TEST RESULTS (FT) <br /> 0.0 :::'� 0.0 <br /> .... Bmwn, dn'silm Line sand,slightly <br /> :: loose, soil logged by Dave Welch. <br /> 1.0 I.0 <br /> BrowiL(Io,ItaFd pan- silt_-fine...• sand. Ihiglily cemented, soil loggcd " <br /> bN Dm:e Welch <br /> .2.0 :$Illi• Brown/Red. dn. hard pan, silt-fine 2.0 <br /> sand. higlily ocmented. indnratcd, h. SHALLOW <br /> soil to aed b� Dm a R'elch PERCOLATION <br /> °.: TEST. RATE 33.7 3-0 <br /> SP. Tat. dn-, fine to medium sand k MPLTEST <br /> loose, soil logged by Dave Welch � ;�'ry y'`'I`' PERFORMED BY <br /> NATS ON TUNE 2. <br /> 4.0 _ _ 2010. 4.0 <br /> 5.0 _7_77__-_7_ <br /> 6.0 - - t--- Silt..soil logged by NATS. 6.0 <br /> 7.0 —_-- - - 7.0 <br /> R.0 -- - 9.0 <br /> - -=- H:u-d Pan. soil logged by NATS <br /> 9.0 - W= --- 9.0 <br /> ----IAL 7-_ SiIt. soil logged.by NATS. <br /> --:--7---- -_ - DEEP <br /> 10.0 - PERCOLATION 10.0 <br /> TEST, RATE 17.2 <br /> Sa<id, soil logged by NATS. MPI_ TEST <br /> PERFORMED BY <br /> 11.0 NATS ON JUNE 2. 11.0 <br /> 2010. <br /> EXPLANATION: <br /> PERCOLATION TEST INTERVAL IS 6 INCHES. SATISFACTORY <br /> RESULT IS LESS THAN OR EQUAL TO 60 MT 4=S PER INCH(MPI) <br /> FOR A SHALLOW TEST OR LESS THAN OR EQUAL TO 30 MPI FOR A <br /> DEEP TEST. SHALLOW TEST IS 3.0 TO 3.5 FEET DEEP.THE <br /> LIVE OAK DEEP TEST IS GREATER THAN 3.5 TO 25 FEET DEEP. <br /> GEO ENVIRONMENTAL INC. DATE DRILLED: 6/l4/10 <br /> - Engineering Geolop, DRILLING METHOD: HAND AUGER <br /> - Em itonmental PROJECT NUMBER: LOGE 1016 <br /> - Geoplwsics PLATE 9 <br />