Laserfiche WebLink
SOIL LOG AND <br /> PERCOLATION TEST RESULTS <br /> DIXON PROPERTY <br /> 9273 E. JAHANT RD. ACAMPO, CALIFORNIA <br /> DEPTH SOIL LOG PERCOLATION TEST DEPTH <br /> (FT) (USCS) DESCRIPTION PHOTO TEST RESULTS (FT) <br /> 0.0 ......... 0.0 <br /> 0.5 -::. - 0.5 <br /> 1.0 ._.-' 1.0 <br /> 2.0 ..-.. 2.0 <br /> • 'T 7-a� <br /> 2.5 "-"' Redish Brown. Sande silt. dn. 2.5 <br /> � '- slightly to moderately cemented. <br /> PARCEL 1 <br /> 3.0 ". SHALLOW.RATE 3.0 <br /> •• 35.7 MPL PARCEL 2 <br /> 3.5 -. .::::: SHALLOW. RATE 3.5 <br /> .: - 250 NPI <br /> 45 <br /> 5.0 • 5.0 <br /> .. .:. 5 5 <br /> GA <br /> Tan-brown. si N sand, cin. <br /> ••`� - moderately" ro highly cemented. 6.0 <br /> 6.5 ...-. 6.5 <br /> TO 70 <br /> 7.5 PARCEL 2 DEEP. 7.5 <br /> ........... RATE 2.9 MPI <br /> Light bmiNa WIN fine to medium 8.0 ...:5� sand. dn. slightly cemented. 'I' 8.0 <br /> 8.5 :. 8.5 <br /> 9.0 - - 9.0 <br /> Light brown. fire to medium sand. PARCEL I DEEP. 9.5 <br /> )."a �R ' dn-. loose. RATE 16.3 NPI <br /> 10.0 10.0 <br /> 10.5 MW7 10.5 <br /> EXPLANATION. <br /> PERCOLATION TEST INTERVAL' 6INCHES. SATISFACTORY RESULT IS LESS THAN OR EQUAL <br /> TO GU MINUTES PER INCH(MPI) <br /> FOR A SHALLOW TEST OR LESS THAN OR EQUAL TO 30 SEPI 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: 729/20/0 <br /> - Engineering Geology. DRILLING METHOD: HAND AUGER <br /> - Em tronmental PROJECT NUMBER: LOGE 101' <br /> - Gewin-sics PLATE 9 <br />