Laserfiche WebLink
GROUND ZERO ANALYSIS <br />DEPTH <br />PID <br />SB3 <br />U.S.C. <br />DESCRIPTION <br />DETAIL <br />LOG OF BORING <br />'PROJECT'' PALOMINO - RIVERBANK LOCATION <br />23023 SANTA FE RD. <br />RIVERBANK, CA <br />PROJECT NO. 618 <br />ATE DRILLED 7/28/04 LOGGED BY <br />JOE VASQUEZ <br />REVIEWED <br />BY JOHN LANE, RG 6795 <br />LLING COMPANY FISCH DRILLER <br />RICK BERTOLINO <br />METHOD <br />DIRECT PUSH <br />HOLE DIAMETER 1 1/4 IN DEPTH DRILLED <br />26.5 FT DEPTH TO WATER : INITIAL <br />25 FT STATIC 18.95 FT <br />SIffRE <br />ING TYPE NA DIAMETER IN <br />SCHEDULE <br />INTERVAL <br />FT TO FT <br />SCREEN TYPE NA DIAMETER IN <br />SLOT SIZE <br />IN INTERVAL <br />FT TO FT <br />FILTER PACK TYPE ___ NA <br />INTERVAL <br />FT TO FT <br />SURFACE SEAL TYPE NEAT CEMENT <br />INTERVAL <br />FT TO FT <br />COMMENTS: WATER SAMPLE COLLECTED <br />FROM TEMPORARY WELL SCREEN <br />PAGE 1 OF <br />WELL <br />DEPTH <br />PID <br />SAMPLE ID <br />U.S.C. <br />DESCRIPTION <br />DETAIL <br />FT. <br />PPM <br />BLOWCOUNT <br />LOG <br />0-5.5 SILT (ML); 10% SND; 90% FNS; M TGHNESS; L PLAST; BRN GRY, NO ODOR, <br />MST. <br />2 <br />ML <br />4 <br />g <br />5.5'-6/10' WELL GRADED SAND WITH SILT (SW -SM); 90% CRS, SA, W GRDD SND; <br />SW -SM <br />10% FINES. <br />6/10'-11.5/15' SILTY SAND (SM); 70% FN, SA, P GRDD SND; 30% FNS. <br />8 <br />w-10-SB3-10 <br />-/- <br />N <br />0.5 <br />SM <br />w <br />12 <br />11.5/15'-15.5' ELASTIC SILT (MH); 5% SND; 95% FNS; L TGHNESS; M PLAST; GRY, <br />3 <br />NO ODOR, MST. <br />14 <br />MH <br />1.0 <br />15.5'-21.5/25' SILTY SAND (SM); 80% M, SR, P GRDD SND; 20% FNS. <br />16 <br />18 <br />SM <br />Z <br />20 <br />0.9 <br />SB3-20 <br />22 <br />21.5/25'-26.5' POORLY GRADED SAND WITH SILT (SP -SM); 90% FN, SR, P GRDD SND; <br />10% FNS. <br />24 <br />SP -SM <br />WATER SAMPLE SB3-25GW TAKEN FROM TEMPORARY WELL SCREEN. <br />26 <br />0.3 <br />-28- <br />-30- <br />32 <br />-32- <br />�E® (x�C®CQ <br />34 <br />.iOHN R <br />LANE <br />36 <br />6 5 <br />(P� <br />38 <br />' <br />CA <br />An <br />