Laserfiche WebLink
a <br />w <br />0 <br />0 <br />rc <br />m <br />a <br />0 <br />i <br />RECORD OF SUBSURFACE EXPLORATION <br />BORING <br />GP -3 <br />In -Shape Health Club <br />---------- ___-- <br />SURFACE ELEVATION: <br />------------- <br />PROJECT LOCATION: <br />----------- <br />239West 11thStreet <br />GILES ENGINEERING <br />_100.2 <br />COMPLETION DATE: <br />ASSOCIATES, INC. <br />8/31/11 <br />Tracy, California <br />Milwaukee Los Angeles <br />FIELD REPRESENTATIVET <br />Dallas Atlanta <br />Tom Bauman <br />GILES PROJECT NUMBER: 2E-1108004 <br />Washington, D.C. Orlando <br />MATERIAL DESCRIPTION <br />Feet <br />Below <br />Sample <br />No. & <br />N <br />q <br />qp <br />qa <br />PID <br />NOTES <br />Surface <br />Type <br />(ts0 <br />(ts1f) <br />(ts1f) <br />M <br />6"± Asphalt Pavement underlain by 6"± Base <br />1 -PS <br />BDL <br />Course <br />BDL <br />a <br />Dark Brown fine Sandy Silt to Silt (Fill) -Moist <br />2 -PS <br />Brown fine Sandy Silt, trace to little medium to <br />3 -PS <br />coarse Sand -Moist to Very Moist <br />5 <br />(a) <br />BDL <br />4 -PS <br />Brown fine Sandy Silt, trace to little medium to <br />coarse Sand and Clay -Very Moist <br />6 -PS <br />BDL <br />10 <br />6 -PS <br />BDL <br />BDL <br />Brown fine Sandy Silt to Silty fine Sand, trace <br />7 -PS <br />medium to coarse Sand -Wet <br />8 -PS <br />BDL <br />15 <br />Boring Terminated at 16 Feet <br />NOTE: Test boring backfilled with portland <br />cement grout. <br />PID: Results of volatile vapor scan conducted <br />on collected soil samples utilizing a <br />Photoionization Detector (PID) equipped with an <br />10.6 eV lamp calibrated to a Benzene standard. <br />Results expressed in instrument -units. BDL = <br />Below Detection Limit <br />WATER OBSERVATION DATA <br />REMARKS <br />SZ <br />WATER ENCOUNTERED DURING DRILLING: 12.0 <br />WATER LEVEL AFTER REMOVAL: <br />CAVE DEPTH AFTER REMOVAL: <br />WATER LEVEL AFTER HOUR: <br />ft. <br />(a) Soil sample submitted for VOC and TPH-CC laboratory analyses. <br />Note: Temporary well set at 16.0 feet with 10 feet of screen at completion <br />of borehole. <br />Y <br />- <br />= <br />,—:, <br />CAVE DEPTH AFTER HOUR: <br />Changes in strata lntllcated by the lines are approximate boundary bebveen soil types. The actual transition may be gradual and may vary considerably between <br />test borings. Location attest borings is shown on the Boring Lowson Plan. <br />