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CI <br />C� <br />RECORD OF SUBSURFACE EXPLORATION <br />BORING NO. & LOCATION: <br />PROJECT: <br />GP -5 ----- <br />----wE <br />___ <br />In -Shape Health Club________ <br />-- <br />SURFACE ELEVATION: <br />TZ— <br />PROJECT LOCATION: <br />100.5_ <br />2_39 West Street <br />GILES ENGINEERING <br />COMPLETION DATE: <br />_11th <br />ASSOCIATES, INC. <br />—- 8/31/11------ <br />-----------Tracy,California—__—______ <br />Milwaukee Los Angeles <br />FIELD REPRESENTATIVE: <br />Dallas Atlanta <br />Tom Bauman <br />GILES PROJECT NUMBER: 2E-1108004 <br />Washington, D.C. Orlando <br />Feet <br />Sample <br />MATERIAL DESCRIPTION <br />Below <br />No. & <br />N <br />qu <br />qp <br />ce <br />w <br />PID <br />NOTES <br />Surface <br />Type <br />(tsf) <br />(tsf) <br />(tsf) <br />N <br />6"± Asphalt Pavement underlain by 6"± Base <br />1 -Ps <br />BDL <br />Course <br />BDL <br />Brown fine Sandy Silt, trace medium to coarse <br />2 -Ps <br />Sand (Fill) -Moist <br />5 <br />BDL <br />3 -PS <br />Gray fine to coarse Sand, trace to little Gravel <br />4 -PS <br />(Possible Fill) -Moist <br />BDL <br />BDL <br />Brown Clayey Silt, trace to little Sand -Moist to <br />5 -PS <br />Very Moist <br />10 <br />6 -PS <br />BDL <br />Q <br />BDL <br />(a) <br />Brown fine Sandy Silt to Silty fine Sand to fine <br />7 -PS <br />Sand -Wet <br />BDL <br />6 -PS <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 />a <br />WATER ENCOUNTERED DURING DRILLING: 12.0 <br />WATER LEVEL AFTER REMOVAL: <br />CAVE DEPTH AFTER REMOVAL: <br />WATER LEVEL AFTER HOUR: <br />CAVE DEPTH AFTER HOUR: <br />ft. <br />(a) Soil sample submitted for VOC <br />and TPH-CC laboratory analyses. <br />Y <br />= <br />Changes In strata Indicated by the lines are approximate boundary between soil types. The actual transition may be gradual and may wry considerably between <br />lest borings. Location or test borings Is shown on the Boring Location Plan. <br />1 <br />