Laserfiche WebLink
I' <br />I 1 <br />I <br />11 <br />11 <br />11 <br />II <br />a <br />a <br />RECORD OF SUBSURFACE EXPLORATION <br />BORING NO. & LOCATION: <br />PROJECT: <br />GP -1 <br />--------------- <br />In -Shape Health Club <br />SURFACE ELEVATION: <br />------------- <br />PROJECT LOCATION: <br />— -------- <br />______ 100.0 <br />239 West 11th Street <br />GILES ENGINEERING <br />COMPLETION DATE: <br />- <br />ASSOCIATES, INC. <br />8/31/11__ <br />-----------Tracy, <br />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 />9� <br />9p <br />9a <br />w <br />PID <br />NOTES <br />Surface <br />Type <br />Ita>) <br />450 <br />(ts8 <br />(%) <br />6"± Asphalt Pavement <br />1 -PS <br />BDL <br />BDL <br />Brown fine Sandy Silt (Fill) -Moist <br />Brown fine Sandy Silt, trace medium to coarse <br />2 -PS <br />Sand -Moist to Very Moist <br />5 <br />BDL <br />3 -PS <br />BDL <br />4 -PS <br />BDL <br />5 -PS <br />10 <br />6 -PS <br />BDL <br />4 <br />BDL <br />(a) <br />Brown Silty fine Sand to fine Sandy Silt -Wet <br />7 -PS <br />15 <br />BDL <br />8 -PS <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 />ft. <br />(a) Soil sample submitted for VOC <br />and TPH-CC laboratory analyses. <br />Y <br />WATER LEVEL AFTER REMOVAL: <br />CAVE DEPTH AFTER REMOVAL: <br />WATER LEVEL AFTER HOUR: <br />Note: Temporary well set at 16.0 <br />of borehole. <br />feet with 10 feet of screen at completion <br />>; <br />= <br />CAVE DEPTH AFTER HOUR: <br />Changes in strata Indicated b the lines are approximate houndary between soil types. The actual transition may be gradual and may vary considerably between <br />' test borings. Location of test borings Is shown on the Boring Location Plan. <br />