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BORING RECORD <br />SITE LOCATION <br />PROJECT NAME PROJECT NUMBER HOLEID <br />Broadstone Heritage LA-1248A B-11 <br />START FINISH SHEET NO. <br />2001 Dyer Road, Santa Ana, CA 5/4/2016 5/4/2016 4 of 5 . <br />DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY <br />2R Drilling CME 75 Hollow Stem Auger A. Wells G. Lam & E. Tsai <br />HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (In) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTHELEV. GW (ft) <br />Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 101.5 51 Y 21.3 / 29.8 DURING DRILUNG <br />DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG <br />MOD. CAL 1 INM <br />65% k 2 Ul35Egizigra <br />GEE 8 & 8 g E- 98 <br />u.1 -! <br />m2 I 0 <br />SM! <br />00 0 <br />E O Err <br />325 25 <br />0= 0 <br />DESCRIPTION AND CLASSIFICATION <br />-25 <br />Rn <br />DEP 313 Ims 1 1 0 <br />R-16 6 25 33.7 91 <br />10 <br />15 <br />R-17 10 32 27.4 96 <br />15 <br />17 <br /> / , (Lean CLAY (CL), continued.)/6 Very stiff; medium plasticity; PP=4.0 tsf. <br />85 <br />-35 <br />ci/// Stiff; grayish brown with orange staining; high plasticity; <br />R-18 8 27 19.5 108 11 -53-/,PP=2.0 tsf. <br />11 <br />16 <br />90 <br />8 30 <br />13 <br />PP=3.0 tsf. <br />24.5 101 <br />17 <br />95 <br />8 33 19.2 111 <br />14 <br />19 <br />GROUP GROUP DELTA CONSULTANTS <br />370 Amapola Ave., Suite 212 <br />DELTA Torrance, CA 90501 <br /> /-=73*1107 lEan CL*r-(CLI sliff 676*,ii, WeE moitfi fings,- little fine SAND; medium plasticity; PP=2.0 tsf. <br />THIS SUMMARY APPLIES ONLY AT THE LOCATION <br />OF THIS BORING AND AT THE TIME OF DRILLING. <br />FIGURE < <br />SUBSURFACE CONDITIONS MAY DIFFER AT OTHER <br />LOCATIONS AND MAY CHANGE AT THIS LOCATION <br />WITH THE PASSAGE OF TIME. THE DATA A-12 d <br />PRESENTED IS A SIMPLIFICATION OF THE ACTUAL <br />CONDITIONS ENCOUNTERED. <br />GDC_LOG_BORING_2013 LA1248A GINT.GPJ GDC2013.GOT 6/1/16