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BORING RECORD <br />SITE LOCATION <br />PROJECT NAME PROJECT NUMBER HOLEID <br />Broadstone Heritage LA-1248A BAO <br />START FINISH SHEET NO. <br />2001 Dyer Road, Santa Ana, CA 4/20/2016 4/20/2016 1 of 3 . <br />DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY <br />Martini Drilling CME 75 Hollow Stem Auger L. Gomez/ H. Lle G. Lam <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" 61.5 55 2 20.0/ 35.0 DURING DRILLING <br />DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG <br />MOD. CAL, SPT 1 INM <br />S W <br />22 & 8 5- <br />r ; 2 & 2 <br />O ¥ 5 <br />2 5 <br />Er (Doe <br />m UJ--J CE: Co Zgig ES Wt; 5* 50 DESCRIPTION AND CLASSIFICATION <br />08 WK: 1-ul pLU 2-1 <br />ASPHALT (6.53 <br />7 AGGREGATE BASE (7') <br />h 7.3/...t FiT- <br />,/71$ CLAYEY SAND (SC); dark gray; moist: mostly fine) ..7 -/ · SAND; some fines; trace fine GRAVEL; medium <br />425/ plasticity <br />135 98 - - CR I <br />S-2 3 12 --- --44:21 -El J·f ,/' // rat GLAT (un); very stin, oarK gray witn mouieu wi5 $ 1 /, moist; mostly fines; few fine SAND; high plasticity; <br />7 U///PP=3.0 tsf. <br />5 -50 <br />H R-3 5 16 17.1 108 <br />6 <br />10 <br />7 J ft -- --/7 3-lean CLAYMLE-v@ry silffi-611,;6 6%-wiii ifidisE,-bitti <br /> fines; few fine SAND; medium plasticity; PP=3.0 tsf. <br />S-4-2 4 5 <br />S-4-1 3 <br />10 -45 <br />R-5 2 7 <br />3 <br />22.4 101 <br />-Noify-@iaded-SARb-wfh-5[[T-(SPESNI)366§6,- <br />-Wllowish brown; moist: mostly fine SAND; few fines; , <br />nonplastic. - <br />, Leaf CIIA¥XCIJ; Ve-*Ftiff; 3'iVe-Browyl:--inasimdityl/ <br />1, fines; few fine SAND; medium plasticity; PP=3.0 tsf. <br />-------"f 7 /-Fit CCAV-(Cfll:-Wistiff:ilive-brown wifF, gray staining; <br />moist; mostly fines: trace fine SAND; high plasticily: <br />M//PP=3.5 tsf. <br />4 <br />15 -40 <br /> S-6 4 42 <br />M <br />M <br />. PP=2.0 tsf. <br />2 <br />20 -35 <br />R-7 2 8 <br />3 <br />5 <br />fli <br />11 <br />il <br />i lI' <br />M 4//U <br /> PP=3.0 tsf. <br />20.9 103 g <br />GROUP GROUP DELTA CONSULTANTS <br />370 Amapola Ave., Suite 212 <br />DELTA Torrance, CA 90501 <br />V# b <br />THIS SUMMARY APPLIES ONLY AT THE LOCATION <br />OF THIS BORING AND AT THE TIME OF DRILLING.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-11 a <br />PRESENTED IS A SIMPLIFICATION OF THE ACTUAL <br />CONDITIONS ENCOUNTERED. <br />GDC_LOG_BORING_2013 LA1248A GINT GPJ GDC2013.GDT 6/1/16