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1901 E Dyer Rd - Soils Report
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1901 E Dyer Rd - Soils Report
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Last modified
6/23/2022 1:32:37 PM
Creation date
6/23/2022 1:31:29 PM
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Soils Report
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1901 E Dyer Rd
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BORING RECORD <br />SITE LOCATION <br />PROJECT NAME PROJECT NUMBER HOLEID <br />Broadstone Heritage LA-1248A B-3 <br />START FINISH SHEET NO. <br />2001 Dyer Road, Santa Ana, CA 7/29/2015 7/29/2015 2 of 3 1 <br />DRILLING COMPANY DRILL RIG DRILLING METHOD LOGGED BY CHECKED BY <br />Martini Drilling CME 75 Hollow Stem Auger L. Gomez J. Bueno <br />HAMMER TYPE (WEIGHT/DROP)HAMMER EFFICIENCY (ERi) BORING DIA. (in) TOTAL DEPTH (ft) GROUND ELEV (ft) DEPTH/El-EV. GW (ft) <br />Hammer: 140 lbs., Drop: 30 in. (Automatic) 8" 51.5 54 -P 23.0/ 31.0 DURING DRILLING <br />DRIVE SAMPLER TYPE(S) & SIZE (ID)NOTES AFTER DRILUNG <br />MOD. CAL, SPT & SHELBY 1 INM <br />Z <0 <br />00 <br /> S-8 3 13 <br />5 <br />8 <br />25 <br />1A <br />DEPTH (feet)ELEVATION (feet)SAMPLE TYPE ON 3-IdKVS 1Vhl13N3d .N. 13/M018 El Ul <br />Z or© D- <br />I 90 :f <br />0 wd <br />Ze .- <br />1%11 & 2 <br />too 0 <br />612 +9 ze <br />O'- 85 0 <br />DESCRIPTION AND CLASSIFICATION <br />U}6 <br />UJ <br />0 <br />(Poorly-graded SAND (SP), continued.) <br />SANDY lean CLAY (Cuhard; brown; mostly fines; <br /> /// some fine SAND; medium plsaticity; PP=2.5 tsf. <br />R-9 7 27 <br />12 <br />15 <br />20 <br />19.6110.C <br />hiaii c-LAY-witffGNAVE[ (CQIfglif-67owriT most[F <br />/ fines; little fine to coarse subangular GRAVEL; med <br />plasticity. <br />7-tr*VEYS* Ablt 1-ni@dium EfensE; Erdwift -wet <br />3 mostly fine to medium SAND; some CLAY clasts. <br />15 <br />dn <br />S-10 50/6" <br />11 <br />R-11 9 61 <br />24 <br />16.1116.6 14 <br />Poorly -graded SAND (SP>dense; brown; wet; mostly <br />< fine to medium SAND; trace fines; nonplastic. <br />37 <br />10 <br /> S-12 5 25 <br />11 <br />14 <br />5 <br />GROUP GROUP DELTA CONSULTANTS <br />370 Amapola Ave., Suite 212 <br />DELTA Torrance, CA 90501 <br />> 19·.t 3 - medium dense. <br />> -7 f-4 4FLfY-SANDTS-Arn-edum aeWsEErown,-m@s - <br />- mostly fine to medium SAND; little to some fines; <br />, f. 4-4 0 nonplastic <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-4 b <br />PRESENTED IS A SIMPLIFICATION OF THE ACTUAL <br />CONDITIONS ENCOUNTERED. <br />GDC_LOG_BORING_2013 LA-1248 BORING LOGS.GPJ GDC2013.GOT 6/2/16
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