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WELL LOG <br /> BEY TO ABBREVIATIONS <br /> travel P� <br /> g � CA-Coarse aquarium sand <br /> HSA-Hollow stem auger <br /> GFA'Cantinaus flight auger <br /> Air-Reverse air cirrUIWlon <br /> Cal.Mod. -California modified split-spoon sampler(2 inner diameter)driven 18'by a <br /> 140-pound hammer having a 30'drop. Where penetration resistants is <br /> designated"P sampler was instead pushed try dnA rig. <br /> they suffaced. <br /> Disturbed -Sample taken from dril]-returst Samplermat3;als�e e�� here sampler is pushed by drill-rig- <br /> Shelby -Shelby Tube thin-wailed <br /> H-NU -fnnmt <br /> I P� <br /> �Gtura co� �-�-nL -Low NI) -No detection <br /> Dry-Dry Ps -13000 sorted M-Moderate <br /> MS -Moderately sorted H -High <br /> Dp -Damp WS -Well sorted <br /> Mst -Moist Sample preserved for <br /> Wt -Wet i Laboratory Testing <br /> Sat -Saturated <br /> $YMD9JA sample <br /> round water recovery <br /> -First encfluntered g sampled <br /> i interval <br /> -Static ground water level <br /> r Silts and Clays <br /> Sands and gravels 0-2 -Very Soft <br /> .0-4 -Vety loose 3-4 -Soft <br /> 5-i0 -Loose 5-8 -F <br /> ti -30 Medium dense 9-16 -Stift <br /> 31.50. -Dense 17-32 -Very Stiff <br /> over 50 -Very dense over32 -Very dense <br /> GRAILV-SIZE SCALE r�anE NAME <br /> r_rannF t_lM1T$ <br /> U.S. Standard <br /> inch sieve size <br /> -- 'i 2.0 -•--•—�—�---'-'�•_._------���— �.,�,.—�. <br /> -- 3.0 ±� 3.0 in. �=--.�----- <br /> 0.19 No.G coarse -- <br /> __ 0.08 No. 10 <br /> medium— <br /> { .� --�-- No. 40 —�— _�.�— ---------- <br /> -��- No. 200 --- Silt <br /> ---- --- -- Clay Size <br /> -- <br /> PACIFIC ENVIRONMENTAL GROUP, INC. <br />