Laserfiche WebLink
WELL LOG <br /> KEY TO ABBREVIATIONS <br /> k <br /> Drilling M tft d f <br /> Gravel Pack <br /> HSA- Hollow stem augerk CA-Coarse aquarium sand <br /> CFA-Continous flight auger°; <br /> Air- Reverse air circulation . <br /> Sampling,, Method <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 resistance is f <br /> designated"P" sampler was instead pushed by drill rig. ! <br /> Disturbed -Sample takerrfrom drill-return materials as they surfaced. <br /> Shelby -Shelby Tube thin-walled sampler(3"diameter),where sampler is pushed by drill-rig. <br /> Moisture -Content Sort€nci Plasticltv H-NU (ppm) <br /> Dry -Dry ; PS - Poorly sorted L - Low N D - No detection <br /> DP -Damp MS - Moderately sorted M- Moderate <br /> Mst - Moist <br /> Wt -Wet WS -Well sor#ed H -High - <br /> Sat -Saturated Sample Preserved for <br /> r Laboratory Testing <br /> sample <br /> - First encountered gro <br /> sampled water led recovery <br /> p <br /> interval <br /> -Static ground water level <br /> Density —(Blows/Foo Cal <br /> Mod Sampler) <br /> Sands and gravels Silts and Clays <br /> 0-5 -Very Loose 0-2 -Very Soft <br /> 5- 13 -Loose2.4 Soft <br /> 13=.38 - Medium dense 4-9 _Firm <br /> 38- 63. - Dense9-17 -Stiff. <br /> over 63 -Very dense 17-37 -Very Stiff <br /> 37-72 -Hard <br /> over 72 -Very Hard I <br /> GRAIN - SIZE SCALE <br /> 3 <br /> GRADE LIMITS GRADE NAME ` <br /> U.S. Standard <br /> inch sieve size <br /> -- 12.0 ---- ------- --------- — Boulders --- <br /> -- 3.0 -- 3.0 in. <br /> -- ----------------- <br /> 3.0 ---- ------------ Cobbles <br /> - 0.19 - No. 4 -- .. :, --- ..__ _._ ... - -...._._ . Gravels <br /> -- 0.08 --- No. 10 ---' ,— coarse — _ --- <br /> -- ----------- <br /> medium Sand <br /> -----�- No. 40 -------- ------�—��— <br /> fine <br /> -- --- -- No. 200 --- -- ----------- —————————— � <br /> ------ Silt <br /> Clay Size <br /> t <br /> PACIFIC ENVIRONMENTAL GROUP, INC. <br />