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SOIL BORING LOG AND MONITORING WELL COMPLETION DETAILS Air Sparge Well AS-1 • Project Name Frank's One Stop Project Location 2072 W Yosemite Ave, Manteca, CA Page 1 of 1 Driller West Hazmat Type of Rig Hollow-Stem AugerSStzef Drill 4 0" Diameter Logged By Erik H Paddleford Date Drilled November 27, 20Checked By Robert E Kitay, R G WATER AND WELL. DATA Total Depth of Well Completed 19' Depth of Water First Encountered 12' Well Screen Type and Diameter 2" Diameter PVC Casing Static Depth of Water in Well NA Well Screen Slot Size 0 020" Total Depth of Boring 20' Type and Size of Soil Sampler 2 0" 1 D Split-Barrel Sampler OIUROCK SAMPLE DATA U_ aD DESCRIPTION OF LITHOLOGY BORING n a c t DETAIL C U CL a, standard classification, texture, relative moisture, o a j o dl enst , stiffness, odor-stainin , USCS desi nation M__ O 3: � 0 Str et 3ox 0 Concrete Loc ng Veil ap J`r♦ ,•!•, SAND (SP), brown, medium dense, dry, 95% fine \!•`, '♦• sand, 5% silt, non-plastic, high estimated K, •�`.' J J U slight odor l • • ♦ f♦f\r > 12 4CL 13 `r`f♦ J♦!`! Q 'O f r r`J♦J \r♦J♦ l♦!♦r n^O U \J•f• f J f LL {n / f r l l i r �e2 `r`1♦ J♦f`f CU ,V 1 0 ♦fkf, f;�;� 00 /m^om 15 6g8 1 0 moist, 90% fine to coarse sand, 10% silt \ \ 4 • \ Q) J f r ! r • 17 ♦ \ ♦r\r\ rrr♦fQ N wet m l ! \ r • r♦r\r ♦ • \ \ • r f f r l •r J` J J r 1Z ♦r♦r• !•Jyr 0) 17 1 5 P 1 e 318 5 95% fine to coarse sand, 5% silt 21 as C 18 cu a 23 2 a "' 25 cc a) 20 Sandy SILT (ML), gray-brown, medium dense, wet, Cl) o 70% silt, 25% tine sand 5% clay, moderate plasticity, low estimated K, no odor 0 N O End of Boring at 20' 25 N o a o 25 Z - 30 30 ��OUA RC1 M��L n3� fG�L �Fizy p�9c