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f <br /> BORING CONSTRUCTION DETAIL Rfo GRAPHIC DESCRIPTION <br /> 24 2 (RPmY) <br /> 4 Grey mottled brown SILT(MSL)with fine sand stiff <br /> i damp slight odor <br /> 11 25 255 <br /> l5o Grey mottled dark brawn SILT(ML) medium stiff dry <br /> Ifaint odor <br /> 26 Grout 26 <br /> I27 27 <br /> w <br /> I u' <br /> U 28 28rr <br /> i <br /> t� <br /> U) 29 29 <br /> z <br /> I o <br /> Cr 30 30 <br /> (330 <br /> �� '= �. �1 Brown silty fine SAND(SM) loose damp no odor <br /> LU <br /> 31 31 " <br /> 32 32 - , <br /> 33 33 1, t <br /> 34 34 <br /> 35 35 <br /> 80 ,'' - `'_' Grey mottled brown SAND(SM)with silt stiff damp no <br /> odor <br /> 36 36 <br /> I V <br /> inch R <br /> Radadiusius 9 2 a 6 <br /> I <br /> Explanation Contacts <br /> Water level during drilling Solid where certain ` 2lv�fc L5 °a tivllLSl[�lur�aL �uvl�. <br /> Water levek in completed well Dotted where approximate <br /> Boring Log 1JOBNUMBER <br /> I © Lccauon of recovered dnll sample — Dashed where uncertain Boring 9(continued) 93-005 <br /> . Location or sample sealed lar fZ.//.1 hiachured where gradational WELL <br /> 6hem cal analysls Exxon <br /> est K Estimated permeabddy RAS#7-i 050 <br />' ® Sieve sample (hy1K-prlic imary <br /> du.sec) 909 West Hammer Lane <br /> 1 K.primary 2K-secondary <br /> ® Grab Sample Stockton,CA S B_9 <br /> tsi <br /> No Recovery <br />