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1 <br /> SM Brown, poorly—graded, rine grained sand with some silt and little or' no clay. `:;>>'h� 4{•=:``. SC Gra lsh- reen fine grained sand with silt and little clay. No coarse 'Fraction. - --"" <br /> No odors or stains observed. No organic matter. ":tid.`z _;� Medium plastic Tines. f=errous iron oxidized to light brown. Color within two _ <br /> days. Predominantly fine sand. No odors or stains observed. --- - <br /> No organic matter. - — <br /> 10 <br /> SC '100% Core recovery =-_ <br /> 20 1 20 ML Brown indurated silt with some sand and clov. <br /> SC Brown fine -grained sand with little c€ay anal silt. Very uniform. No coarse =--- <br /> "'' fraction. No odors or stains. <br /> .30 • . k by w.�{ .] __ <br /> 33D _ <br /> y SP Grayish-brown, poorly-graded sand with little or no fines. Sand <br /> ranges from about 20,# to 60,#. Very clean, the sand becomes <br /> cleaner and coarser with depth (from' 30 to 42 feet bgs). The base <br /> g of the unit has a thin bed of pea gravel and well-graded sand. --- <br /> 40Sys Gray, well--graded sand with pea gravel. 140 ---- <br /> M SP Fine to medium-grained .sand, grayish brown with variable clay content. <br /> ibrown, poorly-gradea fine grained-sand with, clay and some silt. _ — ---- <br /> Na medium-grained sand, Small carbon fragments. Some apparent SC Brown fine-grained. sand with clay acid some silt. Medlum-pl-astic fines. <br /> SC = - <br /> 50 mottling. No odors or stains. 15D — --- <br /> MLS __--_ SC Brown, poorly--graded fine-grained sand with clay and some silt. Mft <br /> SC Brown to grayish-green silt and clayey-sands with -little or no course sand. <br /> GW Gray gravel, well graded, with sand orad little or no fines. Cobbles greater exp o <br /> than 2 inches in diameter. No recovory. p.� " <br /> 80 __=--_- 00o ao� <br /> 180 � � n <br /> opo <br /> __- - SW Well-graded sand, with little or no floes (assumed) <br /> " _-_ - _-= GW Sand and gravel Q 4 <br /> na goo n <br /> I 70 _ _� SM Gray silty-sand with clay (tuffaceous?) <br /> 170 <br /> _ fir;;"^„�'a'.• <br /> SC Uniform brown clayey-sand, clay -Fraction is about one half of the fines, <br /> e smectite (ca.), In clayey parts of the section. Estimate less than 25% fines in - End log at 171 feet. <br /> clayey sections. - <br /> 80 CL Set 10-inch casing in a hin zone ay. Best oca ion wr ou 180 Drill hole and drill head rod. backfilled with lonestar #3 sand <br /> advancing to 90 feet. Yellowish-brown, fine-grained, sand with some silt <br /> S :H• '• <br /> M and little clay, Occasional thin beds of clayey sand. The- formation is fairly <br /> uniform from 43 feet to 90 feet bas. No Gravel or medium sand is <br /> present. No odors or stains. Drill head buried from 176 to 190 ft. <br /> X30 ,. s::) 190 <br /> SP Gray, poorly-graded fine to medium-grained sand with little or no fines. Friable T,D. 190' feet <br /> rayis •-green o y-e owis - rown clayey sand with some silt. No <br /> SC medium-grained -sand org ravel. Fine fraction has low to medium <br /> plasticity. No odors or stains observed. - -' <br /> e . ra a sandwith € e or no fines. - <br /> 100 IS <br /> Yellowish-brown fine grained sand with silt and little clay. 200 <br /> r . <br /> z <br /> Unocal Broa! a 'Avenue TITLE: <br /> A SWC.P cme GROUP FIGURE 3 <br /> Stratlgraphic Column at MW-07 <br /> 1835 North Sutro Avenue <br /> E <br /> PREP. BY: CLS REVIEW BY: Stocttton,Copforntd 186 North Sutra Avenue, Stockton <br /> PLOT a t:r €1RAW14C No. <br /> PREP. DATE: 6 22 96 REVIEW UATE:� Nn'f T : ::: SHEET 1 Or t CAD55WW.nWG <br />