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LOG OF SOIL BORING L BORING B—f Project: Cherokee Service Project Number. A91701.01 LLocation: 303 South Cherokee Lane, Lodi, California Date Started: 12/5/95 Logged By S. Rowe Date Completed: 12/5/95 Drilled By: Twining Laboratories Drill Type: CME-75 Auger Type: HSA 6 5/8 inch Dia. LDepth to Groundwater: Elevation: SAMPLER tiMlll= uscs Soil Description �SYMMp'r R«na*s AND n1w TEST DATA L 0 :::::: : ::.As halt......................................... .L SP—SM P............................. ................... :1;r.t i' SAND, with Silt; dark grayish la:t1: brown (2.5Y, 4/2), very fine 1. ;r i i to fine grained sand, poorly � ............. .. graded, 5-10% fines, trace PID = 14.7ppm SM rounded ravel up to 4mm dia., — gravel slightly damp 5 non bedde ( / 9. L SAND, Silty; brown 7.5YR, 4 4 , fine rained sand, 25-30% silt, damp L Olive brown (2.5Y, 4/4), very PID = 15.8ppm fine to fine grained sand, 10 5-10% clay, 40-45% silt, Lvery weakly bedded, L x:c:cx• SW-SM SAND, with Silt; olive gray PID = 49.8ppm XXXX: (5Y, 4/2), grayish green 15 i i L:t' staining, fine to medium ggrained sand, well graded, :t ft h:f: 5-10% silt, non—bedded, moist, :t1:UU moderate PPC odor :C:CXX :C XXX: ............. .... ...... ..................................... CL CLAY. ,..Sandyy; brown PID = 4 .4ppm L 20 (7.5YR, 5/4), very fine to medium grained sand, poorly graded, moderate plasticity clay, 40% fines, damp L ............. ......................................................... SM SAND, Silty; brown PID = 12.9ppm 25 (7.5YR, 5/3), very fine to L coarse subangular sand, well graded, 15-20% silt, non—bedded, dry LVery fine to fine grained PID = 19.7ppm sand, poorly graded, 20-25% 30 silt, damp L Notes: Boring drilled at an angle of 22 degrees from vertical in a northerly direction. All depth measurements expressed in vertical feet. L