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Environmental BORING LOC AND <br /> Science & <br /> Latcopvc�r . Engineering, Inc <br /> AWELL COMPLETION SUMMARY UST-2 <br /> WELL COMPLETION Project Name Cecchrn Project No 6925400 <br /> Location 3535 East Cherokee Rd <br /> Completion Depth Stockton CA Pape 1 of 3 <br /> Slze/Type 8 or) Boring From Grade To 85 5 <br /> Casing Seh 40 pVC 2" <br /> Screen 1102*machine slot Driller Spectrum Drilling Dates <br /> Filter No 3 Aqua Sand Method Hollow Stem Auger <br /> Seal Cement Grout 8' Total Depth 85 6 Start 4/4195 <br /> Hole Diameter <br /> Ref Elevations 28 27 ft Top of Casing FinfsFl M6/95 <br /> Well Cap or BOX Traffic Rated V dna vault box Logged By E W Garcia <br /> 4 y Graphic Log <br /> n Uthologle Description I b£tg Water Remarks <br /> p Bloowsd Sample No Well Installation 7 driHnnglmmpletton summary sample type <br /> D <br /> FILL 6'asphalt over baserack 0 3 Traffic Rated Vault Box <br /> set in concrete <br /> 2'dta PVC locking cap in 2.1 cased well <br /> 1 Cement Grout 1 5 ft to 58 ft <br /> SILT Sandy Med Red Brown non plastic med dilatancy ML 6 <br /> 5 dry very stiff some rootlet traces with 1/32'openings 8 205 79 <br /> no stains no odor fine sand subangular grains 5 <br /> crumb structure <br /> 6 <br /> 10 SILT Sandy Light olive Brown non-plastic tines low dilatancy 12 210 75 <br /> dry very strN some rootlet traces 1118'openings fine to 18 <br /> medium sand subangular grains few unaltered micas <br /> day mfdlings blocky structure <br /> 7 <br /> 15 Same As Above medium dilatancy moist crumb structure 14 215 11 1 <br /> 3 <br /> 20 SAND Silty Light Red Brown dry medium dense some a 220 76 <br /> rootlet traces 118 openings fine subangular sands 12 <br /> few unaltered micas clay tnfiAmgs blocky structure <br /> mad crush strength <br /> 4 <br /> 25 SAND Silty Med Red Brown dry medium dense tine SM 95 225 102 <br /> subangular sands few unatiered mcas some rootlet <br /> traces 11a'open crumb structure mad crush strength <br /> 4 <br /> 30 SAND Silty Mad Brown dry modum dense fine subangular 12 230 53 <br /> sands few unaltered micas same rootlet traces 1/1 G' 16 <br /> openings rrun,"laty structure med crush strength <br /> 35 <br /> (Cont pg 2) (Cont pg 2) <br />