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LOG OF BORING NO <br />2 <br /> . <br />Pa e 1 of 1 <br /> CLIENT ARCH17ECT/ENGINEER <br /> JCB Engineerin LLC <br /> SITE Whiting Property PROJECT <br /> Windsor, Co(oredo Pro osed Sand and Gravel Minin Operation Pit <br /> SA MPLE S TESTS <br /> ~ ~ ~ z <br /> DESCRIPTION ~ ~ r <br /> U <br />z ~ <br />~ > <br />N C <br />~ W <br />~ <br />Z`. Z <br />WH <br />~ u-U' <br />Z <br />w <br /> ~ W N W <br />Y W ~~ Q O <br />~ <br /> ~ . .O ~~ ZF <br />~ <br /> C7 O ~ 2. H K vim ZU O a ~h <br /> •' ~ os 6" TOPSOIL <br /> <br />SANDY LEAN CLAY 1 SS 12 7 13.0 <br /> Brown, moist, calcareous, medium stiff <br /> <br /> 2 SS 12 4 22.4 <br /> 5 <br /> ,S/ <br /> ~ <br /> SILTY GRAVEL with SAND <br /> Brown, moist to wet, loose to medium ' <br /> dense <br /> 3 SS 12 9 17.7 , <br /> 10 <br /> <br /> 4 SS 12 12 11,4 <br /> e 15 <br /> 0 <br />78 <br /> WEATHERED <br /> , <br />SILTST <br />N <br />J <br /> O <br />ClRYSTONE <br />F 5 SS 11 5010 <br />9 20 <br />8 <br /> Gray <br />tan <br />moist: moderately hard . . <br /> , <br />, zo <br /> 21 <br /> x ; SIL7STONFJCLAYSTONE <br /> R ~ Gray, tan, moisi,.moderately hard to hard <br /> k X <br />S Y <br /> x x <br />x x <br /> <br />2e <br /> " <br />Y .3 <br />g BOTTOM OF BORING ' <br />a <br />3 <br />3 <br /> <br />5 <br />~ The stratification lines n:piesent Ine approximate bdundary lines <br /> between soli and rock types: in-situ, the Vansltfon may he gradual. <br /> WATER LEVEL OBSERVATIONS <br />ft BORING STARTED &19-03 <br /> , <br /> W ~ 6.5 WD ~ RING C <br />B 1g <br />ED <br />= L ~ ~~rr icon R G <br />FOREMAN <br />CG <br />CME-SS <br /> <br />~ wL tniNar water Level Reading APPROVED DAR JOB # 20035110 <br />