Laserfiche WebLink
ro - - <br /> _ DOPLING LOG VJ r <br /> Project Na Boring Diameter 873- <br /> ��By -BGG <br /> KEi-P33-1Q13 P4 Carsmg Diameter z~ TS ��(, �tio 33 <br /> Protect Name Unocal S/S #5C98 NN ell Cover Elevation DateDnlIed <br /> 5606 Pacific Avenue,Stockton N!A 11/10/95 <br /> Boring No Drilling Hollow-stern Drilling Company <br /> N1NI6 Method Auger 1VOodward Driifing <br /> Z Pene- G>1 0 V til Depth Stratigraphy <br />�i tration level (P P,11) (feet) CSCS Descnpnon <br /> blovrs/6^ Samples <br /> 0 <br /> Ccr crepe slab o%er sand and fav el base <br /> Sandy slit, trace rra',el to 3/4 inch in dlame-cr,predominantiv very fine <br /> to f ne-grained sand stiff,moist dark bro,.v7i <br /> 9/14/i9 5 -E _—_ Si t,, very fine-grained sand est_mnle,i at 15-2jrc silt very st:ft to <br /> --_= bard dart.yeilo .ish brown <br /> ---_ -----_..--- .. ------ <br /> lC,l.t/_0 � i i� ---.-- Silt estimated at 5-focc sand and o to <br /> , ven stiff hard moist_ <br /> cx-;;ellowish bra v n trace cal,che <br /> ML --__ <br /> zzz <br /> 3 11/15 15 --___—_ Sit estim31,d at 10-20', said and 5-15 r�-'av ve*y 5tifi, mo,si ols�c <br /> broLvn, friable xith caliche <br /> __—2f) � _ Siit estimaiticl it 5 !5`e prcdnr;l.i ui.lr fi,t to mLdi[im gF13[14r!6zrs <br /> — tt^d 5-10'r clay,stiff, motet dar: vzllwvtsh bro,,,n <br /> t cvt 3 <br /> i <br /> 588 <br />