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BORINGIWELL CONSTRUCTION DETAIL pio GRLAPPHIC OG DESCRIPTION <br /> (ppmv) <br /> 0 2"asphalt <br /> Vault 8 <br /> AB ravel fill <br />' Coiling Cap <br /> 1 1 Ftli <br />' Cemerrt Sand <br /> 2 Mot 2 Found 1"-2"diameter pipe with hand auger move <br /> canter 1 5 south <br />' 3 <br /> LL NeatCemem 3 5"piece of asphalt <br /> W <br /> L.L <br /> 1 w 4 4 <br /> Blank Hand augered to 5 <br /> rn 5 PVC Casing 5 <br />' Z Black to brown organic CLAY(OH) damp <br /> 0 <br /> 6 6 <br /> m 7 7 <br /> 1 � <br /> 8 8 <br /> 31`-i Poorly graded SAND(SP)with gravel to 3/4" damp no <br /> 9 9 ;. odor <br /> \• Nei���\ <br /> 10 10 ...' ......................................................... <br /> GRAVEL(GP) <br />' 11 11 ° o�oa <br /> a 0 0 <br /> iia°O Oa <br /> 12 12 <br /> I � I � Ir��l�l�f <br /> Inch Radius 0 2 4 B <br />' Logged by O Kittredge Dnlpng Company- B&F Well Head Completion 16 00 his <br /> Project Mgr J Doub Drilling Method Mobile Dnp Type of Sampier• is,CSS <br />' Date Dnlied 12127!91 Diller TD(Total Depth) 40' <br /> Explanation CornacM <br /> Water level during drilling Solid where certain L.Y5W(INYHl\_✓MMA Q <br /> 1 'Z,7 Water level in compimed well totted where approximate <br /> Boring/Well Log .SOB NUMBER <br /> Location of recovered diDashed <br /> ll sample � •' where uncertain <br /> Monitoring Well 4 89-016 <br /> . I Ovation of sample sealed for IV Ve Haohured where gradational <br /> chemical analysis Shell Service Station BORING/ <br /> est K Estimated permeability WIC#204 7524 2408 WELL <br />' ® Sieve sample (hydraulic conductivity) <br /> 1K—primary 2K.secondary 4445 Pershing Avenue �A� <br /> ® Grab Sample Stockton,CA t1�AY y—4 <br /> NR No Recovery <br /> 1 <br />