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220 <br />240 <br />260 <br />260 <br />280 SECTION A-A� <br />SCALE: Horiz. 1' = 400' <br />Veil. i' = 40' <br />300 j <br />320 <br />340 <br />N <br />8 g <br />WEST <br />60 <br />40 <br />20 <br />0 <br />20 <br />J L LL TO 78' <br />so <br />60 <br />O <br />O <br />Q J <br />LL <br />GEOLOGIC CROSS SECTION A -A', 8-8', AND D -D' <br />b <br />m <br />�Z <br />p <br />8 2 <br />m <e� SSS <br />jJ 0 $30 <br />y< <br />o �a <br />m S <br />o z <br />B <br />'O o <br />m <br />�J <br />po <br />® ®® ^ <br />EAST <br />OWN er <br />D[6 er__ <br />o <br />o <br />ow <br />a <br />a• $ <br />NC <br />D <br />NORTH <br />x-60 <br />- <br />CC <br />to <br />o $ <br />A <br />SOUTH <br />20 <br />D a m m 00 <br />7 <br />0 <br />A v' <br />n .S <br />.S 3 <br />N <br />20 <br />EAST <br />'p <br />n <br />TO -82' ?TD62' .• <br />TO 82' <br />58 <br />TO 100' <br />40 <br />WEST <br />SECTION B -Br <br />; o. <br />N o <br />^ <br />m a. m' '7g <br />m N <br />m <br />60 <br />5 <br />W y <br />U <br />N U <br />W$ <br />40 <br />j 20 a <br />C <br />,> <br />... _. <br />20 <br />�1— <br />20 <br />_ <br />i <br />c 7 <br />1•liio <br />'. ' i78,9a <br />]„ 96 <br />.40 <br />0 <br />j <br />TD 88• <br />TO 695 <br />.6p <br />— <br />_� <br />TO 98' <br />. <br />60 <br />i20 <br />106.5' <br />_40 <br />Lao <br />TO- 123' <br />-100 <br />— <br />Z <br />\ <br />.t20 <br />ear <br />7-7' <br />60 <br />-140 <br />�� <br />.. <br />D90s <br />To 173'. <br />-60 <br />TD 99' <br />—`_ <br />i----__� <br />i 80 <br />i� <br />t <br />_ <br />TO 912• <br />80 <br />_ <br />T t9� <br />`TD 119' <br />TD -119' <br />TD -120' <br />TD- 123 <br />70.120' TD -12t' <br />TO.125' TO. 127 <br />220 <br />100 <br />SECTION D -D <br />240 <br />' 120 <br />T'-- _ <br />_ <br />�y7 <br />SCALE: Hortz. i' = 400' <br />.260 <br />) <br />Vert. 1' 40' <br />140 <br />280 <br />_ <br />160 <br />TO 200* <br />300 <br />-320 <br />—7 <br />777 <br />60 <br />-` <br />AIL7-t —to <br />.340 <br />TD -377 <br />i <br />200 <br />T0-242' TO 242' <br />220 <br />240 <br />260 <br />260 <br />280 SECTION A-A� <br />SCALE: Horiz. 1' = 400' <br />Veil. i' = 40' <br />300 j <br />320 <br />340 <br />N <br />8 g <br />WEST <br />60 <br />40 <br />20 <br />0 <br />20 <br />J L LL TO 78' <br />so <br />60 <br />O <br />O <br />Q J <br />LL <br />GEOLOGIC CROSS SECTION A -A', 8-8', AND D -D' <br />0 O <br />C y� roma <br />O <br />�Z <br />p <br />8 2 <br />m <e� SSS <br />jJ 0 $30 <br />y< <br />o �a <br />m S <br />o z <br />B <br />-7 <br />�J <br />po <br />® ®® ^ <br />EAST <br />OWN er <br />D[6 er__ <br />o <br />tat <br />ow <br />D <br />NORTH <br />x-60 <br />./ <br />to <br />o $ <br />ap <br />SOUTH <br />20 <br />7 <br />0 <br />f,Ea9e J <br />N <br />20 <br />N <br />TO -82' ?TD62' .• <br />TO 82' <br />TO 100' <br />40 <br />SECTION B -Br <br />. <br />SCALE: Horiz V = 400' <br />Vert. 1' = 40' <br />EXPLANATION <br />Refuse <br />Clay and silt (CH. CL. MH. ML. SM -ML. SC -CL) <br />U Sand (SP. SP -SW SW. SC. SM. SP -SC. SC -ML) <br />-- Boring <br />— Gravel pack interval <br />Screened mterval <br />Bottom of boring <br />TO 76Total depth of boring <br />® Static water level <br />CITY OF STOCKTON <br />AUSTIN ROAD LANDFILL <br />STOCKTON. CALIFORNIA <br />GEOLOGIC CROSS SECTION A -A', 8-8', AND D -D' <br />D <br />c <br />0[ACR1RT10N <br />"M 9, DEs eT C]R, er Aso e+ <br />o <br />OWN er <br />D[6 er__ <br />o <br />ow <br />D <br />NORTH <br />6 <br />V4 <br />S <br />to <br />o $ <br />AUSTIN ROAD LANDFILL <br />SOUTH <br />N <br />N <br />`i y <br />W2 <br />40 <br />�0 <br />�1— <br />20 <br />_ <br />1•liio <br />'. ' i78,9a <br />]„ 96 <br />.40 <br />j <br />TD 88• <br />TO 695 <br />.6p <br />— <br />_� <br />TO 98' <br />. <br />60 <br />TO <br />106.5' <br />Lao <br />TO- 123' <br />-100 <br />.t20 <br />ear <br />7-7' <br />-140 <br />�� <br />.. <br />To 173'. <br />—� 7 <br />180 <br />200 <br />220 <br />SECTION D -D <br />240 <br />T'-- _ <br />SCALE: Hortz. i' = 400' <br />.260 <br />) <br />Vert. 1' 40' <br />280 <br />_ <br />300 <br />-320 <br />—7 <br />777 <br />AIL7-t —to <br />.340 <br />TD -377 <br />EXPLANATION <br />Refuse <br />Clay and silt (CH. CL. MH. ML. SM -ML. SC -CL) <br />U Sand (SP. SP -SW SW. SC. SM. SP -SC. SC -ML) <br />-- Boring <br />— Gravel pack interval <br />Screened mterval <br />Bottom of boring <br />TO 76Total depth of boring <br />® Static water level <br />CITY OF STOCKTON <br />AUSTIN ROAD LANDFILL <br />STOCKTON. CALIFORNIA <br />GEOLOGIC CROSS SECTION A -A', 8-8', AND D -D' <br />R[v Wi[ <br />0[ACR1RT10N <br />"M 9, DEs eT C]R, er Aso e+ <br />DATE 0` 1ss0E <br />OWN er <br />D[6 er__ <br />CM 99 <br />AN OT <br />EXPLANATION <br />Refuse <br />Clay and silt (CH. CL. MH. ML. SM -ML. SC -CL) <br />U Sand (SP. SP -SW SW. SC. SM. SP -SC. SC -ML) <br />-- Boring <br />— Gravel pack interval <br />Screened mterval <br />Bottom of boring <br />TO 76Total depth of boring <br />® Static water level <br />DRAWING NO. <br />2 <br />-OJLC• No <br />802.001.010 <br />CITY OF STOCKTON <br />AUSTIN ROAD LANDFILL <br />STOCKTON. CALIFORNIA <br />GEOLOGIC CROSS SECTION A -A', 8-8', AND D -D' <br />DRAWING NO. <br />2 <br />-OJLC• No <br />802.001.010 <br />