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CROSS <br /> SECTION <br /> B B <br /> A ; A' <br /> l� SOUTHWEST + NORTHEAST <br /> I GP 2 MW 2 GP-6 GP 7 <br /> 0 MW 1 GP 3 MWO ix GP 5 GP-6 MM3 GP 10 MWO 1 . <br /> • , , a <br /> ?+ 7RM • .. E •• • r + • ; • ° • •• r, •�• f. <br /> p • • r a ? LEGEND <br /> .* <br /> < - MIN GROUNDWATER <br /> [11 N<0 00 r '•a •� • a • • • • ELEVATION 8 24 bps <br /> • APPROXIMATE CONTACT BETWEEN SOIL TYPES <br /> ? • . [<1 01<0 0051<0 005] • •• •[e1 O/<0 0051<D 005] r ? <br /> ` s .— [<1 0/10 owlo 0051` " [41 01<0 OOS/D 015]ml� <br /> ^ r y '[<1 of<0 005/10 005] ` <br /> �:K , -. -1� ' ` a ,;, • ta..•.ti >.r " < e <. .. i : r- � , _,n-v _ +t ;y.sar`t � [ 1 Ol 0 0051 0 006] SOIL SAMPLE LOCATION <br /> [<1 0110 005/c0 005] h ^n; ' <br /> ?yt vo <br /> • , TOTAL PETROLEUM HYDROCARBONS AS <br /> <i 01<0 005!<O 005 • ? - ' v ° �`�'' ` {::'` I<1 01<0 00510 037]? GASOLINE BENZENE METHYLTERTIARY <br /> + 4•'-r.; ° . ` ' •• [ ] � • °^'* ••': ^y' ti MAX GROUNDWATER <br /> r "• °• ' ELEVATION 1015 bps BUTYL ETHER CONCENTRATION IN <br /> ` 0 005 • . ' • MILLIGRAMS PER KILOGRAM(MgA(p} <br /> 001 ' <br /> V [<1 0/<v 00510 0211 [<1 01c0 005/0 017] (11 Ol10 00510 044] <br /> Ef 7 <br /> ? • Z • . 7 <br /> R i•r •7 DEPTH TO GROUNDWATER 21103 <br /> I ? s �• ,•. 1 � ? r <br /> C 20 [11 01<v 60510 0121 < OY<0 005!<O 006] I<l(Y�o 005110 DOS] ] <br /> A TD=217 TD=20 Tia=27 TD=20 <br /> �.TD=20' TD=2d' 7 T6=20' TD=20' ? TD=20' T 7 TD=20' SCREENED iNTERVALOF 41lIEll. <br /> L ~�•[<1 am 005/0 0371 <br /> DTOTAL DEPTH OF BORING IN FEET BELOW <br /> P ?t r ? TD-20 TOTAL <br /> T s <br /> H <br /> 30 <br /> N ? /? CLAY(CL) <br /> [41 Of40 005110 ODSj I <br /> TD_W i I 7 SILTY SAND(SM) <br /> F <br /> E <br /> E I) SAND(SP) <br /> T <br /> B CROSS Few GRAVEL FILL <br /> E SECTION <br /> L <br /> AA <br /> W B EFCLAYEY SAND(SC) <br /> 3 NORTHWESTMW4 SOUTHEAST SO STORM SEWER <br /> U ,GP 2 <br /> GP 4• MW 1 bpi. GP r GP 11• GP 9' GP 12• GP 14• SS SANITARY SEWER <br /> R Q <br /> F ? • • • • - ° • •• ? E ELECTRICAL <br /> • • E • E . 0. •' O4W DOC}• E• �° • E 5 G GAS LINE <br /> • D O <br /> E •. S . E p . ' ••. • r ? ) W WATER LINE <br /> MIN GROUNDWATER i <br /> G ? ' • ` • .O 815D • ' ELEVATION 6 24 bps <br /> R ;[NA1100051-0005] • Ili W0641<0005] T TELEPHONE <br /> A r" "+�.A.g • ' s r —001— MTBE ISO CONCETRATION CONTOUR <br /> D [<i 0/<0 005/<O 006]` ? [<1 Ol<0 005110 006] [<i O!<0 om-o 005] 'r [41 0140 0051<0 005] <br /> E 10 <br /> - 5 _ y`.�-r CS • _ ,�'s.7..5y`�`a`"a✓}"'x-xti:-"�,rf ,hc„rM '`.�r.t'+'�.,p .` _a:ti 's ? MAX GROUNDWATER <br /> ? TD=17 7 ELEVATION 10 15 bps <br /> = ? <br /> • 1 7Z7 <br /> [110h0005110005] ?. [110110005!10005] , <br /> [NA/<0 005/<0 0061 / ? <br /> 0/<o 00510 021] <br /> 20 [0 Of<0 005110 005] TD=20 D 20 TD=20 [<1 0110 005/<O 005] [NA/<0 005!10 ODS] TD=20 TO 21Y TD=20 [<1 cv<0 0051<O 005] V <br /> TD=20' E <br /> [ei Ol<O 00510 012] R <br /> 0$ k S <br /> ADVANCED NOVEMBER 1988 C <br /> A o 5n PT <br /> L <br /> E 10 FT <br /> HORZ SCALE <br /> NOTE DEPTHS OF UTILITY CONDUITS WERE NOT MEASURED DURING UTILITY SURVEY CONDUCTED ON 8/14103 SHOWN DEPTHS ARE APPROXIMATE <br /> s � <br /> J TRUCK PLAZA FIGURE <br /> 15500 FIGURE HARLAN ROAD <br /> ENVIRONMENTAL,INC LAHROP, CAL[FORNIA 5 <br /> GEOL GIG CROSS SECTIONS PROJECT NO <br /> g 2033-16600-01 <br />