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Alk
<br /> L
<br /> NORTHWEST C+
<br /> SOUTHEAST
<br /> PROJECTED T-1 PROJECTED
<br /> GROUND A-A' (TMG, 1992) B-B'
<br /> SURFACE T-6 SECTION PROJECTED SECTION T-2a
<br /> I
<br /> -5 T-1-5r Tia-51
<br /> TPH-0(220 ppm T�+-G(ND)
<br /> NO DATA TPH-D(8700 PPM CONCRETE TANK TPH-D(260 ppm)
<br /> TPH(11,000 ppm) TPJ(450 ppm)
<br /> 8010(ND) 801d0(ND)
<br /> ' T-1-10'
<br /> TPH-G(160 ppm T-2 1o'
<br /> -10 — TPH D(2300 ppm TPF G(52 ppm)
<br /> TPH(4700 ppm ESTIMATED LIMIT OF TP -D(�ppm;
<br /> 1,1,DICHLOROETHANE(064 pp HYDROCARBON T (450°ppm)
<br /> TRICHLOROETHENE (04 pp CONTAMINATED SOIL " '0(N°)
<br /> TOLUENE(029 ppm)
<br /> ETHYLBENZENE( 13 pp Ilk
<br /> , /
<br /> 11- 2a
<br /> 71-15'
<br /> T-6-15 5 TPH-G(170 ppm) TPH-G,TPH-fl,
<br /> BTEX(ND) TPH-D(17,000 ppm) TI�ROJECTE(7
<br /> TPH-D(NO) TPH(41,000 ppm} AN TPH 8010(ND)
<br /> ANGLE BORING
<br /> TPH/TRPH(ND) 1,1,DICHLOROETHENE(.38 ppm) A&1-27
<br /> 1 1,DICHLOROETHANE 1,1,DSONLOROETHANE(5 3 ppm) TPH-G(ND)
<br /> (�ppm) TRICHLOROETHENE(06 ppm) TPH-D
<br /> -20 — 1,1,DICHLOROETHENE (ND) T-2a-20
<br /> (�ppm) T-1-20 TPH(ND)
<br /> TPH-G,TPH-D,
<br /> TPH-G(NQ) 8010(NO)
<br /> 1,1,1,TRICHLOROETHANE
<br /> (019 ppm) TPH-D(ND) TPH,8010(NQ)
<br /> TRICHLOROETHENE TPH(ND)
<br /> (015 ppm) 8010(ND)
<br /> -25 -- T-1-25'
<br /> TPH-G(ND) T-2a-25
<br /> TPH-D(ND)
<br /> TPH-G,TPH-I),
<br /> TPH(ND) TPH,8010(ND)
<br /> 1,1,DICHLOROETHANE(014 ppm)
<br /> LL 1,1,1,TRICHLOROETHANE(0059 ppm)
<br /> Y
<br /> -30
<br /> T-2a-30
<br /> 2
<br /> r„- TPH-G,TPH-D,
<br /> IL TPH,8010(ND)
<br /> LLJ
<br /> -35 —
<br /> T-2x-35'
<br /> TPH-G,TPH-D
<br /> TPH 8010(ND)
<br /> -4a —
<br /> T-6-40 5'
<br /> BTEX(NO)
<br /> TPH-O(NO)
<br /> TPWMPH(ND)
<br /> 1,1,DICHLOROETHANE
<br /> (002 ppm) ESTIMATED LIMIT OF SOLVENT
<br /> -45 — 1,1,1,TRICHLOROETHANE CONTAMINATED SOIL
<br /> (010 ppm)
<br /> TRICHLOROETHENE
<br /> OD8 ppm}
<br /> -50 -
<br /> -55
<br /> ESTIMATED GROUNDWATER TABLE
<br /> 1, 1, DICHLOROETHANE 1,1, DICHLOROETHENE 1, 1, 1,TRICHLOROETHANE TRICHLOROETHENE
<br /> PRIMARY MCL GOALS 005 ppm D06 ppm 20 ppm 005 ppm
<br /> (PARTS PER MILLION)
<br /> NOTE
<br /> BORING T-1 IS PROJECTED 10 FEET W Z I INC
<br /> i
<br /> NORTHEAST INTO PLANE OF SECTION BAKERSFIELD, CALIFORNIA
<br /> LUSTRE-CAL NAMEPLATE CORP.
<br /> Site Assessment Report
<br /> CROSS-SECTION C-C'
<br /> a 5' 10' THROUGH CONCRETE TANK
<br /> SCALE 1N FEET DATE 22EXHIBIT
<br /> 9193 17oo1°A �12
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