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I ) I L__,� L.:,:r L�� r �.� Lam• L� �' I:�.�.' �
<br /> APPROXIMATE BORING DEPTH—
<br /> EXPLANATION
<br /> (FEET BELOW GROUND SURFACE)
<br /> BORING NUMBER—► Ase-2 CO' 29.01 FEATURES OF FORMER STANDARD OIL ® METAL DETECTOR ANOMALY
<br /> TPHC <o.oDS 17000
<br /> 0.95
<br /> B 4o.o0s oss COMPANY PUMP STATION;HISTORICAL
<br /> SITE MAP PROVIDED BY CHEVRONTEXACO — — — KINDER MORGAN PETROLEUM PIPELINE
<br /> CONSTITUENTS--� T 00.005 o.27
<br /> (RESULTS IN MILLIGRAMS E 00.005 0.73
<br /> X 000065. - 0.87 . — Pf-- SUSPECTED PRODUCT LINE
<br /> PER KILOGRAM(mglkg)) PAH-+ 0.008.0.019` 0.474.0.
<br /> ONLY DETECTED CONSTITUENTS ARE ---WP-- SUSPECTED WATER LINE
<br /> LISTED.REFER TO TABLES 1 AND 2
<br /> FOR OTHER DATA.
<br /> —�1u-- UNDIFFERENTIATED UTILITY
<br /> TPHc=TOTAL PETROLEUM HYDROCARBONS MISCELLANEOUS DEBRIS
<br /> QUANTIFIED AS CRUDE OIL.
<br /> BTEX=BENZENE,TOLUENE,ETHYLSENZENE, -$- MONITORING WELL
<br /> AND XYLENES.
<br /> PAHs=ACENAPHTHENE,ACENAPHTHYLENE, ® APPROXIMATE PROPERTY LINE
<br /> ANTHRACENE,BENZO(A)ANTHRACENE,
<br /> BENZO(A)PYRENE,BENZO(B)FLUORANTHENE, SB-1A APPROXIMATE LOCATION OF SOIL
<br /> BENZO(G,H,I)PERYLENE,BENZO(K)FLUOROANTHENE, BORING ADVANCED BY GEOLOGICAL
<br /> CHRYSENE,DIBENZO(A,H)ANTHRACENE,FLUORANTHENE, TECHNICS INC.,1995
<br /> FLUORENE, INDENO(1,2,3-CD)PYRENE,NAPHTHALENE,
<br /> PHENANTHRENE,PYRENE. $e-3, APPROXIMATE LOCATION OF SOIL
<br /> ND=CONSTITUENTS NOT DETECTED ABOVE LABORATORY BORING ADVANCED BY RADIAN
<br /> QUANTITATION LIMIT. INTERNATIONAL LLC,1998
<br /> III ® \ \\\\
<br /> \' .
<br /> 1
<br /> SS-13@ APPROXIMATE LOCATION OF SOIL BORING
<br /> n j I I 1 ® \ ,, ADVANCED BY GEOMATRIX,2002
<br /> APPROXIMATE LOCATION OF SOIL BORING
<br /> ADVANCED BY GEOMATRIX FOR THE BELLINI
<br /> 1 PROPERTY INVESTIGATION,2003
<br /> Asa-1• APPROXIMATE LOCATION OF SOIL BORING
<br /> \\—.__.f i •} ® \\\ ADVANCED BY GEOMATRIX FOR THE ARCOS
<br /> PROPERTY INVESTIGATION,2003
<br /> 1
<br /> I I I \ °\ 0) DOMESTIC SUPPLY WELL
<br /> BB-17 ,° 1.0• -` 5.0' 24.0' \\\\� \ �,
<br /> 1 TPHC 440 290 87 \ ESTIMATED LATERAL EXTENT OF SOIL
<br /> PAH: .0.005-0.009 <0.005.0.01g 40.005 \ \ \.
<br /> }I \\Sig ND AFFECTED BY PETROLEUM HYDROCARBONS
<br /> BASED ON TPH CONCENTRATIONS>100 mg/kg
<br /> SB-79 +56.0 AND/OR FIELD OBSERVATIONS
<br /> \ SB 7
<br /> TPHe 690
<br /> PAH: 00.005-0.018
<br /> \ UDS SB 18
<br /> } SS-1.\ \ \\
<br /> \ SB-20' "'--67:5'
<br /> SB 19 TPHe 4700
<br /> IS9•15 5.0' "'64.0': E 0.009)
<br /> 1 TPHe 050 ' 24000 \ 1:{\ .PAH: 00.050-2.6 -
<br /> T 0.007 00.05
<br /> E 40.005 1.8
<br /> X 40.005 1.2
<br /> } I PAH-'
<br /> } 9Q 4
<br /> Sa3
<br /> SB-15 , BB-20
<br /> MW-3
<br /> sa-10
<br /> i } BELLINI SB-9 Sae se-1s xr°s6-1e t0 • " s6 _ zs -
<br /> PROPERTY SBE, MW- 84 \ TPHe 1140 100 39000
<br /> SB-11 t SB-128-13 \\
<br /> E <0.DD5 40.005 12
<br /> -, -. - e X r 00.00.5 00.W5 0.60
<br /> �
<br /> B5 00
<br /> �_ \ PAH. .008.0.018 .40:005_, 00.250.25'
<br /> \\
<br /> \\\ \
<br /> — [ T
<br /> AS
<br /> L.4 \
<br /> \ Nl\\X
<br /> �® a r--•--a.-- 1.:--
<br /> A1`B:2 rt F�c�-:oyISB-21M
<br /> �
<br /> T \\�.
<br /> } I I} // , SS-21 •to• -5za ®® \\ \ •\\
<br /> I // TPH. 70 2900 }~ \
<br /> PAM. 00,005 00.05 �A3B4•
<br /> 0.1.7 '�. 1 ASB-170NX
<br /> 1
<br /> AS
<br /> ASS..
<br /> es
<br /> pQ J
<br /> PROPFRiy ® ASB-70 \ \ \
<br /> }I } I I I LASS-10M �� \
<br /> 1
<br /> m
<br /> -N- } e
<br /> E,o5 +} }
<br /> - I ASB-12b
<br /> n e APPROXIMATE SCALE IN FEET } ® BASEMAP MODIFIED FROM:
<br /> 1$ 60 ARCOS } ` 1.Aerial photography and field survey of the former pump station completed
<br /> ° In September 2003 by West Yost&Associates,Inc.of Davis,CalHomla.
<br /> PROPERTY 2.Geophysical survey map by Norcal Geophysical Consultants,Inc.,
<br /> E! 0 36 72 } ® September 2003.
<br /> - APPROXIMATE SCALE IN METERS i ASM*
<br /> a Figure By project No.
<br /> SOIL DATA-BELLINI PROPERTY INVESTIGATION dmm
<br /> - / QSBa� 5011.002
<br /> a. FORMER VERNALIS PUMP STATION Map No. Figure
<br /> o` GEOMATRIXDate
<br /> Welty Road,Vernalis, California 01/05/04 3
<br /> o.o
<br />
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