| 
								          		E11�yt®
<br />  1       			•
<br />      		Ms. Margaret Lagorio
<br />  ' 		October 14, 2004
<br />      		Page 2
<br />  '		direction for zone B was generally east-northeast with an average hydraulic gradient ranging from
<br />      		approximately 0.001 ft/ft to 0.009 ft/ft.
<br />  '		Groundwater measurements from wells screened in zone C (U-10, U-12, U-15, U-17, U-19, U-21,
<br />      		U-23, U-25, U-26, NP-1-111 and NP-2-116), and wells screened in zone C at the former Vintage
<br />      		Car Wash  site, were  used  to construct  the groundwater elevation contour map  included as
<br />      		Figure 5.   The groundwater flow direction for zone C was  generally east-northeast with an
<br />  '		average hydraulic gradient of approximately 0.005 ft/ft.   Copies of the groundwater sampling
<br />      		information sheets are included as Attachment B.
<br />      		Quarterly Groundwater Sampling and Analytical Results
<br />      		Groundwater samples were collected from site wells on August 16 through August 20, 2004.  The
<br />  '		groundwater  samples  were  submitted  to  Califomia  Laboratory  Services  (CLS)  in  Rancho
<br />      		Cordova, California for analyses of benzene, toluene, ethylbenzene and total xylenes (BTEX) by
<br />      		EPA  Method  8021, total  petroleum  hydrocarbons as gasoline (TPHg) by  EPA Method 8015
<br />      		Modified, and fuel oxygenate compounds: methyl tertiary butyl ether (MtBE), tertiary-amyl methyl
<br />      		ether (TAME), tert butanol (TBA), diisopropyl ether (DIPE), and ethyl tertiary butyl ether (ETRE)
<br />      		using EPA Method 8260B.
<br />  '. 	Cumulative  groundwater  sampling  analytical  results  are  summarized  in  Table 1  through
<br />      		Table 6. Dissolved concentrations of benzene, TPHg, and MtBE for zone A, B and C in third
<br />      		quarter  2004  are  presented  in  Figure 6  through  Figure  8,  respectively.    Copies  of  the
<br />  '		groundwater sampling information sheets are included in Attachment B.  Laboratory analytical
<br />      		results with chain-of-custody documentation are included in Attachment C.
<br />  '		TPHg Concentration Trends
<br />      		•    TPHg  concentrations  decreased  in  wells  U-11,  U-16,  U-17,  U-22   through  U-26  and
<br />  '     		piezometer NP-1-22 since the last sampling event.
<br />      		•    TPHg  concentrations  in  wells  U-1,  U-2,  U-3,  U-12,  U-13,  U-19,  U-20  and  piezometer
<br />   			NP-2-60 and NP-2-116 increased since the last sampling event.
<br />   			TPHg concentrations remained below laboratory reporting limits in the remaining wells and
<br />   			piezometer NP-2-22.
<br />      		Benzene Concentration Trends
<br />   			Benzene concentrations decreased in wells U-1, U-5, through U-9, U-11, U-15, U-16, U-17,
<br />   			U-19 through U-26 and piezometers NP-1-22 and     NP-1-65 since the last sampling event.
<br />     		•    Benzene concentrations in wells U-2, U-3, U-4, U-10,  U-12, U-13,  U-14 and piezometers
<br />   			NP-2-60 and NP-2-116 increased since the last sampling event.
<br />     		•    Benzene concentrations remained below laboratory reporting limits in the remaining wells
<br />  '     		piezometer NP-2-22.
<br />      •	J:1Projects10694010187-3251FinaRReportsl3rd Qtr04-QMR RSR10187 3rd Qtr04-QMR RSR.doc
<br />  '     							Celebrating 35 Years of Excellence in Environmental Services
<br />
								 |