| 
								          							r.      FFAI 		1   f'I u  I
<br />    		1'8 April'2003    1       f    			I   				di	I     '
<br />    		AGE-NC Project No 97-0333
<br />   		Page 6 of 11     �11   n   					;'    ,�      				���   		I�,ir'    .	I  ' ,
<br />     1      	3 3 '    LABORATORY ANALYSIS OF GROUNDWATER SAMPLES
<br />  											,'  I   	I	I F       	r       P   ,
<br />    		Each ground water,sample was lagged on a chain-of custody form,placed in a chilled container and,
<br />    		transported to'a California Departrnent'of Health Services (DHS)-certified laborator0or analysis 	_'IE'i
<br />  																			I^
<br />     	'r      for
<br />  			•   TPH-g  and `TPH-d  by  EPA„ Methods„ 5030/8015 ,andf LUFT/EPA  Method  8015B,
<br />      			respectively,
<br />       					1       													OF,
<br />     																					Id
<br />  			•   BTEX by EPA Method 8020, and       				h		''
<br />       					I     									I
<br />  			•1i  ;Volatile organic compounds, including PCE, TCE„1,2-DCA, EDB,'MTBE, TAME,DIPE,
<br />      			ETBE and TBA by EPA Method 8260 Modified    			a
<br /> II`    I       	t    I
<br />     			J .'
<br />      													I					I
<br />    		34      FINDINGS 																N
<br />       														'    					!   	r
<br />    		Ground water[elevation, flow direction and gradient were determined from field data collected on
<br />    		10 November 2002, the contaminant impact to ground water was quantified by laboratory analysis ,
<br />  '       	of water samples collected on 10, 11 and 12 November 2002
<br />    															IF
<br />    		3 4 1'   Ground Water Elevationland Gradient
<br />     	,I      The depths to ground water were measured at between 20 38 feet(MW-11 A)and 22 20 feet(MW-6)
<br />  '       	below the tops of the well casings on'f10 November 2002, ground water elevations were calculated
<br />}
<br />  		' to be between 11 05 feet(MW-11D)and 1164 feet(MW-1'0B) above mean sealevel(MSL) (Based
<br />     !      	on current and previous monitoring data collected from wells MW-1 through MW-6, ground water  		1
<br />  1;  																					U
<br />    		elevation at the site generally increased an average 0'37 feet between,the `August 2002 and the
<br />  Ik    i    	November 2002 ground water monitoring events
<br /> E ' 		1f     	� 	`    		!I 1  		I     1   J    			I     ion ',,I
<br />   C		Ground water elevation data collected from multi-level wells MW-11, MW-12 and MW-13
<br />  'I� 		10 November 2002 is depicted on cross section°F--F' (Figure 3)  The vertical gradients between 1
<br />    		adjacent screen intervals are depicted on cross section F-F', the vertical gradient was'calculatedby
<br />    		determining the difference between ground water elevations (dh) and dividing by the difference of
<br />    		the screen interval midpoints(dl) Generally,very slight downward vertical gradients were observed  I 		��
<br />    		between the First Zone,Second Zone,Third Zone and Primary Zone screen intervals of westernmost,
<br />    		well MW-11  Eastward's along cross section F-F', mainly neutral gradients were observed,,at well,
<br />    		MW-12 and alternating gradients(downward'in the First Zone, upward in Second'Zone, downward
<br />    		in Third'Zone and neutral or,upwards in the Primary zone) were observed at easternmost well
<br />   		'MW-13
<br />       								I
<br />		1   IIF
<br /> 																	Env
<br />																	I I
<br />    			1    				11      		I I       	}	4   I    4dvancedGeoprronmental,Inc
<br /> 		J  I    rr'  ,    		II     	f     ,�   I  ,     �   ,I III  I '   11  ��      ,�  ,   ,      		Ih   	IIII��    ' ,   I  I    t•
<br />			r      								I'
<br />
								 |