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r" a� <br /> e.r. a .sr ,. - F. AT <br /> s <br /> _ _ r <br /> Wz- <br /> s25 March 2005VVip <br /> - <br /> = AGE NC'Project No:04 1232 <br /> Page 2 of 4 - 4 <br /> SUBSURFACE FIELDr PROCEDURES - } t <br /> "� - <br /> J = - <br /> The investigation'was conducted in accordance with:Limrted'�Nite-AssessmentWork-P.lan'(Septic <br /> - -TaA'Area) ,to collect-and analyze soil samples:from-.beneafl' the-Septic tank, the:bottom V the <br /> s <br /> seepage pit and three intervals.of the Teach trench.related to the on site, commercial septic system <br /> -On..14 March 2005;a Well Boring'.Permit Application was submitted and approved.Further on--site _ <br /> inspection, of =#he' septic system 'during aampling-reve-aled._the;.previously `unknown -system <br /> coristnicfion. The septic system was drscovered-include-a-1;25,0 to L500 gallon'septic tank:with a-- <br /> y; - <br /> single discharge,trench flled"with filterrock.=The discharge.trench was.approximately 35-feet rn <br /> length and:-covered by a 12 inch concrete pipe.half,which-emptied into a 24-inch seepa&i.-The <br /> seepage pit was determined to be approximately 13�15 feet below surface grade The design of the- <br /> offline septic:-system and locations of the.samplipg points are:indicate'd on the site plan(1�gure 2).", v_ <br /> SOIL-SAMPLING <br /> HL <br /> Ori 1:4March.2005,an AGE representative met Mr. Michael Infurna-of the-SJGEHD at the site for ' <br /> approval o1.the requested sarnpling''lo'dhons Followirig SJGEHD concurrence;five soil samples <br /> - (513-1 through.SB-05) Were collected.at,the specified-locations_S-amples SB 1-through SB-:3 were - <br /> collected at depths of 3 to 5 feet bsg,-directly.beneath the leach trench;-sample SB-4 was collected <br /> at'13.5 feet,bsg directly beneath the seepage pit; sample SB-5 was collected at 6 feet bsg directly <br /> beneath�the septic tank-at the discharge end: Soil samples were collected using a Geoprobe soil a <br /> _ . - <br /> _ - sampling assembly loaded with.four pre-cleaned 1.425-inch by,6-inch brass sleeves or with a°hand <br /> ~. . auger arid'slide hammer loaded with single 2 nch by.6 m .h'brass:sleeve.:The iipperniost sleeve <br /> of each soil sample assembly Was preserved by covering;both ends of the brass sleeve with Teflon ` <br /> sheets, capping, and sealing with tape 12 <br /> -1 ZEL <br /> All sam les were proper lade ed,'placed n a a ro hate;chilled container and trans ported under _ - <br /> p . p p Y_T pP p- p <br /> chain-of.custody to Cal:Tech Envir_onrriental Laboratory a State of Cahforriia Department of Health <br /> Services: DHS =certified laborato As ntatives of both-AGE <br /> er consultatiori betweenthe're rese{ ).� rY ° p p <br /> . ..and SJCEHD,a modified analytical-'scheme`was,implemented at the site to satisfy'the requirements <br /> :of SJCEHD._The.samples'using the znodzfled analysis Were analyzed for = - <br /> * <br /> _Total_petioleuni.hydrocarbons quanti f ed,as_gasoline;,and diesel..(TPH=g,and.TPH-d) m <br /> accordance with EPA:Method.8015m;and ti <br /> - _ <br /> •}Full scarf 8260,:iri accordance with EPA 1Vletliodu:82601i '� <br /> - �{ <br /> - tj <br /> - `�� s•_ - - ter' + _ -.. 3's ': - - -. <br /> ' f <br /> _ -s'�n.q <br /> of <br /> }" <br /> AdvanceeoEnvironmental,Inc. _ <br /> ' - - _.. .,,-. • _ r .. �.. �.. ., 1'_- -...:--res. r� �'�' '�'-r' ,. ?.. ,fir.' :a..,. ^. 'a . . A-;' ' _ <br />