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i �.,f � '�- k� J. ;f ,._ t � e't 3' l � y' Y ,. ''T 1 - ..J F 1 �S.'�-• • <br /> .. _ '.ys` F -lh � r •. w - ` 4F ,• S .x .5., i } � , ^,.4! I r y I '.,. <br /> ' r f� . I ;�' � 'k . �p 1. • F r,.; � i, Y� ' !}~ f ' r <br /> jr `•fid ,3+ ={S �'- 7 '• i <br /> l i f, r 1' '1 •. ',f rk ; t. 5- -y J.r 1. e. ;r ,5 r <br /> } 7 November 1995 ,, , } <br /> AGE-NC;Prod ect No:-,95-'01 14i ; !! <br /> a ` Page 3'o 6; <br /> third boring be drilled.,in the'sidewalk'alorig the south side of Harding Way;'nortti:oftlie site <br /> This horing;will be drilled'to the vadose zone/groan' ;water interface: A grab ground r titer sample `< <br /> ` will'then'be collected using.1 opunch or similar hod: `l'he-sample will be field screened for:the ' f <br /> presence of organic va oi=s using a photo4onizatiL z ec'tor'.. If fi.eld'screenm' does not indicate-the <br /> pre'sence,ofhydrocarbons','the boring will:cornplete&as a ground 'Water monitoring well. :However`, <br /> ifcontamiriatlon is encountered in�ilie,field;'the boring will be'backflled to thesurface'witliPortland <br /> "c&nr eni_Ari additional-bofing'wili then be drilled in the sidewalk along-the north side of Harding Way <br /> and'completed as'a•ground, water monitoring well <br /> ,. <br /> Each-boring,will'be advanced utilizing a truck mounted,=hollow stem drill rig w, <br /> and 8.25-inch-hollo - <br /> stein augers.. Proposed of-the boring/monitoring wells are illustrated in Figure 2.`Monitoring = <br /> welP'design is'illustrated-in Figure 3. <br /> Soil sarfi les will be collect6 at,five'loot intervals be iniiii� at 10 feet;bs in each bori�i Samples' : <br /> L' b . g , . g <br /> will be collected using.a'Califoiriia split-spoon sampler and brass sleeves. The sampleiyi11 be driven <br /> by dropping a 140-pound vurightfrom,a height of X.hiches. The number of blows.rer�uired to driire <br /> each 6-inch length.of,the sampler (blow counts) are to be recorded on the boring logs by an-AGE <br /> staff geologist,. Upori sample.retrieval, the middle brass,sleeve.will be,removed from the sampler. <br /> AR, The ends of.the sleeve-►vill,be immediately.covered with Teflon to i or aluminuin sheets',­sealed'with <br /> plastic end caps;seciired.with tape and immediately-placed in &chilled container for tr'anspc*tatiori r <br /> to a State-certified labora-tory.,Each sample sleeve will be labeled with the following: boring location;; ~ <br /> r depth, tirne,'date and sampler's initials: <br /> 3`2., EQUIPMENT DECONTAMINATION <br /> ;'a' All sampling tools and brass sleeves used-,tor saniple­collectior.-will be thoroughly-ringed with clean <br /> water after washing.with a solution of Alconox.n''All,hollow stem augers are steam=cleaned prior to. <br /> advancement in each'borehole.V <br /> LABORATORY ANALYSIS <br /> : .;$elected soi[and grodnd mater samples will he analyzed for_total petroleum hydrocarbons quantified <br /> as stoddard- solvents. (TPH-ss)`and BTE&X in 'accordance` with EPA, thdthods 8015/5030 and. <br /> 8020/602,-.,•espectively. Laboratory.reports of both soil and ground water analyses,-testing methods; <br /> ,laboratory quality assurance/quality' control (QA/OC). reports. and' sample' chain":of custody <br /> docurrientafion will.b�e.presented in a report with.the.findings and'recommendations. <br />