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ti..a 111.1 r n our lit rtir lie.,r_ ur=i K�pnrt • II rrr n t ll.f.i tlurni [Sf.i qtr, ;Yf lki 1 su11MI1tLd by 14ptLnrbLr 1 '000 ( ondoi SuhSLyuLntlt piLparLd tliL 5101111 TiepolI u1►cl Itklenclum ro !hc J[mA Phw datLLl J11k '1 '000 1Y1r RM%L ipprovLd thL ��ork plan ainLridinLiit ni a tat dated \u4111st 3 X000 In .I tLlLpharnL wllli Mr RONN L on \U`1J51 i '000 ( ondor requested that thL tiuhnilttal datL toe thL ILport of findings hL LxtLndLd to ()Ltoller 6 2-000 Mr Rowe \crhallN LonLurrLd with lhf. L\tLrrtilun and iLLIULStLd that Condoi prLpare ,I ILttL: to doe-umcnt the Lnn,.CrSatlon ( ondor 1011MALd up \pith a IL(tLC datLd \iigust 3 ='000 1LLOrding. to 'vIr Andrew Smith of Herman h l lelen S Marina thL MYIILr,, of thL propLrl\ adjaLLnt to the east portion of tI1L site provided authorisation to aLLLSti thL Jpii,pLrtri on SLptLmbLr 8 2000 111L fscldwork portcon of thL Sol] and groundwatLr IMLStILatlon dLSLribLd In this FL])(-)rt \raS LondnLiLd ImmLdlatCly following autliorication to aLLLSS thL ofl-sttL picrpLrtN ( Oniprc.hLnsi\L sltL haLl.,round information rs inLludLd In AppLnditi B 3 h IELD kND AN kLYTIC kL 'METHODS I lIIs sLLtion inLludLs a dCsLription of the SIti- PILparation didling procedures, soil and groundwater sampling inLthods and Iabotatory analvtlLal mollodology for the soil and groundwater irwLstigation 3 1 SITF PRFPARATION PIMI to OIL tieldwoik authorization was ohtainLd horn RLLlamation D1s1rILt 42029 for thL w011. to bL ' i-Ond11LtLd m-at thL ILALL In addition a do 11111141 pLtmit was obtained tram the P115i1 111) I hL prciposLd sarrapliris' 1OLatIMIS \�LiL maiktd with Mute paint and t ndc.rrround S(,rNILL 1lLrt (1JSA) was notified 72 hours iii id\,111LL of thL IiLldwoik to IoLatc and idcntif\ underground utilities in aiid near thL work arLa I1OWCV l bLLaLISC thL pioposed boring locations were on private propLi-ty utllltICS contacted by t SA did not mark their lines past ptopertN houndaiies and on to the site flleretorc it was ti1L rLSponsibility of the props rty owncl to IoLatc and identity underground utilities in and near the work area 1 he PHY HD and thL Reclamation DistrtLt #2029 were notified of the fieldwork schedule 72 hours in advanLe 3 2 DRILLING PROCFDURES A Condor geologist was on Site to supervisL the work Prior to commencement of fieldwork a tailgate safOV n1LL1cng was hLld and a site-spCCItIL I{Lalth and Safety Plan was dISLUSsed with and pr'-sentcd to all field pLrsonncl for their signatures ht, in,�estigatiori me LidLd the advam enwnt of five shallow borings (DP-1, DP-2 DP-4 DP-5, and DP- 9) and Light deep bulings (DP-3 DP-6 through DP-8, HPI through HP-3, and SP-1) with either direct push technology ((,LoprobL sampling, sy5tC111) Hollow-stLin augLI, or hand auger the boring locations aiL shown in FigurL 2 \ppendix A Borings DP-1 and DP-2 were installed by drilling to a depth of appioxiinately five flet bLlow ground surface (bgs) with six-inch diameter hollow stem augei followed by boring with a hydiopuncla tool to the Hilal depth of approximately eleven feet bgs Direct push r technology was used to install DP-3 to a depth of approximately 31 feet bgs DP-4 to a depth of appioximatLly 12 teLt bgs and DP-7 to a depth of approximately 36 feet bgs Borings DP-5 and DP-6 were hand augcied to a depth of approximately six feet bgs because of close proximity to underground utilities AftLi dealing the Utilities dirLLt push technology was used to extend DP-5 and DP-6 to appioxiniately 16 and 32 fc,et bgs rc:speLtrvLly Boring DP-8 was hand augered to a depth of approximately six feet bgs to Lnable groundwater sampling while the direct push rig was used on another N&I L� CONDOR