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�- -- �� � ._ _ ,, r � "r+, :Sf <br /> '�T��-0a, vA 'FS��jTr - .. .v f�ii�F �R� <br /> tIN41 <br /> Comburstibla Can/nr. nn, Comburstible gars/oxygen mater <br /> caltbra� atl�n; Factory calibrated, field calibrated monthly, <br /> zeroed daily according to manufocturorn instructions. <br /> Miscollaneoua Va aau�_ing 0,avicns Calibration Aroceduron for <br /> any other maauuring davico aaod will be documented at the <br /> request <br /> of tha regulatory Authority. <br /> All equipnont will be chocked daily and replaced ars <br /> necessary, lnatrument manuals and an Instrument log back <br /> will accompany equipment into the field. Any Calibration, <br /> repairs or related Information will be recorded in the log <br /> book. <br /> 8.0 Laboratory QA/Q, Plan <br /> Soil and groundwater samples will be submittod to a State <br /> Certified Hazardous 'aauto Laboratory ,for chemical analysis <br /> Of hazardous constituonta. Established QA/¢C procedures for <br /> analytical operations will <br /> ude <br /> procedures, standards analyticallaccurac�mple Custody <br /> matrix npikos and method blanks, data reidurtionyaia f <br /> verification of raw analytical data, dnd maintenance of <br /> control charts to monitor analytical performance. These <br /> QA/QC procedures are outlined in the laboratory QA/QC Plan <br /> which is available upon regt,ast. Organic chemical analyses <br /> will be performed in conformance with standard <br /> edures <br /> established by the United States Environmental Pretnetion <br /> Agency (SPA) in "Guidelines Establishing Test Procedures for <br /> the Analysis of Pollutants Undar the Clean Hater Act' ($0 <br /> CFR Part 136, October 1984). <br /> periodically evaluated through ctxtarnalThe laboratory is <br /> conducted by 8AA anti nHS using performance audita <br /> analytical saethads to be utilized <br /> labs.fes- Tho aNcific <br /> samivalatile hydrocarbons analyaea Ora shown on ablel2. and <br /> Provided the data bass is of <br /> tsufficient size, rctatisticaltechniques may be far data validation. <br /> 9.0 Groundwater Monitoring Protocol <br /> Konitoring of depth to water and at the silo will <br /> within frssg product thickness be Conducted using an <br /> Interface Probe or conductivity motor. For consiste <br /> maaaurements will be taken from the north aide of the. <br /> wellhead at the survey mark. To asssoars ial <br /> infiltration of fine grained scaftmantpotential <br /> will also be sounded. s, total +roll <br />