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PROJECT SITE: Vernalis GLOBAL 1D#: SL0607749833 <br /> 11 <br /> WE:L L# .., .� .; DATE 1 7 'EINE <br /> Wator Level <br /> Meter/Serial#: S Depth to Water(ft): <br /> Water Quality <br /> Meter/Serial#: Water Column(ft): <br /> i <br /> Purge-Sampling A <br /> Pump/Serial#: f J Tubing Type/Diameter(inches): <br /> Casing Diameter(Inches): Tubing Length(ft): S <br /> Tot��d Depth(ft Z 149 C7 Sampling Rate(not to exceed 1.0 L/min): <br /> ;Pur e;Rate ORp'(mV)1 Turbidity(NTtJ} <br /> T onductirri <br /> g Slcm (mg�L)s <br /> (L1min) <br /> Time e <br /> p <br /> Dth to Water STABILIZATIONCRlTERIA <br /> [Drawdown Not <br /> ( ) T�Exceef 0 33 #10%NTtls(when <br /> t 0 7 f :unitsU°Ie °l€�Slcm t 14 <br /> turbidity is greater #0 3 mg1G <br /> thanl0 NTUs . <br /> el uL ' cent <br /> s- <br /> Tata1 Purl <br /> g Time Sampled <br /> i <br /> f <br /> Cornments:, <br /> NOTES: <br /> Sampled By: Date: 7� <br /> Form QA Checked By:--� Date: / p <br /> Entered Into BIM By: Date: <br /> EIM QA Checked By:_ Date: <br /> 1.ORP and DO may not always be appropriate stabilization indicator parameters,and wil€depend on site specific conditions. <br />