Laserfiche WebLink
8011 Vapor yerememand seek Man <br /> 5.3.8 Quality Assurance and Quality Control Procedures <br /> To venry Mat the armyticalvesegmion am valid and usi Me data All be evaluated <br /> using a standard quality summary and quality wnl (IvmC) pro <br /> califfingfors of sperapping equipment (Inc m <br /> including the Ploy, the use of standard onadinofi utmdy pmcaaes for temple <br /> Hall am vinthern and visual desegregation of feW activities in daily field logs and by photograph. The degree of <br /> laboratory accoRa established Mew samples. <br /> samWes, be <br /> aliry corvol sample awards. All omen ntstrepormd bytne Important win <br /> be rqvmmd di Me evaluation and incommummed into We memory report, as newerway. <br /> 6 Pump Test <br /> pump Feet will be exchanged onmonimring well t,W-, during the are vapor a„a.sment <br /> fiveld event top�mwlae <br /> the measurement. from 7 was solocand far Me pump test because the bell was imanstrucled With a 4-inch discover <br /> cAftecrugh lidi is set Issued! within Me aused. <br /> ter name mntptnt, it a comparable m Igi is terms dea:mg <br /> diameter. which by Its forkepar montoring wal Mat him Hoarsely had Me mggaretn <br /> memory <br /> motpirn. uistoriwl soiedata Siom f0i CPT 6. Sid ands S6fnndlate that Heeoffers cooncenentnnsrCocs n <br /> exist or 15 feet Ings I n this area. Fine iscrown pr He livir extends brusup 8 as 23 m larks;which <br /> with the source area within Me saturated zone In comparing the care pen�mmeter data from CIYT� and GPT-S <br /> (welch opium advanced adjacent to MW--y and lei respetrein me darkary and <br /> between Me fter armare at the site. umry,l between me to toen 20- d deem interest Historical eonnglwgsr are <br /> included in ftpamix D Fee Hanks froom the N mi War will he suffickent In estimating gas anticipated water <br /> computer W aid in an evaluation of appropmety rearroadral assumptions if needed <br /> using a submersible wail pump Fbe key;am Al be measured as groundwater <br /> is moderated from hi 7 and aaststeady ram will be maintained to He extent paracdcable. Graundwater mervativens <br /> terim <br /> &�the groundwater table drawn to 15 to 20 feet Groundwater at <br /> togs. assemblerassembler at nti in <br /> i will be prepared with a <br /> water "I motor. Groundwater elevation art also be monitored at MW 2 and the temporary hosing weaken far <br /> Sri favairiffifly drums the pump test MW-2 in M Fast from Modify and SV-15 will be standing! �M�ly <br /> groundwater elevation d�mn is observed at lifixf 7 <br /> rwnint or sv-ts Me ininfluenceinuen groundwater extadmn. during pump t trt <br /> wau sigM n <br /> Extracted groundwater wil be tompeopply stered on site in an intermediate bulk mer(Isct errs secondary <br /> stop conerament system pending maybe cha�nmtbn an dessuffinkeel In He following section. <br /> 7 Management of Investigation-Derived Waste <br /> Sol equal during riding operatuns we be contained in 55-gallon amens and tempoanly street an site pending <br /> IBC announce Am a servandary spid restaurant system. The drums and IBC uncommon all the amelard AM�am�nmbm end disposal. Groundwater estimated chuning the pumping test and darven walpervill be Voted in desc tion d their museum. me generation date, and the generator cond ta mtermabon. Imresgngndv'rvea <br /> ip <br />