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-j <br /> JT <br /> 'I <br /> • j <br /> Lo ft. <br /> 4f <br /> In <br /> I eqt s.at a Lrra <br /> k, 17 <br /> ;r.1 ; 1.1 . . <br /> I`. V,Llir!, <br /> WN <br /> -r Ar It t <br /> i A 4 <br /> 'j, 0. <br /> 19 9 8,, <br /> ' du <br /> 0 Work Plan,Addein <br /> Hess Dubois;C16 <br /> I't <br /> 348 West Hardin,i' Wa`y;,96i ton, afifqrnia',­'­ <br /> 4 Q. <br /> 1:.0 <br /> :.0 <br /> INTRODUCTION',,AND SCOPE OF WORK— <br /> "d Geol <br /> In <br /> I ateoidance With i request fr6rfi-N1i:?6ter Wallace;Wallke;Ad�dnee Efivironineii <br /> (AGE),h,�s <br /> prepared this.Woik'PI'an'Addondiiffi,for� additional soil and grbnd.4ateriiiveki th6 farmer <br /> Hess DuboisCleahefs located dt,,348 West Harding Work­�'.--. <br /> ,,.-ihclude'i the installation of two ground water monitoring wells and two soil borings sdil-and-ground'. <br /> ater.s <br /> arn:) ihg.l The lociti6n.of-the site'is i lustrated.in.Figdre I ,Locdfion.11qp A 'P <br /> Ian of the site`' <br /> is'&Pic.ted ih-figure <br /> 2,L <br /> Si <br /> le,Plah <br /> This Wvrk Plari,Addeiid'um'is',prepared in-;accordance with PHS-EHD,and'Centrd[,Va'lI6y­RegionaI. <br /> Wgter"Quality.Control-96ard(CVRW <br /> CB) i'es f6r the in' v6stigatibn of undergro'uh&storage, <br /> Q guidel n <br /> tank(UST} sites <br /> % <br /> --10. - SCOPE OFWORK-- <br /> 2.1_. DIULLINGAND-SAMPLING' <br /> The proposed.scope of work includes the drilling and,ifistiillation7of groundwater rnonit6ring'.wells. <br /> Will,be',advanced io.d.epth.of,45 or 65"fee't below surfi.6'e gr.ide <br /> ,.',,(bS-g) using-atrutk-mounted drill'rig equipped with-hollow-stern tern augqrs.'Borings'esiablishpd for <br /> ground water monit6ring.wplls will utilize 8.25.-inch augers; Soil will be �estabIisli ed with <br /> 6-inchaugefs., Proposed monitoring W611'and'boring Jocations are illustrated 4n Figure 2. Prop' qsed',,'-- <br /> Monito Figure 3.-Mohfioring Well Design,.. <br /> ring'well design is' in <br /> Soil samples will be collected at fiv' e-footinter'v.als'beg'i'n'nin' g-.at 5-Teet <br /> bsgjn each boring. Samples` <br /> will be collected a-Califorhia-split-spoon sarhplef And brass sleeves. ThI&sampler bedriven, <br /> 'a 140-pound weight frorii�L height of 30 inches. The number-o <br /> by;dropping fb1ow§'ke, quirid-to drive . <br /> .,,,.each 6-inch length,of the sampler(blow'counts)"are t6•be recorded,6ii th6 bo;ringjog§ by'an,AGE <br /> staff'geologist: Upon's'ampk i ' I' ifi <br /> le: qtfie-vd e'middle,brass's'leeve" wilf be removed from the sampler. <br /> The',ends of-the-slee've'will be imniediatdly covered with Tehon,or a uminurn sheets; sealed with,;; <br /> -;plastic'ehd caps, secured with.tape and, '-ifinAddiately placed,in a'chilled container for r transportati W <br /> to-a StAtez-cettified 1abofhtory. Each sample sleeve will be' labeled,with the:f6116 <br /> wing:, onng,.. <br /> .,,�-,.16c�tio�', depth,�-tim&,:datc.an.d samp1,e?ijni.ti,ai.. <br /> -i 6rab,watef samples.'-will beco'llected at depth of 45.'an' d 65'feet bsg,respectively,using ihydfopLinch <br /> %x6ter sdinblerTrom-With the 6-inch-'augurs'. <br /> Ago, ✓ 41 <br /> 1J,- <br /> "Advanced GeoEnvironm"ental, <br /> 'Inc. <br /> 1 4 <br />