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PAGE ~ OF? . <br />FIELD PERMEABILITY TEST <br />• <br /> <br />n <br />lJ <br />\J <br />,~ <br />PROJECT GW1. Allw;,l v <br />PROJECT N0. IozA -o~S <br />BORING NO. ~~' 2 <br />fALLINO HEAD <br />Floors ,TESTED BY. ~/~^~ .DATE c/~pt~LZ <br />.CALCULATED BY. US .DATE 9"'O ~~. <br />.CHECKED BY. PI~C7 .DATE to-I-ez . <br />~.~ <br />DIAMETER OF BORING <br />DIAMETER OF CASING 2'/~" °vc. ,=_~• 40 . <br />HEIGHT OF CASING (REF. LEVEL) <br />ABOVE GROUND SURFACE 2 •2- <br />PERFORATED CASING FROM: Z9.8' TO 39.8' . <br />TYPE OF PERFORATION: ~v,11ed . <br />DEPTH TO GROUND WATER FROM <br />TOP OF CASING I~'~'1 <br />_~ <br />PERMEABILITY, K $" k ~~ ~+++~u~ <br />Qp <br />FILLING FROM: ~~ TO ~?._`~ <br />FILLING RATE. "" " 9.f?m <br />DATE <br />AND <br />TIME ELAPSED <br />TIME <br />(MIN.) DEPTH TO <br />WATER <br />(ff.) S.W.L.- DEPTH <br />TO WATER (ff.) <br />H <br />H/Ho <br /> <br />o.L6 <br />c <br />p, <br />a .. ~~ <br />~~ ~ <br />/.o <br /> ~,~ n.~4 a.' .qi <br /> <br /> <br /> 3•P ~~ .L3 <br /> q d.ci __ ..c .55 <br /> _ ~7..Z_ - .35 . 52 <br /> ~, -, z. ° , . ~ . H <br /> <br /> ~ ~~ .(.O u <br /> ~ ~''° 4,5a ,4~1 <br /> <br /> 'z ='O5 4,25 .'12 <br /> ~q 6 °= <br />q.i5 <br />~ 1 <br /> i6 ~'~O SID ,No <br /> iQ .ze <br />N~6 <br />.3 <br /> =O `'Z` 3. 5 39 <br /> <br /> -~ 6.a° 3, v .3} <br /> 4o ti'SO 3•~0 3l0 <br /> co ~c,~'- 3.5 35 <br /> <br /> <br />COMMENTS: <br />GEO-HYDRO CONSULTING,INC. <br />1-E A- 8 <br />