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FIELD PERMEABILITY TESTS <br />PRESSURE BUILD-UP <br />PROJECT CYi New Portal TESTED BY VB AND JM pATE 7-24-Bb <br />PROJECT N0. CALC. BY JNS DATE B-01-86 <br />BOR1N6 N0. SM - LO CHECKED BY VS DATE <br />DIAN DF BDRIN6 4 3!4' 12.07 u <br />DIAM. OF CASINfi 2.067• Ilpl 5.25 a PERMEABILITY IK) b.250E-05 c~/sec <br />HE16HT OF CAS1N6 IREFI <br />ABOVE GROUND SURFACE 1.4 Ft. PUMPIN6 FROM <br />PERFORATED CASING FROM : 2b.00 <br />TYPE OF PERFORATION Saw Slotted <br />DEPTH TO GROUND HATER FROM TOP OF CASING <br />PUMPIN6 RATE <br />TIME ELASPED DEPTH BEPTN TO H / Ho <br />TIME TB MATER-SNL <br /> NATEP. IFtI N <br /> (Ft) <br />12:34 FM 0.00 47.50 5.38 O.l2B <br />1.00 45.92 3.80 0.090 <br />2.OD 45.25 3.13 0.074 <br />3.00 45.00 2.88 0.088 <br />4.00 44.71 2.59 O.Ob1 <br />5.00 44.33 2.20 0.052 <br />6.00 44.17 2.05 0.049 <br />7.00 43.42 1.80 0.043 <br />8.00 43.92 1.80 0.043 <br />9.00 43.58 1.45 0.035 <br />11.00 43.29 l.ib 0.028 <br />13.00 43.27 1.15 0.027 <br />15.00 43.14 1.Ob 0.025 <br />17.00 42.60 0.48 0.011 <br />19.00 42.4b 0.34 O.OOB <br />21.00 42.58 0.28 O.OOb <br />23.00 42.29 0.18 0.004 <br />15.00 42.21 0.04 0.002 <br />27.00 42.19 0.06 0.002 <br />32.00 42.17 0.05 0.001 <br />TO 46.00 Ft. <br />42.13 Ft. <br />HYDRO-6EO CONSULTANTS <br />; Variahle Head Method ; <br />. . <br />; ul <br />d = 5.25 <br />dlsauarel= 27.58 ; <br />o = 12.04 ; <br />; e = 1.00 ; <br />; L = 809. b0 ; <br />; Hl= 30.48 1 <br />; H2= 1.52 ; <br />; sec 1 <br />; tl= 480.00 ; <br />; t2= 1920.00 ; <br />; u/sec ; <br />; Kh= 6.250E-OS I <br /> <br />