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- PROJECT NUMBER WELLNUMBER <br /> 144002.KP.35 KP-BG-1 SHEET 1 OF 1 <br /> WELL COMPLETION DIAGRAM <br /> PROJECT: Koppel Stockton Terminal LOCATION_ 30 ft N of E-W or Budin ton Nodhem 8 Santa Fe Line <br /> DRILLING CONTRACTOR: --Spectrum Exploration ___ _ -- <br /> DRILLING METHOD AND EQUIPMENT USED: Hollow Stem Auger-CME45 <br /> WATER LEVELS: 5.27'rest (7/13/99) START: 7:00 a.m.7113/99 END: 1200 p.m. LOGGER: Meter <br /> 4" <br /> 3 <br /> 3b \ 2 1\ 1-Ground elevation at well 3.42'msl <br /> 2-Top of casing elevation 3.19'msl <br /> 3a— 3-Wellhead protection cover type 10"chrisde box <br /> a)drain tube? NA <br /> b)concrete pad dimensions 18" <br /> 8--- 3' <br /> 4-Dia./type of well casing 4"sch.40 PVC casing <br /> 5' <br /> 7' 5-Type/slot size of screen 4"sch.40 PVC,0.020"slot size <br /> 7� <br /> 22' 6-Type screen filter No.3 Sand(8 x 20 sieve) <br /> q a)Quantity used 12 bags <br /> 7-Type of seal 3/8"Bentonee pellets <br /> a)Quantity used 75 lbs. <br /> 5 8-Grout <br /> a)Grout mix used Cement-bentonite grout mature <br /> b)Method of placement Pour-shallow <br /> c)Vol.of well casing grout 4 cubic ft. <br /> Development method Surge bail&pump <br /> 5' 6 <br /> Development time 4 hours <br /> Estimated purge volume 150 gallons <br /> Comments Drilled to 22 feet Sureed 15 minutes balled 30 gallons. <br /> Flow rate during development=1 qpm and the well went dry twice. <br /> Water table while pumping=19 feet below top of casing Final turbidity=84. <br /> 10.75" <br /> ODIMpmj2\144002\welldiagmms\\KP-Bg4.As <br />