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PROJECT NUMBER: BORING ID: <br /> 320184.RA.32 KP-11S Sheet 1 of 1 <br /> CW2MHILL WELL COMPLETION DIAGRAM <br /> PROJECT: KOPPEL-STOCKTON TERMINAL LOCATION: 2025W.HAZELTON,STOCKTON,CA <br /> GROUND ELEVATION: 4.93 NORTHING: 37.9432 EASTING: 121.3195 DRILLING CONTRACTOR: SPECTRUM EXPLORATION <br /> DRILLING METHOD AND EQUIPMENT USED: Hollow Stem Auger <br /> WATER LEVELS: START: 07124/2006 END: 0712512006 LOGGER: D.HODSON <br /> 1 � �3 <br /> 1-Ground elevation at well: 4.93' <br /> 2-Top of casing elevation: 5.01 ' <br /> 4 — 3-Wellhead protection cover type: FLUSH MOUNTED <br /> 5 — 0. Concrete pad dimensions: 3 FOOT DIAMETER <br /> 6 / 4-Diameter of Surface Casing: 18" <br /> Surface casing type: "4'S IRON <br /> 7 � 1111, <br /> — 3' 5-Diameter of Well Casing: 4' <br /> — 5' Well casing type: CHEDULE 40 PVC <br /> 8 <br /> 6-Grout: <br /> a)Grout mix used NEAT CEMENT <br /> b)Method of placement: POUR <br /> 9 c)Qty.of surface casing grout: <br /> d)Qty.of well casing grout: 1 BAG <br /> 7-Type of seal: BENTONITE CHIPS <br /> a)Quantity used 1 BAG <br /> 8-Transition sand: NA <br /> a)Quantity used: <br /> 9-Type/slot size of screen: SCHEDULE 40 PVC <br /> 0.01 " <br /> 10-Type of filter pack: #3 SAND <br /> a)Quantity used: 7 BAGS <br /> 11.PVC end cap: STANDARD <br /> Centralizers: <br /> a)Type: NA <br /> b)Depths(feet,bgs): <br /> 10 = <br /> Development: <br /> a)Method: SURGE/BAIL <br /> 23' b)Duration: SURGE(30 MIN)BAIL(35 MIN) <br /> c)PurgeVolume: 55 GALLONS <br /> 11 <br /> ............ <br /> — 24' Comments: GROUNDWATER LEVEL NOT RECHARGING RAPIDLY <br /> H <br /> 10" <br /> NOTE:NOT TO SCALE <br /> 0 Thevmn�20184@006 MW bonn�investipnon\_Koppe[WellCmV2.33ss2000.mdb,MtWellCmAbove , <br /> �Pc( y <br />