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Farmington Groundwater Recharge Program STC Work Plan—Hammer Site <br /> recorded on the Groundwater Elevation collection forms (Appendix F) according to the schedule <br /> presented in Appendix D. <br /> Figure 4 Monitoring Well Construction Diagram <br /> STANDPIPE SURFACE <br /> COMPLETION <br /> WELL CASING COMPLETED <br /> 0.5'ABOVE GROUND SURFACE <br /> 0 <br /> ° G <br /> • e .o a <br /> • c, I a c <br /> D <br /> •; D s <br /> d I d <br /> •e .e <br /> O D <br /> 20 <br /> ° e G <br /> TYPE I/IIN PORTLAND CEMENT I ..;•D <br /> D •e <br /> •e G <br /> BLANK CASING •D <br /> 2.5"INNER DIAMETER G I G <br /> D <br /> ° 40 <br /> m c <br /> •D <br /> •e •e <br /> D , D <br /> • D e• <br /> •.e I • <br /> D , p <br /> 60 <br /> a . <br /> o I ', > <br /> D •D <br /> p 1 • <br /> �D D •D <br /> D•' > ° °•D TOP OF FINE SAND LAYER <br /> BOTTOM OF FINE SAND LAYER <br /> WELL SCREEN TOP OF SCREEN INTERVAL 80 <br /> 2.5"INNER DIAMETER <br /> - STATIC WATER LEVEL <br /> FILTER PACK MATERIAL S <br /> k aha, <br /> 0 c <br /> 100 <br /> fH <br /> SUMP: f BOTTOM OF SCREEN <br /> 2.5"INNER DIAMETER - BOTTOM OF SUMP <br /> BOTTOM OF REAMED HOLE <br /> 8,. <br /> 120 <br /> MWH 2-7 October 2004 <br />