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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 /> • e A <br /> D <br /> •Q Q•. <br /> Q I d <br /> •p I •e <br /> n e <br /> a'•.> I D 20 <br /> TYPE 111IN PORTLAND CEMENT <br /> . D .e. <br /> BLANK CASING <br /> 2.5"INNER DIAMETER <br /> e <br /> D <br /> • 1 p <br /> VO Q 40 <br /> • D <br /> 'e •4 <br /> .Q <br /> D I <br /> • I ;d <br /> •D e` <br /> D , > <br /> • 'a a 60 <br /> ° <br /> I a <br /> e I ♦. > <br /> D e <br /> p I <br /> • D 0••D <br /> > �e <br /> e .Mn <br /> T- •D <br /> P•�> I �•DD <br /> — TOP OF FINE SAND LAYER <br /> BOTTOM OF FINE SAND LAYER <br /> WELLSCREEN ° — TOP OF SCREEN INTERVAL 80 <br /> 2.5'INNER DIAMETER <br /> — STATIC WATER LEVEL <br /> FILTER PACK MATERIAL <br /> >s <br /> 100 <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 July 2004 <br />