Laserfiche WebLink
CONCRETE APRON TRAFFIC RATED WELL COVER <br /> } v v <br /> v <br /> WATER—TIGHT LOCKING CAP IV Iv" <br /> °o <br /> IV, <br /> IV, IV <br /> vv IV, <br /> ov <br /> I, ov <br /> vv o <br /> 111 <br /> v <br /> V <br /> vv <br /> ov IV, <br /> IV, 11V, <br /> IV, IV <br /> vo IV VVIv <br /> ov <br /> I" <br /> IV, IV <br /> IV v <br /> I. <br /> IV, VI <br /> BLANK PVC WELL CASING (SCHEDULE 40) 17.71GROUT (CEMENT) <br /> FROM SCREENED CASING TO 1/2 FOOT BSG o FROM BENTONITE SEAL TO 1 FOOT BSG <br /> °° <br /> IV,° <br /> IV 0 <br /> a° <br /> °, °o <br /> vo <br /> IV <br /> II. IV <br /> vo <br /> IV IV, <br /> IV <br /> IV <br /> I <br /> v <br /> I <br /> v <br /> vv I <br /> 36 FEET <br /> ° <br /> BENTONITE SEAL (PELLETS—PELL PLUG) <br /> THREE FEET ABOVE FILTER PACK <br /> 39 FEET O <br /> 40 FEET <br /> FILTER 0.020 SLOTTED PVC SCREEN (SCHEDULE 40) ONE FOOT PACK <br /> ABOrVE SCREEN <br /> 20 FEET <br /> 60 FEET <br /> 60 FEET <br /> PLUG <br /> ALL DEPTHS RELATIVE TO SURFACE GRADE e• BOREH01e DLWM <br /> NOT TO SCALE <br /> PROPOSED MONITORING WELL DESIGN - MW-27 ,4dv, ne&d <br /> WEST CLAY PROPERTIES GeoEnvironmental, Inc. <br /> of Nori6ern Crlilorale <br /> 639 WEST C LAY STREET PROJECT NO.ACE—NC-96-0235 FILE: GWMwell FIGURE: <br /> STOCKTON, CALIFORNIA DATE: DECEMBER 2009 DRAWN BY: IC" 4 <br />