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I , <br /> Veilhead box will belaced <br /> 2 to 3 Inches above grade <br />' <br /> Cover Plate <br /> =EIII��II�fil I„i�r=- liAlll��-�'r' ' SL]I L � <br /> 1 �• ••• i <br /> ` a <br /> Locking <br /> JNMEnd Cap - <br /> R• R . <br /> 2- i nch D I ameter PVC Cas I ng <br /> B-I nch Auger <br /> . .• f r <br /> Boring <br /> Portland Cement <br /> `a <br /> P e C lathed Bentonite <br /> Y:- SYlf} <br /> .. ................ .. .... ... ..... .... GROUND WATER LEVEL - ..- -• - -- - - <br /> v 4 <br /> edl um _x _ I Sand �`�" � 2- i rich D 1 arieter PVC We t l Screen <br /> I ter Pack z hr; Flush-Threaded. o_010 Slat Size <br />' PVC End Cap <br /> {kr <br /> t <br /> F I gure 5 <br /> The wet ( des ] n <br /> shown SCHEMATIC DESIGN OF <br /> above is not to FLUSH-MOUNTED <br /> scale I t I s I n t ended MONITORING WELL <br /> ' to provide a model For <br /> well I ns to l l at I on . S�erra�-Pacl�'!c Groundwater <br /> Consultants. Inc. <br /> PREPARED BY: REVtENED BY: <br /> DAP NS: CA033AA.WD PREP DATE: 09/09/93 <br /> 1 <br />