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0 • <br /> APPROXIMATE DEPTH 10" TRAFFIC RATED VAULT <br /> BELOW LAND SURFACE <br /> ASTM SOIL IN FEET WITH LOCKING WELL CAP <br /> CLASS <br /> 0 <br /> 1/2—INCH SCHELDULE 40 PVC DRAIN PIPE <br /> SM 2 <br /> 5 CONCRETE <br /> PORTLAND TYPE 1—II NEAT CEMENT <br /> 32 <br /> 33 BENTONITE PELLETS <br /> ML <br /> CENTERALIZER <br /> SP 70 VOLCLAY GROUT <br /> ML 71 <br /> sM 75 <br /> 75.5 <br /> ML <br /> CL 86.5 <br /> 88 <br /> 93 <br /> ML 94 BENTONITE PELLETS <br /> 95 MONTEREY No. 60 FINE MORTAR SAND <br /> 98 No. 3 GRAVEL PACK <br /> 4—INCH SCHEDULE 40 PVC PERFORATED <br /> SM', 102 = CASING WITH 0.020—INCH SLOTS <br /> 103 = <br /> ML =L/_10" <br /> FLUSH THREADED ENDCAP <br /> 108 <br /> 108.5 0 BOREHOLE <br /> i <br /> FIGURE 5 - KI-17 <br /> h A s s o C I...... <br /> B s WELL CONSTRUCTION DIAGRAM <br /> mSk�ak F.7M9,O NO SCALE <br /> C.num 01% F.94U119.a,W <br /> FMnHm,G 99@4 <br />