Laserfiche WebLink
Traffic Rated <br /> Well Head Cover <br /> 1 <br /> 4'x2'x2' 2'Threaded End Cap <br /> 4' Sch 40 PVCVC Tee <br /> ee 0 P <br /> Butterfly <br /> Valve 2•Sch 4VC Header Line <br /> to Grout To Surface o� 2'SchTreatment Plant <br /> Il Temperature Vacuum 3 Ft.Bentonite Seal <br /> Gaugge Gauge Flow Meter <br /> Sample 4'x 4'x 4'Tee Sample 0-100'F 0-100• (50-150 scfm) 4'Diameter Sch 40— —Pea Gravel to 1 Ft. <br /> Port 4'Sch 40 Port PVC Casing — Above Top of Screen <br /> PVC Header -_ <br /> /—. To Knockout_ <br /> Threaded Tank <br /> Cap <br /> 1 4'Union 11 1111 11 <br /> T Pipe Clamp T T alvel(TYP.) T T <br /> t <br /> To Unistrut <br /> All Wells <br /> 6 <br /> Flaw Meter- <br /> (0-50 scfm) Vacuum <br /> (TYPO Gauge <br /> 0-100' 10'Diameter Borehole <br /> Sample I <br /> Port As Needed <br /> ° s Asphalt to Match Existing <br /> 4"Sch 0 1 4'Diameter Sch 40, <br /> PVC(Typ.) 3 3 3 3 3 <br /> 0.10 Slotted PVC Screen <br /> _ LL LL LL LL four Redheads(Per Post)or <br /> LL 2'Union Other Approved Fasteners_4(f <br /> Installed WithaMinimum <br /> Asphalt N M . Embedment Depth of 3° Backfill with + TD=250'bgs <br /> Concrete 18'Min. Native End Cap <br /> Material <br /> Native soil Typical SVE Well <br /> :...._•..:: ........:...• .... Construction Detail <br /> 4'.Sch 40 PVC$}';}{•i:';i..' <br /> NOT TO SCALE SVE Manifold Detail `.:•'::`'::.: <br /> 3'Min. Sand Bed` <br /> Native Soil <br /> GEOCON <br /> 4CONSULTANTS.INC. <br /> 0w) <br /> 916UGOLDVALLEYDR.-SUITE boo-RANCHO CORDOVA,CA,95742 <br /> PHONE916852 o116-FA%916952-9192 <br /> Stockton Yard Maintenance Station <br /> 2 SVE Trench Detail 1604 South B Street SVE Manifold,Trench <br /> Fig 8 NOT TO SCALE San Joaquin County,California g Well Construction <br /> GEOCON Proj.No.S9200-06-05A Detail <br /> Task Order No.05 December 2010 Figure 6 <br />