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SOIL VAPOR PROBE CONSTRUCTION % RICH <br /> Probe ID SV-132 Site Location Ripon,CA <br /> Project Name VI Assessment-SV Probe Installation <br /> Project Number 0130215-009 005 01 Field Personnel J.Galvin <br /> Installation Date July 21,2022 Borehole Diameter 2.5-3.0 in <br /> Drilling Method Hand Auger/Direct Push Drilling Contractor Geocentric <br /> Driller Ron Strayer/Brandon Maple <br /> Materials Used <br /> Tubing: ❑ 0.25 Diameter(inches) Probe Completion Time 1035 <br /> Construction <br /> ❑X Teflon <br /> ❑ Nylon Flush Mount <br /> ❑ Other Well Box <br /> Ground Surface <br /> Screen: 1.5 Length(inches) <br /> Diameter(inches) Grout <br /> Slot Size <br /> Construction Depth(ft): 3.0 <br /> ❑ PVC <br /> Boring: 3.0 inch dia. <br /> ❑ Stainless Steel Hydrated Granular <br /> Bentonite Tubing: 0.25 inch dia. <br /> ❑ Other acrylic <br /> Dry Granular Bentonite Depth(ft): 4.0 <br /> Valve: ❑ Brass ❑X Polycarbonate volume(ml-) 600 Depth(ft): 4.5 <br /> ❑X 2-Way ❑ 3-Way <br /> ❑ Other <br /> Filter Pack Sand Depth(ft):5 5.0 <br /> volume(ml-) 1350 <br /> Vault: ❑X Flush Mount <br /> ❑ Above Ground • • <br /> Depth(ft):5 5.5 <br /> Length(inches) <br /> Stickup(inches) <br /> Cover Material Boring: 2.5 inch dia. <br /> ❑ PVC:temporary 4-inch slip cap Hydrated Gmnular <br /> Bentonite Tubing: 0.25 inch dia. <br /> Q Well Box <br /> Dry Granular Bentoni A Depth(ft):5 9.0 <br /> ❑ Other volume(ml-) 600 Depth(ft):5 9.5 <br /> Filter Pack Sand Depth(ft): 10.0 <br /> volume(ml-) 1000 <br /> Depth(ft):6 10.5 <br /> Hydrated Granular <br /> Bentonite <br /> Boring: 2.5 inch dia. <br /> Tubing: 0.25 inch dia. <br /> Dry Granular Bentonite Depth(ft): 14.0 <br /> volume(mL) 400 Depth(ft): 14.5 <br /> Filter Pack Sand Depth(ft): 15.0 <br /> volume(mL) 750 <br /> . . . . . . . .. . . . . . <br /> . . . . . . . .. . . . . . <br /> . . . . . . . .. . . . . . <br /> Depth(ft):6 15.5 <br /> Hydrated Granular <br /> Bentonite <br /> NOT TO SCALE AW <br /> Bottom of Boring(ft): 15.9 <br />