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I <br /> (Modified) and 8020. Portions of each samples were extruded into zip-lock <br /> plastic bags for field headspace measurement of volatile organic compounds <br /> with an HNu, photaionization detection meter. <br /> --, o for Wel! Co s uctia <br /> Monitor wall MW-1 was constructed through the 11 7/8-inch hollow stem <br /> augers using 4-inch inside diameter (;,D,), Schedule 40 PVC, D,02-inch <br /> slotted well screen from 12 feet to 34 feet and 4-inch I,D,. Schedule 40 <br /> urFIC well casing from 12 feet to approximately six inches below ground. <br /> surface As previously mentioned, the hottom seven feet of the monitor <br /> well MW-1 borehole was backfilled with _ _,ntonite pellets prior to well <br /> construction. Monitor wells-MW-2 through -10 were constructed through the <br /> 6 5/8-inch hollow stem augers using 2-inch I,D., Schedule 40, PVC 0.02- <br /> inch slotted well screen and 2-inch I.D. Schedule 40 PVC well casing, <br /> Monitor wells MW-2 through -10 were all over-drilled from 5 to 15 feet <br /> Past the bottom of the screened interval to provide lithologic information <br /> at depth. In each case, the over-drilled portions of the boreholes were <br /> backfilled with sodium bentonite pellets prior to well construction. <br /> Screened intervals acid borehole total depths for the monitor wells are as g <br /> follows: <br /> Screened Interval <br /> Total. Death <br /> MW- 1 12' - 34'. 411 <br /> MW- 2 12' - 341 41, <br /> MW- 3 12' - 34' 41' <br /> - 4 12' - 24.5' 301 <br /> MW- 5 12' - 26.5 40' <br /> MW- 6 12, - 28' 40' <br /> MW- 7 12' - 30' 40, <br /> M'd- 8 12' - 28, <br /> MW' 9 12' - 24' 40' <br /> _._. MW-10 12' - 25' 29' <br /> 30' <br /> The annular space between the borehole wall and well screen in each boring <br /> was filled from the bottom of the screen to 11 feet below ground surface <br /> with Clementina #3 filter sand. A bentonite pellet seal was installed in <br /> each well from 11 to 9 feet below ground surface, and a neat grout mixture <br /> of 94 pounds of Portland Type II cement and six gallons of clean, potable <br /> water was placed in each well from a depth of nine feet to ground surface. <br /> A PVC, slip cap was placed on the top of each well casing. Well heads <br /> consisted of water-tight, locking, traffic rated, monitor well vault boxes <br /> with a four inch wide cement pad to grade. <br /> Each monitor well was developed._immediately-after-the bentonite seal was- <br /> properly <br /> _ -- ---- nstalled-and properly hydrated. <br /> Monitor mw-1 <br /> developed with a five horsepower centrifugal pump wells M nitorhrough wells MW-9wand <br /> -10 are relatively low-yielding and were developed with a 11/2-inch x 3- <br /> foot, stainless steel bailer. Approximately 110-gallons of. water was <br /> 1I <br />