Laserfiche WebLink
29 January 2024 AdvancedGeo <br /> Project No. 23-7523 AnEmploytt-a—edCompony <br /> Page 3 of 8 <br /> the filter pack from 27 to 28 feet bsg. Thereafter, granulated bentonite was hydrated to a <br /> depth of 15 feet bsg for the start of the second soil-vapor sampling point. <br /> The second implant was installed by placing #2/12 sand was placed atop the bentonite <br /> to a depth of 14.75 to 15 feet bsg. Once the sand pack at the base of the borehole was <br /> in place, a 1/4-inch diameter, 2-inch-long polyethylene soil-vapor implant and <br /> approximately 17 feet of inch Teflon® tubing were lowered to the bottom of the boring. <br /> Once the sand, tubing, and vapor implant were in place, filter pack of #2/12 sand was <br /> added from the bottom of the borehole to approximately 14 feet bsg. Following placement <br /> of the filter pack, approximately one foot of dry-granulated bentonite was placed atop of <br /> the filter pack from 13 to 14 feet bsg. Thereafter, granulated bentonite was hydrated to a <br /> depth of 5 feet bsg for the start of the third soil-vapor sampling point. <br /> Once the bentonite reached the desired depth of 5 feet bsg the third implant was installed <br /> by placing #2/12 sand atop the bentonite to a depth of 4.75 to 5 feet bsg. Once the sand <br /> pack at the base of the borehole was in place, a '/4-inch diameter, 2-inch-long <br /> polyethylene soil-vapor implant and approximately 7 feet of 1/4 inch Teflon® tubing were <br /> lowered to the bottom of the boring. Once the sand, tubing, and vapor implant were in <br /> place, filter pack of #2/12 sand was added from the bottom of the borehole to <br /> approximately 4 feet bsg. Following placement of the filter pack, approximately one foot <br /> of dry-granulated bentonite was placed atop of the filter pack from 3 to 4 feet bsg. <br /> Thereafter, granulated bentonite was hydrated to near surface grade to seal the borehole <br /> from ambient air intrusion. <br /> For the installation of the single-completed soil-vapor point (V10-D), approximately three <br /> (3) inches of #2/12 sand was placed at the bottom of the borehole, from approximately <br /> 29.75 to 30 feet bsg, for the vapor implant to be placed upon. Once the sand pack at the <br /> base of the borehole was in place, a '/4-inch diameter, 2-inch-long polyethylene soil-vapor <br /> implant and approximately 32 feet of '/4 inch Teflon® tubing were lowered to the bottom <br /> of the boring. Once the sand, tubing and vapor implant were in place, filter pack of#2/12 <br /> sand was added from the bottom of the borehole to approximately 28 feet bsg. Following <br /> placement of the filter pack, approximately one foot of dry-granulated bentonite was <br /> placed atop of the filter pack from 27 to 28 feet bsg. Thereafter, granulated bentonite was <br /> hydrated near the surface. <br /> Following a minimum of two-hours (direct push borings)of equalization, a pump calibrated <br /> to 200 milliliters per minute (ml/m)was used to purge each sampling point. A total of three <br /> pre-calculated volumes were removed from each sampling point prior to sample <br /> collection. Field sampling sheets documenting the purging times and volumes are <br /> included in Appendix A. <br /> Once purging was completed, one-liter Summa canisters, with attached flow restrictors <br /> calibrated to 150 to 200 ml/min, were connected to the 1/4-inch Teflon® tubing from the <br /> vapor well and the canister was opened. Thereafter, each soil-vapor sampling point was <br /> isolated from ambient air by enclosing the soil-vapor point, tubing, and canister assembly <br /> in a plastic shroud. Helium gas was infused into the shroud and was measured using a <br />