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2900 - Site Mitigation Program
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PR0539876
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Entry Properties
Last modified
2/5/2019 3:53:16 PM
Creation date
2/5/2019 3:42:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0539876
PE
2950
FACILITY_ID
FA0022808
FACILITY_NAME
FAIRWAY ESTATES
STREET_NUMBER
1155
Direction
W
STREET_NAME
CENTER
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
21703028
CURRENT_STATUS
01
SITE_LOCATION
1155 W CENTER ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
TMorelli
Tags
EHD - Public
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05 March 2015 • • <br /> AGE Project No. 14-3214 <br /> Page 3 of 4 <br /> drive rods. The assembly will then be advanced to the specified depth and retracted <br /> approximately six to twelve inches in order to disengage the expendable point and <br /> expose a column of strata from which soil-vapor can be extracted. <br /> Single use, '/<-inch diameter disposable polyethylene post run tubing (PRT) is then <br /> attached to a tubing adapter (PRT adapter) equipped with a new disposable O-ring to <br /> ensure a vacuum-tight seal. The adapter assembly is then lowered through the center of <br /> the hollow drive rods to the specified depth and secured by threading into the <br /> expendable vapor point holder (PRT Point Holder). Hydrated bentonite will be placed <br /> around the drive rod at ground surface to prevent ambient air intrusion. <br /> For collection of soil-vapor samples at ten feet bsg, a temporary soil-vapor well will be <br /> installed in the borings after advancing to ten feet bsg. A disposable vapor implant and <br /> thirteen feet of %-inch Teflon tubing will be lowered to the base of the borehole; three <br /> feet of tubing will be left outside the borehole for vapor sample collection. Once the <br /> tubing and vapor implant are in place, a filter pack of#2/12 sand will be placed from the <br /> bottom of the borehole to 9.5 feet bsg. Following placement of the filter pack, dry <br /> bentonite crumbles will be placed atop the filter pack to eight feet bsg. Thereafter, <br /> bentonite will be placed and hydrated from eight feet bsg to surface grade to seal the <br /> vapor well from ambient air intrusion. <br /> A minimum of 30 minutes equilibrium time will be allowed at each soil-vapor boring <br /> location and depth prior to purging and sample collection. Each sampling point will be <br /> purged for a calculated time period (between 2 and 3 minutes) to remove at a minimum <br /> three purge-volumes of air prior to collecting a soil-vapor sample in a one-liter Tedlar <br /> bag. Once the purging is complete a sample will be collected using a peristaltic pump <br /> and low-flow sampling techniques (200 milliliters per minute). Each soil-vapor boring <br /> location will be isolated from ambient air by enclosing the borehole, tubing, and sample <br /> bag in a plastic shroud, which will be weighted at the surface. Isopropyl alcohol (IPA) as <br /> a liquid will be placed in a stainless steel bowl within the plastic structure and allowed to <br /> volatilize into the air enclosed within the plastic structure surrounding the borehole, <br /> tubing and sample bag. <br /> After sample collection, Tedlar bags will be labeled and stored in a dry container. Soil- <br /> vapor samples will be transported under chain-of-custody procedure to a CDPH- <br /> certified laboratory and analyzed for TPH-g by EPA method 8015 modified and VOC's <br /> by EPA method 8260B. <br /> EQUIPMENT DECONTAMINATION <br /> Prior to use, all non-disposable sampling tools used for sample collection will be <br /> thoroughly rinsed with clean water after being washed with a solution of Alconox. <br /> Advanced GeoEnvironmental,Inc. <br />
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