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2900 - Site Mitigation Program
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PR0542800
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Last modified
6/11/2021 11:54:23 AM
Creation date
6/11/2021 11:39:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0542800
PE
2950
FACILITY_ID
FA0024565
FACILITY_NAME
DOMINIC'S AUTO TECH
STREET_NUMBER
435
Direction
N
STREET_NAME
HARRISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
137250060
CURRENT_STATUS
01
SITE_LOCATION
435 N HARRISON ST
P_LOCATION
01
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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29 March 2018 <br /> AdvancedGeo <br />AGE Project No. 18-4345 <br /> Environmental <br />Page 3 of 4 <br />SOIL-VAPOR SAMPLING <br />AGE proposes to advance one boring at the northern property boundary for installation <br />and sampling of a temporary soil-vapor well. The soil boring will be advanced to a <br />completion depth of 5 feet bsg utilizing a 3-inch hand auger. Once the total depth is <br />reached, a single-completed soil-vapor point will be installed in the boring as illustrated in <br />Figure 2. <br />For installation of the soil-vapor point, a temporary/disposable vapor-tip and 1A-inch Teflon <br />tubing will be lowered to the base of the boring at approximately 5 feet bsg; two feet of <br />tubing will remain outside the borehole for vapor sample collection. Once the tubing and <br />vapor-tip are in place, a filter pack of #3 sand will be placed from the bottom of the <br />borehole to one-foot above the vapor tip. Following placement of the filter pack, one-foot <br />of dry bentonite crumbles will be placed atop the filter pack. Thereafter, bentonite will be <br />hydrated to surface grade. <br />Following soil-vapor point installation, a minimum of one-hour stabilization period will be <br />observed prior to sample collection at the vapor point location. A one-liter Summa canister <br />and a 6-liter purge canister will be connected together with a dedicated and serialized <br />sampling inlet manifold. The sampling inlet manifold will consist of an air/vapor-tight valve; <br />a particulate filter; a calibrated flow restrictor calibrated to 200 milliliters per minute <br />(ml/min), a stainless steel tee-fitting, two vacuum gauges at either end of the controller <br />and connections for both purge and sampling canisters (manifold assembly). The <br />manifold assembly will be attached to the -1/4-inch Teflon® tubing from the vapor sampling <br />location. The purge canister will be attached to the end of the sampling manifold while the <br />sample canister will be attached to the tee-fitting between the tubing and purge container. <br />Prior to purging and sample collection, a leak test will be performed on the soil-vapor <br />sampling assembly by attaching and securing the sample and purge canisters to the <br />manifold and opening the valve on the purge canister and the manifold. The leak test will <br />be performed for approximately 10 minutes on the assembly. <br />Upon achieving a successful leak test, the purge canister valve will be opened for a <br />calculated period of time to allow for three volumes of air to be purged. The purge canister <br />vacuum gauge will be monitored to ensure a proper decrease of vacuum ensuring flow <br />and purging. The purge volume will be determined by calculating the internal volume of <br />the tubing and open borehole area. <br />Upon achieving the targeted purge volume, the purge canister valve will be closed and <br />the sample canister valve will be opened. The initial pressure and time will be recorded. <br />Upon reaching at least -5 in Hg or less, the sample canister valve will be closed and final <br />pressure and time recorded. The sampling port on the sampling canister will be capped <br />with a brass end-cap.
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