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2900 - Site Mitigation Program
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PR0508387
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Last modified
5/26/2021 1:55:21 PM
Creation date
5/26/2021 11:38:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508387
PE
2960
FACILITY_ID
FA0008052
FACILITY_NAME
CONNELL MOTOR TRUCK
STREET_NUMBER
2219
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11736029
CURRENT_STATUS
01
SITE_LOCATION
2219 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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31 March 2008 <br /> AGE-NC Project No. 98-0500 <br /> Page 7 of 10 <br /> Occupational Safety and Health,Occupational Safety and Health Administration,U.S.Coast <br /> Guard and U.S. Environmental Protection Agency, October 1985. <br /> • Notify the San Joaquin County Environmental Health Department EHD a minimum of 48 <br /> hours prior to commencement of any work,while securing proper city/county soil boring or <br /> well permits. AGE will notify the CVRWQCB a minimum of 72 hours prior to <br /> commencement of any work. <br /> • All drilling locations will be marked at least 48 hours in advance for an Underground Service <br /> Alert (USA) check of underground utilities or pipes. <br /> In addition, the following procedures will be performed during the construction/re-start-up of the <br /> SVE system: <br /> • A site specific permit is currently active with the San Joaquin Valley Air Pollution Control <br /> District for the remediation project. <br /> 3.2. SOIL VAPOR EXTRACTION/IN-SITU AIR SPARGING WELL INSTALLATION <br /> Based on soil and ground water data collected to date,AGE proposes installation of single-level SVE <br /> wells. The well should be completed with a screened interval to mitigate the ground water (IAS <br /> output) and screened from 35 feet to 55 feet bsg to mitigated the lower stratigraphy (silts) and the <br /> currently exposed smear zone, near the water table, across the site. The soil vapor wells currently <br /> installed surrounding the building,in the hydrocarbon-impacted soil that will also be utilized for the <br /> proposed soil vapor extraction. <br /> AGE proposes installation wells to address impacted capillary fringe soil and the upper water table <br /> interface.The SVE borings will be advanced utilizing a truck-mounted drill rig equipped with 8-inch <br /> diameter hollow stem augers;the borings will be advanced to a depth of approximately 55 feet bsg, <br /> respective to their completion depth.A SVE well construction diagram is depicted in Appendix B. <br /> The SVE wells will be completed with 2-inch diameter, schedule 40 PVC well casing emplaced <br /> through the hollow stem augers. Each SVE well will utilize slotted well casing(0.030-inch screen <br /> size)from 35 to 55 feet bsg.A filter pact of#3 Lonestar Lapis Luster sand will be poured down the <br /> annulus between the well casing and the inner wall of the hollow stem auger.The filter pack will be <br /> placed adjacent to the screen from the bottom of the boring to a point approximately 1 feet above <br /> the top of the screen.Following placement of the filter pack,the well will be surged,if appropriate, <br /> to assist in settling the filter pack. Additional sand will be added if settling occurs. <br /> Advanced GeoEnvironmental,Inc. <br />
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