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ARCHIVED REPORTS_XR0012460
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0505714
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ARCHIVED REPORTS_XR0012460
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Entry Properties
Last modified
3/4/2020 12:55:01 PM
Creation date
3/4/2020 9:41:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012460
RECORD_ID
PR0505714
PE
2950
FACILITY_ID
FA0003590
FACILITY_NAME
M B P
STREET_NUMBER
501
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
03731045
CURRENT_STATUS
02
SITE_LOCATION
501 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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17 October 2000 <br /> - AGE-NC Project No. 98-0450 <br /> Page 2 of 7 <br /> 2.3. WELL_ AND BORING COMPLETION <br /> — Vapor well pilot boring V W 3 through V W5 were drilled at a 25 degree angle from vertical and were <br /> completed to a depth of 50 feet below.sutface grade (bsg) with a ten-foot screen interval. Vapor well <br /> pilot borings VW6 tlu-ough VW8 were drilled vertically to 50 feet bsg and were completed as dual- <br /> screened vapor extraction Wells. usinp t%vo-inch diameter PVC casing with 0.020-inch slotted screen. <br /> These wells were constructed with one lower I0-foot and an upper 15-foot screen interval, from 40 <br /> to 50 feet bs�(r and 30 to 15 feet bsg, respectively. Vapor well borings V W9 through V W 10 were <br /> drilled to a total depth of approximately 50 feet bsg and was completed with a ten-foot screen <br /> interval from 40 to 50 feet bsg. Vapor "?cl l boring V W 11 was drilled to a total depth of <br /> _ approximately 40 feet bsg and was completed with a 20-foot screen interval from 20 to 40 feet bsg. <br /> Borings IAS I throuLdh IAS I 1 were corflplcted as air sparging wells using two-inch diameter PVC <br /> casing with 0.020-inch slotted screen. The IAS well pilot borings were drilled to a total depth of 55 <br /> feet bsg and were completed with a 5-foot screen interval from 50 to 55 feet bsg. <br /> '['he filter- pack (No. 2112 Lonestar sand) was installed from 49 feet to 55 feet bsg within the IAS <br /> pilot borings (IAS1 to IASI 1 ). A filter pack sand was installed from approximately 39 feet to 50 feet <br /> bsg within vapor wells VW-'). VW-4 and VW-5 and vapor wells VW-9 and V W-10. A filter pack <br /> sand was installed approximately 19 feet to 40 feet bsg within vapor well VW-11. A -2-foot bentonite <br /> Pellet plug was then installed above the filter pack in these wells and hydrated. <br /> Sand filter packs were installed from approximately 38 to 50 feet bsg and 14 to 35 feet bsg within <br /> vapor wells VW6 throu�1111 VW8. A bentonite pellet plug was installed above the lower filter pack <br /> from 38 to 35 Leet bsg and from 12 to 14 feet and was then fully hydrated with potable water. <br /> The wells were then �(Trouted above the bentonite transition seals to 2-feet within the surface with <br /> neat-portland cement. For this application, plastic. water-tight, access boxes were then installed over <br /> the wells. to allow networking between wells and access to the well heads. As-built well diagrams <br /> are depicted in Appendix A. <br /> 2.4. SOIL-VAPOR EXTRACTION SYSTEM INSTALLATION <br /> The SVE system utilized two-inch diameter, schedule 40 PVC piping installed underground from <br /> each well-head at vapor extraction wells and monitoring wells BMW-3, BMW-4 and B1\4W-5 to the <br /> y inlet of the vacuum blower: the outlet from the vacuum blower was routed through the catalytic <br /> converter. A Magnehelic vacuum gauge was attached to the inlet of the blower. The air flow was <br /> monitored using a Dwyer DS-200 flow sensor. The flow rate was determined from the pleasured <br /> differential pressure and the piping diameter using a nomograph (Appendix B). The vapor stream <br /> at the SVE inlet was monitored for the presence of organic vapor using. an OVA. <br /> Idvrasu'ed GeuF:ncirunmcntal,Inc. <br />
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