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2900 - Site Mitigation Program
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PR0542261
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Last modified
6/1/2021 4:54:22 PM
Creation date
6/1/2021 4:20:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0542261
PE
2960
FACILITY_ID
FA0024265
FACILITY_NAME
CENTRAL PLUME/MID PLUME PCE/TCE EXTRACTION WELL
STREET_NUMBER
531
Direction
S
STREET_NAME
CHURCH
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
531 S CHURCH ST
P_LOCATION
02
QC Status
Approved
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EHD - Public
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Andrew Richle 2 April 20, 2017 <br />intersection of Church Street and West Tokay Street in June 2016. A treatment system was <br />constructed on the adjacent Needham Elementary School property. This location is <br />approximately 2400 feet down gradient of the source area. PCE at this location is encountered <br />primarily in the intermediate depth zone between 75 and 125 feet. Extraction well EW-7 was <br />constructed with a screen interval of 75 to 125 feet and a planned extraction rate of 50 gallons <br />per minute. However, when tested during startup, EW-7 was found to yield less than 1 gallon <br />per minute. Therefore EW-7 could not meet its design purpose of capturing and containing the <br />PCE contamination in the mid-plume area. <br />To determine a location for a new extraction well to replace EW-7, the City advanced one CPT <br />boring (CPT-38) southeast of EW-7. After identifying sampling depths from the CPT logging, <br />hydropunch-type groundwater samplers were advanced to collect groundwater samples at 85 <br />and 114 feet below ground surface. The groundwater samples collected both contained PCE. <br />PCE was detected at a concentration of 380 pg/L at 85 feet and 120 pg/L at 114 feet. For <br />comparison, the groundwater sample collected from monitoring well G-25A, which is screened <br />from 89 to 99 feet and is located just east of EW-7, contained 1,100 pg/L of PCE in November <br />2017. The City also conducted pump testing at G-25A in October 2016, and found that the 2- <br />inch monitoring well could yield 8 gallons per minute. Based on the available information, the <br />City is proposing to install a new 6-inch diameter extraction well screened to replace EW-7 <br />approximately 20 feet north of G-25A. The new extraction well would be screened from 75 to <br />100 feet below ground surface and extract groundwater at 8 gallons per minute. The final depth, <br />screen interval and extraction rate will be determined during construction and startup. <br />Central Valley Water Board staff concurs with the proposed replacement extraction well. Please <br />notify Central Valley Water Board staff at least one week prior to conducting the field activities. <br />Please submit a report of well installation within 60 days of completing the field work. <br />If you have any questions regarding this letter, please contact me at (916) 464-4665 or <br />ncasebeer@waterboards.ca.gov . <br />ORIGINAL SIGNED BY <br />Nathan Casebeer, P.G. <br />Engineering Geologist <br />Private Sites Cleanup Unit <br />cc: Varinder Oberoi, West Yost Associates, Pleasanton
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