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SR0085443 (3)
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SR0085443 (3)
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Last modified
10/18/2022 12:37:18 PM
Creation date
10/18/2022 11:55:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0085443
PE
2903
FACILITY_ID
FA0023897
FACILITY_NAME
TOYOTA TOWN INC
STREET_NUMBER
610
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
139-060-33
ENTERED_DATE
6/22/2022 12:00:00 AM
SITE_LOCATION
610 N Hunter ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Toyota Town Inc., Stockton - 3 - 19 May 2022 <br />Table 2 — Scope of Work Summary <br />NE= northeast; SE= southeast; BTEX= benzene, toluene, ethylbenzene, total xylenes, LDC= <br />leak detection compound; ft= feet; in= inch; bgs= below ground surface <br />* Discrete sample depths to be determined by observed lithology, with the shallow sample <br />depth to be approximate to the MW -12 screen interval, and the deep sample to be at least 20 <br />feet deeper than the shallow. <br />5. By 31 August 2022, please submit a Site Assessment Report which details <br />completion of the above discussed scope of work. Please include in this report <br />conclusions and recommendations related to the delineation of the extent of <br />impact to groundwater from the Site release. Please also include an evaluation <br />oI collected soil gas data as compared to Petroleum Vapor Intrusion criteria of <br />the State Water Resources Control Board's Low Threat UST Case Closure <br />Policy (LTCP). Please also include recommendations for the path forward for <br />this case. <br />Groundwater <br />Total <br />Sampling <br />Soil Gas Sampling <br />Type <br />Location <br />Depth <br />Probe <br />Sand <br />QA/QC <br />Depth <br />Analysis <br />Analysis <br />Depth <br />Interval <br />Measures <br />NE of <br />2 depths <br />TPHg, <br />Ground- <br />MW -10 <br />110 ft <br />between <br />BTEX, <br />water <br />& MW- <br />bgs <br />60-110 ft <br />MTBE, <br />Boring <br />12 <br />bgs* <br />TBA <br />NE <br />At least <br />Soil gas <br />BTEX, <br />Shut-in <br />Well 1 <br />corner <br />At <br />At <br />6 in <br />naph- <br />testing, <br />of slab <br />least <br />least <br />above <br />thalene, <br />quantitative <br />SE <br />6 ft <br />and <br />Soil gas <br />corner <br />bgs <br />5.5 ft <br />below <br />oxygen, <br />Bleak <br />well <br />LDC <br />testing <br />of slab <br />probe <br />NE= northeast; SE= southeast; BTEX= benzene, toluene, ethylbenzene, total xylenes, LDC= <br />leak detection compound; ft= feet; in= inch; bgs= below ground surface <br />* Discrete sample depths to be determined by observed lithology, with the shallow sample <br />depth to be approximate to the MW -12 screen interval, and the deep sample to be at least 20 <br />feet deeper than the shallow. <br />5. By 31 August 2022, please submit a Site Assessment Report which details <br />completion of the above discussed scope of work. Please include in this report <br />conclusions and recommendations related to the delineation of the extent of <br />impact to groundwater from the Site release. Please also include an evaluation <br />oI collected soil gas data as compared to Petroleum Vapor Intrusion criteria of <br />the State Water Resources Control Board's Low Threat UST Case Closure <br />Policy (LTCP). Please also include recommendations for the path forward for <br />this case. <br />
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