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SR2400707
Environmental Health - Public
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EL DORADO
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1901
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2900 - Site Mitigation Program
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SR2400707
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Entry Properties
Last modified
7/17/2026 2:32:21 PM
Creation date
7/17/2026 2:28:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR2400707
PE
2900 - Site Mitigation Program
STREET_NUMBER
1901
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
Stockton
Zip
95206
APN
16508019
CURRENT_STATUS
Closed - Complete
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
1901 S El Dorado ST Stockton 95206
Tags
EHD - Public
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Based on the CPT lithologic interpretations of the CPT borings, grab samples of groundwater <br /> were collected from the companion hydropunch borings at multiple depths intervals ranging <br /> between 39 feet bgs and 109 feet bgs. Total purgeable gasoline range petroleum hydrocarbons <br /> (TPPH) were detected in grab groundwater samples collected from CPT9, CPT 10 and CPT 12 <br /> locations at concentrations ranging from 800 ug/l (CPT12-105) to 7,000 ug/l (CPT9-70). <br /> Petroleum hydrocarbons were not detected in grab groundwater samples collected from the <br /> CPT I hydropunch boring location (FREY, 2023). Hydropunch groundwater sample analytical <br /> results are further summarized in Table 2. <br /> Based on the results of the investigation, FREY concluded that the lateral and vertical extent of <br /> dissolved phase petroleum hydrocarbons northeast of CPT12 were not adequately assessed. <br /> FREY additionally concluded that the lateral extent of dissolved phase petroleum hydrocarbons <br /> were not adequately assessed in the intermediate depth groundwater zone southeast of the Site <br /> (FREY, 2024). <br /> ADDITIONAL OFF-SITE HYDROPUNCH SAMPLING AND MONITORING WELL <br /> INSTALLATIONS (2023) <br /> Hydropunch Sampling <br /> To assist in selecting locations for two additional groundwater monitoring wells northeast and <br /> southeast of the Site, on September 20 and 21, 2023, hydropunch borings HP1 and HP2 were <br /> advanced at the approximate locations shown on Figure 3. Groundwater samples were collected <br /> at 100 and 120 feet bgs in hydropunch boring HP1, and at 60 and 78 feet bgs (where refusal was <br /> met) in hydropunch boring HP2 (FREY, 2024). <br /> TPH-GRO were detected at a concentration of 460 ug/l and benzene was detected at a <br /> concentration of 14 ug/1 in the groundwater sample collected from boring HP 1 at 100 feet bgs. <br /> TPH-GRO were detected at a concentration of 67 ug/l and benzene was detected at a <br /> concentration of 0.65 ug/1 in the groundwater sample collected from 120 feet bgs in boring HP I. <br /> TPH-GRO were detected at a concentration of 25,000 ug/l, benzene was detected at a <br /> concentration of 2,400 ug/l, ethylbenzene was detected at a concentration of 2,100 ug/l, and <br /> naphthalene was detected at a concentration of 890 ug/1 in the groundwater sample collected <br /> from boring HP2 at 60 feet bgs. TPH-GRO were detected at a concentration of 3,900 ug/l, <br /> benzene was detected at a concentration of 440 ug/1 and ethylbenzene was detected at a <br /> concentration of 9.1 ug/l in the groundwater sample collected from 78 feet bgs in boring HP2 <br /> (FREY, 2024). Hydropunch groundwater sample analytical results are further summarized in <br /> Table 2. <br /> Monitoring Well Installations <br /> Groundwater monitoring wells MW16 and MW17 were installed on September 20 and 21, 2023. <br /> Monitoring well MW 16 was constructed with 2-inch diameter schedule 40 PVC with 10 feet of <br /> slotted casing extending between the depths of 95 and 105 feet bgs. Monitoring well MW 17 <br /> was constructed with 2-inch diameter schedule 40 PVC with 10 feet of slotted casing extending <br /> FREY Environmental,Inc. 7 Project No. 1095-01 <br />
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