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ARCHIVED REPORTS_XR0005519
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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24323
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3500 - Local Oversight Program
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PR0544358
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ARCHIVED REPORTS_XR0005519
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Last modified
11/19/2024 1:50:25 PM
Creation date
4/17/2019 3:11:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005519
RECORD_ID
PR0544358
PE
3528
FACILITY_ID
FA0021623
FACILITY_NAME
JAHANT FOOD AND FUEL
STREET_NUMBER
24323
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
APN
00516019
CURRENT_STATUS
02
SITE_LOCATION
24323 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Soils observed during the drilling of the three monitoring well borings to a maximum depth of 87 <br />' feet bgs consisted mostly of massive intervals of clay, silt and fine sand mixtures interrupted by <br /> thin (i e, less than five feet thick) intervals of poorly-graded fine sand Laterally continuous sand <br />' sequences were observed at approximately 15 feet bgs and at 75 to 80 feet bgs Other sand <br /> intervals were observed as laterally discontinuous across the site <br /> During drilling, saturated sod and groundwater were first encountered between 79 5 and 80 1 feet <br /> bgs One week later, the static depth to the groundwater table, as measured in the three <br />' groundwater monitoring wells, ranged from 77 40 feet bgs in MW-1 to 78 23 feet bgs in MW-3 As <br /> such, groundwater does not appear to present under significant confining conditions <br /> rThe groundwater surface elevation ranged from a high of 22 64 feet (arbitrary datum) at MW-2 to <br /> a low of 22 42 feet (arbitrary datum) at MW-1 The resulting groundwater surface appeared as a <br /> regular plane dipping to the north-northeast at a gradient of approximately 0 0037 fooVfoot The <br /> monitoring well construction details and groundwater monitoring data are summarized in Table 1 <br />' The 12 soil samples, three monitoring well groundwater samples, and the domestic water supply <br /> well sample collected during the investigation did not contain detectable concentrations of any of <br /> 1 <br /> 0 the gasoline constituent compounds analyzed The groundwater sample analytical data are <br /> summarized in Table 2 <br /> 1 2 4 Sensitive Receptor Survey <br />' To evaluate possible health and safety impacts from gasoline constituent compounds in soil and <br /> groundwater beneath the site, Ramage Environmental surveyed potential sensitive receptors <br />' within 2,000-feet of the site (site vicinity) The survey included a review of water well completion <br /> reports at the California Department of Water Resources (DWR) and a tour of the site vicinity <br /> The results of the survey are documented in Ramage Environmental's Sensitive Receptor Survey <br />' and Groundwater Monitonng Report, First Quarter 2001, dated June 8, 2001 <br /> Due to the rural nature of the site vicinity and presence of water wells at each occupied property <br />' parcel, it is assumed that public water service is not available throughout the area For the site <br /> vicinity, only two water well completion reports were on file at DWR In addition to the on-site <br /> water supply well, another 15 wells were observed during reconnaissance of the site vicinity All <br /> but two of these wells appeared to be operational <br /> 0 7 <br />
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