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ARCHIVED REPORTS_XR0012726
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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88 (STATE ROUTE 88)
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13975
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2900 - Site Mitigation Program
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PR0522057
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ARCHIVED REPORTS_XR0012726
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Last modified
11/20/2024 9:21:19 AM
Creation date
9/5/2019 2:44:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012726
RECORD_ID
PR0522057
PE
2950
FACILITY_ID
FA0015024
FACILITY_NAME
USA GASOLINE #3756
STREET_NUMBER
13975
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
APN
01908014
CURRENT_STATUS
01
SITE_LOCATION
13975 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Z <br /> r <br /> W2al <br /> June 7, 1988 <br /> AGS Job No. 87048-2 <br /> Page 2 <br /> measurement was 0.27-foot vertically per 100 feet horizontally <br /> (14 feet per mile) . These calculated values are similar to the <br /> previous sampling event of June 16, 1987. During that <br /> investigation, the measured direction of ground-water flow was <br /> south 60 degrees west and the average gradient 0.33-foot <br /> vertically per 100 feet horizontally. The shallower ground-water <br /> surface and more southerly ground-water flow direction may be <br /> attributable to local pumping for agricultural irrigation. <br /> Samples of ground water were collected from the air-fluid <br /> interface in the monitoring wells for subjective analyses by <br /> lowering a Teflon bailer approximately halfway through the <br /> interface. The bailer was then retrieved, and the water sample <br /> was examined for floating product, sheen, and other subjective <br /> ® evidence of hydrocarbon contamination. No floating product, <br /> product sheen, or emulsion was noted in samples from the <br /> monitoring wells, although a slight product odor was obvious in <br /> wells IC -2 and MW-3. Cumulative results of these and previous <br /> subjective analyses are presented in Table 1. <br /> ® t'f Approximately three well volumes of ground water (30 gallons) <br /> were purged from monitoring wells MW-1 through MW-4 using a <br /> submersible pump. Recharge to the wells was relatively rapid. <br /> Ground-water samples for laboratory analysis were then collected <br /> from the monitoring wells by lowering a clean Teflon bailer <br /> through the air-water interface to a point immediately below the <br /> ® top of the water column. The bailer was then recovered and the <br /> sample slowly transferred to laboratory-cleaned, 4o-milliliter <br /> glass volatile organic analysis vials. Concentrated hydrochloric <br /> acid was added to each sample as a preservative. Sample <br /> containers were then labeled and immediately placed in iced <br /> storage. Chain of Custody Records were initiated by the sampler <br /> ® and accompanied the samples to the analytical laboratories. <br /> Copies of these records are attached to this report. <br /> The ground-water samples were analyzed for total volatile <br /> hydrocarbons and the volatile hydrocarbon constituents benzene, <br /> ethY lbenzene, toluene, and total xylene isomers by Environmental <br /> Protection Agency Method 602 at Applied GeoSystems' laboratory in <br /> Fremont, California. The results of these and previous analyses <br /> are summarized in Table 2. Variations of contaminant <br /> concentrations with time are shown on Plates P-4 through P-7. <br /> Copies of the laboratory Analysis Reports are attached to this <br /> report. <br /> --------------- <br /> ® APP1149d GeOSYWOms <br />
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