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COMPLIANCE INFO_1993 - 1994
Environmental Health - Public
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4400 - Solid Waste Program
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PR0504217
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COMPLIANCE INFO_1993 - 1994
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Last modified
7/31/2020 12:02:34 PM
Creation date
7/3/2020 10:35:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1993 - 1994
RECORD_ID
PR0504217
PE
4430
FACILITY_ID
FA0004231
FACILITY_NAME
J M EAGLE (WS)
STREET_NUMBER
1051
STREET_NAME
SPERRY
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
17728039
CURRENT_STATUS
02
SITE_LOCATION
1051 SPERRY RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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CField
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FilePath
\MIGRATIONS\SW\SW_4430_PR0504217_1051 SPERRY_1993-1994.tif
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS -4- <br /> JOHNS-MANVILLE MANUFACTURING COMPANY, INCORPORATED <br /> FORMOSA PLASTICS, USA <br /> SAN JOAQUIN COUNTY <br /> GEOLOGY <br /> 16. The landfill is underlain by unconsolidated sediments of the Victor, Laguna, Mehrten, <br /> and Valley Springs Formations. The Victor Formation is approximately 120 feet thick, <br /> consisting of clays and silty sands. The predominant soil type is the Stockton Adobe <br /> Clay, with a depth of approximately 30 inches. Under the surface soils are interbedded <br /> silty clays and silty sands to a depth of at least 40 feet. <br /> 17. The closest known potentially active fault in the vicinity of the site is the Tracy-Stockton <br /> fault, which passes approximately 2 miles north-northwest of the landfill. The last known <br /> activity associated with this fault occurred in 1881, producing a magnitude 5+ earth- <br /> quake (Richter scale). This is considered to be the maximum probable earthquake for <br /> this site. <br /> SITE DESCRIPTION <br /> 18. Land within 1000 feet of the facility is used for industrial and agricultural purposes. <br /> 19. The facility is within the 100-year flood plain where flood depths are between one and <br /> three feet. <br /> 20. Groundwater levels are encountered at 18 to 47 feet below ground surface. The <br /> variances in elevations are possibly due to the presence of more than one water-bearing <br /> zone. The flow is to the east-northeast, with a gradient of 0.1 - 0.2%. A perched zone <br /> might exist in the area south of the surface impoundments. <br /> 21. The beneficial uses of ground water are domestic, municipal, agricultural and industrial <br /> supply. <br /> 22. The facility receives an average of 14.17 inches of precipitation per year, as measured at <br /> the Stockton Airport (data US Weather Service, 1949 - 1980). The annual evaporation <br /> is approximately 67.4 inches per year. <br /> 23. The 100 year, 24 hour precipitation is approximately 2.8 inches. <br /> 24. Surface drainage is west-southwest to North Littlejohns Creek, tributary to French Camp <br /> Slough which flows into the San'joaquin River. <br />
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