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COMPLIANCE INFO_FILE 1
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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18846
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3000 – Underground Injection Control Program
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PR0546051
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COMPLIANCE INFO_FILE 1
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Last modified
11/19/2024 1:51:26 PM
Creation date
5/19/2021 9:59:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3000 – Underground Injection Control Program
File Section
COMPLIANCE INFO
FileName_PostFix
FILE 1
RECORD_ID
PR0546051
PE
3030
FACILITY_ID
FA0003883
FACILITY_NAME
VICTOR FINE FOODS
STREET_NUMBER
18846
Direction
N
STREET_NAME
STATE ROUTE 99
City
LODI
Zip
95240
APN
01709051
CURRENT_STATUS
02
SITE_LOCATION
18846 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Depth to the top of the sandstone is approximately 2,700 <br /> feet. The Domengine Formation is composed of poorly <br /> sorted, fine to coarse-grained, massive sand interbedded <br /> with shale. The bed dips and thickens rapidly to the <br /> southwest. This unit is present in all the seventy six <br /> well logs studied within a six-mile radius of the site. <br /> Also, the seismic data confirms that the formation is con- <br /> tinuous. The injection zone represents a marine environ- <br /> ment transition zone. The net sand thickness at the <br /> proposed well location is expected to be at least 250 feet. <br /> Hydrologic parameter data for the injection zone in the im- <br /> mediate vicinity of the well site are not known at this <br /> time. Data from nearby gas fields and California Division <br /> of Oil and Gas published reports indicate permeability and <br /> porosity ranges from 15 to 2812 millidarcy (md) and 18 to <br /> 38 percent respectively. The permeability of the Domengine <br /> Formation at the proposed site is expected to be 240 and and <br /> the porosity is expected to be 25 percent. These assump- <br /> tions may be conservative. Because the site is down dip <br /> from the producing gas fields to the north, it is expected <br /> that the Domengine Formation is fully saturated with water <br /> at the proposed location. <br /> The Nortonville Formation of Late Eocene age immediately <br /> overlies the proposed injection zone and forms a confining <br /> layer to vertical flow. This unit is approximately 300 <br /> feet thick in the study area and the top is expected at ap- <br /> proximately 2375 feet below the surface. The Nortonville <br /> Shale is a thin bedded shale interbedded with siltstone. <br /> Diatomaceous and Radiolarian shales are also present in <br /> this unit. This marine shale is easily recognizable and <br /> correlatable in all the well logs in the vicinity. There- <br /> fore, this unit is continuous throughout the study area. <br /> Actual hydrologic parameter data of this confining zone in <br /> the immediate vicinity of the well site does not exist at <br /> this time. However, from published data it is expected <br /> that the permeability will be less than 0. 01 md, typical of <br /> marine shales. Porosities may vary, but the majority of <br /> the voids are not interconnected, resulting in no fluid <br /> movement. ����.�. <br /> 2 . PRETREATMENT PRIOR TO INJECTION <br /> Process plant waste water will be collected at the raw <br /> waste water pump station. Then it will be pumped to the <br /> existing preliminary treatment facilities, which include a <br /> fine rotary screen (0.020 inch openings) to remove coarse <br /> particles, followed by a dissolved air floatation (DAF) <br /> unit for removal of fat, oil and grease, and total <br /> suspended solids (TSS) . Following this treatment, the <br /> waste water will be further treated by a new, activated <br /> sludge treatment facility. DAF effluent will be discharged <br /> to an equalization basin. The equalization basin will <br /> serve to regulate the flow into the activated sludge <br /> 4 <br />
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