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CORRESPONDENCE_1991-2001
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0515734
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CORRESPONDENCE_1991-2001
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Last modified
6/5/2025 1:02:46 PM
Creation date
9/25/2020 3:47:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1991-2001
RECORD_ID
PR0515734
PE
4430 - SOLID WASTE CIA SITE
FACILITY_ID
FA0012312
FACILITY_NAME
CITY OF TRACY LANDFILL
STREET_NUMBER
0
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303015
CURRENT_STATUS
Active, billable
SITE_LOCATION
CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
CORRAL HOLLOW RD TRACY 95376
Tags
EHD - Public
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WASTE DISCHARGE RE#IREMENTS ORDER NO. -3- <br /> SAN JOAQUIN COUNTY <br /> FOR POST-CLOSURE AND CORRECTIVE ACTION MONITORING <br /> CORRAL HOLLOW SANITARY LANDFILL <br /> SAN JOAQUIN COUNTY <br /> 15. Monitoring data of the perched zone indicates shallow background groundwater quality has <br /> a specific electrical conductivity(EC) of approximately 1000 micromhos/cm, with total <br /> dissolved solids (TDS) of approximately 600 mg/l. Monitoring data of the deeper flow <br /> zone indicates background groundwater quality as measured at monitoring well MW-2 has <br /> a specific electrical conductivity(EC) of approximately 1,600 micromhos/cm, with total <br /> dissolved solids (TDS) of approximately 1,200 mg/l. <br /> 16. The direction of groundwater flow in the perched zone indicates that shallow groundwater <br /> mounds at SB-1 and flows both northerly and southerly. Occasionally,the direction of <br /> groundwater flow is northerly. The groundwater gradient is approximately 0.007 foot per <br /> foot. The groundwater velocity in the perched flow zone is approximately 2 feet per year. <br /> Groundwater in the deeper flow zone has been southeasterly in the past,though has not <br /> been monitored at the landfill since 1990. <br /> 17. The designated beneficial uses of the groundwater, as specified in the Basin Plan, are <br /> domestic and municipal, agricultural, and industrial supply. <br /> GROUNDWATER MONITORING <br /> 18. The groundwater monitoring system includes three wells screened in the shallow,perched <br /> aquifer on the eastern side of the landfill, wells SB-1, MW-5 and MW-4. Three well are <br /> also screened below 250 feet bgs,MW-1, MW-2, and MW-3, however groundwater has not <br /> been present in these wells since 1990. Attachment B shows the locations of the <br /> groundwater monitoring wells. <br /> 19. The Discharger's detection monitoring program for groundwater at this Unit does not <br /> satisfy the requirements contained in Title 27. Whereas the shallow groundwater <br /> monitoring on the northeastern side of the landfill does monitor the first encountered <br /> groundwater,the southwestern half has no monitoring system currently in place. Wells <br /> intended to monitor deeper groundwater have been dry since 1990. Appropriate monitoring <br /> should be implemented on the southwestern half of the landfill <br /> 20. Volatile organic compounds (VOCs) are often detected in a release from a landfill, and are <br /> the primary waste constituents detected in groundwater beneath a municipal solid waste <br /> landfill (see Finding Nos. 29 and 30). Since volatile or compounds are not naturally <br /> occurring and thus have no background value,they are not amenable to the statistical <br /> analysis procedures contained in Title 27 for the determination of a release of wastes from a <br /> Unit. <br /> 21. Sections 20415(e)(8) and (9) of Title 27 provide for the non-statistical evaluation of <br /> monitoring data that will provide the best assurance of the earliest possible detection of a <br /> release from a Unit in accordance with §20415(b)(1)(B)2.-4. of Title 27. However, Title 27 <br /> does not specify a specific method for non-statistical evaluation of monitoring data. <br />
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