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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0523929
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/30/2019 10:47:55 AM
Creation date
5/30/2019 10:22:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523929
PE
2965
FACILITY_ID
FA0016100
FACILITY_NAME
WRP #1/ CITY OF LATHROP
STREET_NUMBER
18800
STREET_NAME
CHRISTOPHER
STREET_TYPE
WAY
City
LATHROP
Zip
95330
APN
19813035
CURRENT_STATUS
01
SITE_LOCATION
18800 CHRISTOPHER WAY
QC Status
Approved
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EHD - Public
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• <br /> INFORMATION SHEET -3- <br /> CITY OF LATHROP AND METROPOLITAN LIFE INSURANCE COMPANY <br /> WASTEWATER TREATMENT FACILITY NO. 1 (CROSSROADS) <br /> SAN JOAQUIN COUNTY <br /> service to the State far outweigh the environmental impact damage of a community that would otherwise <br /> be reliant on numerous concentrated individual wastewater systems. Economic prosperity of local <br /> communities is of maximum benefit to the people of California, and therefore sufficient reason to <br /> accommodate increases in wastewater discharge provided terms of reasonable degradation are defined and <br /> met. The proposed Order authorizes some degradation consistent with the maximum benefit to the people <br /> of the State. <br /> Groundwater monitoring at the site to date has not been sufficient to establish the most appropriate <br /> groundwater limits. In addition, certain aspects of waste treatment and control practices have not been <br /> and are unlikely to be justified as representative of best practicable treatment and control (BPTC). <br /> Reasonable time is necessary to gather specific information about the WWTF and the site to make <br /> informed, appropriate, long-term decisions. This proposed Order, therefore, establishes interim <br /> receiving water limitations to assure protection of the beneficial uses of groundwater of the State <br /> pending the completion of certain tasks and provides time schedules to complete specified tasks. The <br /> Discharger is expected to identify, implement, and adhere to BPTC as individual practices are reviewed <br /> and upgraded in this process. During this period, degradation may occur from certain constituents,but <br /> can never exceed water quality objectives (or background water quality should it exceed objectives) or <br /> cause nuisance. <br /> Water quality objectives define the least stringent limits that could apply as water quality limitations for <br /> groundwater at this location, except where background quality unaffected by the discharge already <br /> exceeds the objective. The values below reflect water quality objectives that must be met to maintain <br /> specific beneficial uses of groundwater. Unless natural background for a constituent proves higher,the <br /> groundwater quality limit established in proposed Order is the most stringent of the values listed for the <br /> listed constituents. <br /> Constituent Units Value Beneficial Use Criteria or Justification <br /> Ammonia mg/L 0.5 MUNTaste and Odor 2 <br /> Boron mg/1 0.7 AGR Boron Sensitivity <br /> Chloride mg/L 106 AGR' dhloride sensitivity on certain crops <br /> irrigated via sprinklers" <br /> 142 AGR' Chloride sensitivity on certain crops" <br /> 250 MUN ' Recommended Secondary MCL 5 <br /> 500 MUN ' Upper Secondary MCL 5 <br /> Iron mg/L 0.3 MUN ' Secondary MCL c <br /> Manganese mg/L 0.05 MUN ' Secondary MCL c <br /> Nitrate as N mg/L 10 MUN ' Primary MCL 7 <br /> Nitrite as N mg/L 1 MUN ' Primary MCL 7 <br /> Sodium mg/L 69 AGR' Sodium sensitivity on certain crops° <br /> Total Dissolved Solids mg/L 4508 AGR 3 Salt sensitivity <br /> Total Coliform Organisms MPN/100 ml 2.2 MUN ' Basin Plan <br /> 500 MUN ' Recommended Secondary MCL 5 <br /> 1,000 MUN' Recommended Upper MCL 5 <br /> Total Trihalomethanes µg/L 100 MUN' MCL' <br /> PH pH Units 6.5 to MUN' Secondary MCL 9 <br /> 8.5 <br />
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