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** PLEASE CHECK LOOKUP - if good, then Approve QCStatus, else update with correct RECORD_ID (4)
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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4900
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2600 - Land Use Program
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PR0420087
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** PLEASE CHECK LOOKUP - if good, then Approve QCStatus, else update with correct RECORD_ID (4)
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Last modified
11/19/2024 1:52:29 PM
Creation date
12/18/2023 10:12:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
PR0420087
PE
4242
FACILITY_ID
FA0002643
FACILITY_NAME
STOCKTON VERDE MOBILE HOME PRK
STREET_NUMBER
4900
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95212
APN
08704015
CURRENT_STATUS
01
SITE_LOCATION
4900 N HWY 99
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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STATE WATER RESOURCES CONTROL BOARD - 28 - <br /> ORDER <br /> 28 - <br /> ORDER WQ 2014-0153-DWQ <br /> GENERAL WASTE DISCHARGE REQUIREMENTS <br /> FOR SMALL DOMESTIC WASTEWATER TREATMENT SYSTEMS <br /> Table 4: Effluent Limitations for Wastewater Treatment Systems <br /> Step 1 - Effluent Limitations Based on Technology Performance <br /> Activated Sludge, MBR, or similar (not including residential aerobic treatment units) <br /> Constituent Units Limit <br /> BOD mg/L 30 (monthly average), 45 (7-day average) <br /> TSS mg/L 30 (monthly average), 45 (7-day average) <br /> Wastewater Pond or Trickling Filter 1 (not including residential recirculating sand filters) <br /> Constituent Units Limit <br /> BOD mg/L 902 <br /> TSS -- Not Applicable <br /> Step 2 - Effluent Limits Based on Low/High Threat Situation (flow rate >20,000 gpd) <br /> Constituent Units Limit <br /> Total N mg/L -- <br /> Low Threat mg/L 50 % 3 <br /> High Threat mg/L 10 <br /> BOD denotes biochemical oxygen demand; TSS denotes total suspended solids; MBR denotes membrane <br /> biological reactor. Residential denotes a single family home, property caretaker's home, a home with an <br /> associated residence (e.g. mother in law unit), or similar, with a flow rate less than 400 gpd. "—" denotes <br /> not applicable. <br /> 1. Limit applies when treated wastewater is applied to an LAA or to a subsurface disposal system. <br /> 2. The limit is based on a 65-percent reduction of incoming BOD. An incoming BOD of 250 mg/L was <br /> used to calculate the value. <br /> 3. The value represents the minimum percent reduction compared to the untreated wastewater value. <br /> Reduction shall be calculated on an annual basis. In no case shall the reduction result in an effluent <br /> limit lower than 10 mg/L total nitrogen. <br /> E. Provisions <br /> 1. Technical Report Preparation Requirements <br /> a. Within 90 days of the issuance of an NOA, aside from residential septic tanks <br /> serving four or fewer residences, the Discharger shall prepare and implement a <br /> Spill Prevention and Emergency Response Plan (Response Plan) that describes <br /> operation and maintenance activities to prevent accidental releases of wastewater, <br /> and to effectively respond to such releases, minimizing the environmental impact. <br /> At a minimum, the Response Plan shall address the following: <br /> i. Operation and Control of Wastewater Treatment - A description of the <br /> wastewater treatment equipment, operational controls, flow measurement <br /> and calibration procedures, and treatment system schematic including <br /> valve/gate locations. <br /> September 23, 2014 <br />
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