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CORRESPONDENCE_1996-2026
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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12001
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4400 - Solid Waste Program
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PR0507825
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CORRESPONDENCE_1996-2026
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Entry Properties
Last modified
4/17/2026 3:13:56 PM
Creation date
9/23/2020 2:07:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1996-2026
RECORD_ID
PR0507825
PE
4442 - SW COMPOST SITE - QUARTERLY INSPECTION
FACILITY_ID
FA0003867
FACILITY_NAME
DELICATO VINEYARDS LLC
STREET_NUMBER
12001
Direction
S
STREET_NAME
STATE ROUTE 99
City
MANTECA
Zip
95336
APN
20405008
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
12001 S STATE ROUTE 99 MANTECA 95336
Tags
EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER R5-2013-0028 -33- <br /> DELICATO VINEYARDS, INC. <br /> DELICATO FAMILY VINEYARDS <br /> SAN JOAQUIN COUNTY <br /> D. Effluent and Mass Loading Limitations <br /> 1. Effective immediately, the blend of treated wastewater, storm water, and <br /> supplemental irrigation water applied to the existing 23 acres of LAAs shall not <br /> exceed the following effluent and mass loading limits: <br /> Constituent Units Daily Annual <br /> Maximum Maximum <br /> BOD Mass Loading lbs/ac/day 285 -- <br /> Flow-Weighted Average Fixed mg/L -- 740 ' <br /> Dissolved Solids Concentration <br /> Total Nitrogen Mass Loading lbs/ac/year -- 500 ' <br /> Based on total flow and concentration for each source of water discharged. <br /> 2. Effective on 1 September 2013: <br /> a. The blend of treated wastewater, storm water, and supplemental irrigation <br /> water applied to LAAs 1 and 3 (or any other LAA that is converted from <br /> vineyard to other crops) shall not exceed the following effluent and mass <br /> loading limits: <br /> Constituent Units Daily Annual <br /> Maximum Maximum <br /> BOD Mass Loading lbs/ac/day 183 -- <br /> Average Fixed Dissolved Solids mg/L -- 620 ' <br /> Concentration <br /> Total Nitrogen Mass Loading lbs/ac/year __ Crop <br /> Demand <br /> Flow-weighted average based on total flow and concentration for each source of water <br /> discharged. <br /> b. The blend of treated wastewater, storm water, and supplemental irrigation <br /> water applied to LAAs 2, 4, 5, and 6 (or any other vineyard LAA) shall not <br /> exceed the following effluent and mass loading limits: <br /> Constituent Units Daily Annual <br /> Maximum Maximum <br /> BOD Mass Loading lbs/ac/day 105 -- <br /> Average Fixed Dissolved Solids mg/L -- 330 ' <br /> Concentration <br /> Total Nitrogen Mass Loading lbs/ac/year -- Demand <br /> Crop2 <br /> Flow-weighted average based on total flow and concentration for each source of water <br /> discharged. <br />
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