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SITE INFORMATION AND CORRESPONDENCE CASE 2
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SITE INFORMATION AND CORRESPONDENCE CASE 2
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Last modified
8/5/2019 1:25:48 PM
Creation date
8/5/2019 10:50:52 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
CASE 2
RECORD_ID
PR0521881
PE
2960
FACILITY_ID
FA0014865
FACILITY_NAME
CALIFORNIA NATURAL PRODUCTS
STREET_NUMBER
1250
Direction
E
STREET_NAME
LATHROP
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19804001
CURRENT_STATUS
01
SITE_LOCATION
1250 E LATHROP RD
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2002-0071 -3- <br /> CALIFORNIA NATURAL PRODUCTS <br /> WASTEWATER TREATMENT FACILITY <br /> SAN JOAQUINCOUNTY <br /> alternative treatment plants such as the Sharpe Depot wastewater treatment plant or the planned <br /> treatment systems proposed in the City of Lathrop. CNP has also considered using interim <br /> capacity available in the City of Manteca's expansion project. Wastewater generation at CNP is <br /> expected to increase in the fixture as presented in the table below. The data presented is the total <br /> anticipated flow rate and will be split between the land application area and municipal treatment <br /> system discharges. <br /> Year Projected Flow (gpd) Year Projected Flow(gpd) <br /> 2000 250,000 2006 420,000 <br /> 2001 280,000 2007 440,000 <br /> 2002 330,000 2008 460,000 <br /> 2003 350,000 2009 480,000 <br /> 2004 375,000 2010 500,000 <br /> 2005 400,000 <br /> 17. The current average wastewater flow rate from the facility is 240,000 gpd; of this, a daily <br /> maximum of 60,000 gpd is discharged to the City of Lathrop wastewater system. Accounting for <br /> near-term growth of the CNP facility, the Discharger has proposed annual average and monthly <br /> average wastewater generation rates of 310,000 and 350,000 gpd. Based on the current discharge <br /> rate of 60,000 gpd of wastewater to the municipal system, the expected annual average and <br /> monthly average discharge to land will be 250,000 to 290,000 gpd. <br /> WASTEWATER SYSTEM <br /> 18. Process and cleanup wastewater is piped to a central collection sump where it is pumped to the <br /> treatment system. <br /> 19. Wastewater generated in the processing plant is characterized by a high organic matter and solids <br /> content. Effluent concentrations have declined substantially since the recent addition and <br /> optimization of additional wastewater pretreatment systems. The RWD reported the average <br /> concentrations of analytes in the process wastewater and treated wastewater are as follows: <br /> Constituent Units Untreated Wastewater t Treated Wastewater Z <br /> Biochemical Oxygen Demand mg/1 2,205 165 <br /> Chemical Oxygen Demand mg/l 5,287 300 <br /> Electrical Conductivity µmhos/cm 1,550 1,800 <br /> Total Dissolved Solids mg/l 2,190 1,1453 <br /> Fixed TDS mg/1 1,279 9943 <br /> Total Nitrogen mg/1 49.3 17.4 <br /> pH Standard 8.6 7.7 <br /> 1 Untreated wastewater data from Wastewater Capacity Plan, 17 January 2000,prepared by B.Dickson. <br /> 2 Treated wastewater data from monthly average data,RWD Addendum,Table 6,Nov.2001. <br /> 3 Data from the Discharger's response to the tentative WDRs,March 2001. <br />
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