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SITE INFORMATION AND CORRESPONDENCE
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2900 - Site Mitigation Program
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PR0540459
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
4/9/2020 2:47:28 PM
Creation date
4/9/2020 2:35:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0540459
PE
2960
FACILITY_ID
FA0023127
FACILITY_NAME
PARADISE POINT MARINA
STREET_NUMBER
8095
STREET_NAME
RIO BLANCO
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06605052
CURRENT_STATUS
01
SITE_LOCATION
8095 RIO BLANCO RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMEMTS • -5- <br /> PARADISE POINT MARINA <br /> SEVEN RESORTS,INC. <br /> SAN JOAQUIN COUNTY <br /> Average Average 30-day Daily <br /> Constituents unita Monthly Weekly Median Maximum <br /> Total Suspended Solids mg/1 302 402 -- 502 <br /> lbs/day3 7.5 10 12.5 <br /> Settleable Solids ml/1 0.1 -- - 0.2 <br /> Chlorine Residual mg/1 -- -- -- 0.02 <br /> Total Coliform Organisms MPN/100 ml -- -- 23 500 <br /> Oil & Grease mg/1 10 -- -- 15 <br /> 5-day,20!C biochemical oxygen demand(BOD) <br /> 2 To be ascertained by a 24-how composite <br /> 3 Based upon a design treatment capacity of 0.03 mgd. <br /> 2. Effluent shall not exceed the following limits during the period 1 April through 31 October or <br /> when the dissolved oxygen levels are less than 5.0 mg/1 in Bishop Cut: <br /> Monthly Weekly Monthly Daily <br /> Constituents Units Monthly Average Medi Maximum <br /> BODI mg/1 102 202 302 <br /> lbs/day3 2.5 5 - 7.5 <br /> Total Suspended Solids mg/l 102 202 302 <br /> lbs/day3 2.5 5 7.5 <br /> Settleable Solids ml/1 0.1 -- 0.2 <br /> Chlorine Residual mg/1 -- -- 0.1 <br /> Total Coliform Organisms MPN/100 ml 23 500 <br /> 5-day,201C biochemical oxygen demand(BOD) <br /> Z To be ascertained by a 24-hour composite <br /> 3 Based upon a design treatment capacity of 0.03 mgd. <br /> 3. The arithmetic mean of 20°C BOD (5-day) and total suspended solids in effluent samples <br /> collected over a monthly period shall not exceed one percent of the arithmetic mean of the <br /> values for influent samples collected at approximately the same times during the same period <br /> (85 percent removal). <br /> 4. The discharge shall not have a pH less than 6.5 nor greater 8.5. <br />
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