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Environmental Health - Public
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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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Paradise Point Marina -3- • 27 April 2000 <br /> Inspection Report <br /> My inspection of the facility found several non-permit issues that should be addressed: (1) Access to <br /> the influent sampling location ig difficult and dangerous to the person collecting the sample. The <br /> location where the influent sample is collected requires the sampler to scale a ladder, traverse the top of <br /> the aeration chamber and collect the sample on an uneven surface. The top of the aeration chamber is <br /> approximately 9 to 10 feet above the slab floor. (2) Liquid chlorine is stored in 50-gallon drums within <br /> the enclosed building. There is presently no secondary containment of the liquid chlorine containers. <br /> t ) <br /> Photo from on top of Aeration Chamber looking into Pressure sand filters. Liquid chlorine refill container is <br /> manway where influent sample is currently collected. pictured behind furthest filter. There is no secondary <br /> containment for chlorine storage. <br /> INSPECTION OF RECEIVING WATERS: <br /> I visited the discharge outfall, the receiving ditches, and the receiving waters as part of the inspection. <br /> As previously mentioned, the plant outfall is to an unnamed, unlined agricultural tailwater drainage <br /> ditch. This ditch drains towards a larger unnamed, unlined drainage ditch located roughly 2000 feet to <br /> the north. A pumping station pumps accumulated water from this larger ditch over a levee and into <br /> Bishop Cut. At the time of the inspection, I did not observed any water to be emptying from the <br /> smaller drainage ditch into the larger drainage ditch,nor did I observe the pumping station to be in <br /> operation. There are no agricultural intakes noted within the small drainage ditch or within the vicinity <br /> of the pumping station on the large ditch. <br /> According to Mr. Lorimer, the current receiving water sampling locations are within Bishop Cut <br /> located 500 feet north (RI) and 500 feet south (R2) of where the pumping station discharges into <br /> Bishop Cut. Flow within Bishop Cut appeared to be from south to north. Under this flow condition, <br /> receiving water sample location RI is downstream and R2 is upstream of the discharge point. <br /> Mr. Lorimer collects bioassay samples and residual chlorine samples within the small drainage ditch <br /> approximately 75 feet downstream of where the effluent outfall is located. Mr. Lorimer indicated that <br /> this sample location was chosen because the chlorine residual at the outfall would be toxic to fish. All <br /> other effluent samples are collected immediately following the sand filters. <br />
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