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Pre-Application Meeting Summary-06-08-2020-V1Update Sep2019 (Orig. May1999) LAKEHAVEN WATER AND DISTRICT TRASH & RECYCLING ENCLOSURE AREA DRAIN SEWER DESIGN & OPERATION STANDARDS 1. The business operator shall be required to obtain the following from Lakehaven, prior to connection to the sanitary sewer system & commencement of this type of discharge: · Lakehaven Sewer Service Connection Permit (SSCP). All plans for this type of connection and discharge shall be submitted to, and approved by, Lakehaven as part of the SSCP process. · Authorization Letter issued by Lakehaven; certain businesses will be required to execute a Discharge Agreement with Lakehaven. 2. The enclosure area shall be ‘designed’ as a spill containment pad. The pad shall be sized and graded to prevent runoff of liquids to the storm water system and the run-on of storm water from the surrounding area. 3. The enclosure area shall be covered to prevent the direct entry of precipitation onto the enclosure area. Precipitation runoff from the roof or canopy of the island shall not be discharged to the sanitary sewer. 4. Liquids washed, spilled, dripped, or blown onto the wash pad shall be kept to a minimum; and shall be collected in either trench drains or catch basins. Wastewater generated from the enclosure area shall be drained to an interceptor for sufficient removal of non-petroleum sediment and fats, oils, and greases (FOG), or a separator for sufficient removal of petroleum oils, whichever is most applicable, for treatment to comply Lakehaven discharge limits, prior to discharge to the sanitary sewer system. 5. A vapor barrier of sufficient type (e.g., P-Trap) shall be installed on the enclosure drain piping connected to the sewer system. 6. An Accidental Spill Prevention Plan (ASPP) shall be developed by the business operator. The ASPP shall include, but not be limited to, a copy of the Authorization Letter or Discharge Agreement required, a site map indicating the interceptor location, emergency phone numbers, spill response procedures, and the location of any spill cleanup materials. The operation shall have a designated responsible person available either on site or on call at all times during business operations/activities. Employees of the business shall be properly trained and familiar with the ASPP and spill cleanup procedures and shall review the ASPP and such procedures at least annually. ) "PACIFIC HWY SS 356TH ST S 3 5 6 T H S T8" DI8 " D I 10" PVC10" PVC10" PVC10" DI2921049090 35454 2921049006 3580 2921049106 35620 2921049075 35700 2921049052 35620 2921049099 35600 2921049127 35505 2921049039 955 2921049039 955 8" DI 8" DI8" DI8" DI 8" DI8" DI8" DI8" DI 8"DI8 "D I8" DI8" DI8" AC 8" DI8" CI 8" D I 8" DI8" DI8" DI0 200100 Feet NOTE: Lakehaven Water and Sewer District neither warrants nor guarantees the accuracy of any facility information provided. Facility locations and conditions are subject to field verification. Visconsi Development 19-104958-PC p10/24/2019 BIA Ex. Hydrant Ex. SwrSvc SSCP 15456Ex. WtrSvc 3588 1" Meter