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C, uou PUMP CONTOL EXISTING WITH EXI; ELECTRICAL IN EXISTING CONDUIT EQUIPMENT LIST 12p.1@PU 3 EA. iASC 200000 USPILTEER A- 3:1 EA: MP ELFIN"KF ! 9 EA. 3UGAL PORTABLE- I Fig. 1 Pump Capacity A submersible pump would be required to pump 12 line. A one h.p. submersible turbine pump will be project. ND TERS CONNECTED IN SERIES DRIVEWAY ELECTRICAL TO PUMP FLOAT S MH PMENT VAULT WATCHING at a total head of 150 feet with a 1" discharge ;fent for all the pumping requirements of this Clean Water Disposal Removal and transportation for the disposal of the treated water will be by truck to the industrial sewer of the City of Lodi. The industrial sewer is the only dis sal allowed by the City. Mr. Fran Forkas, City of Lodi Water Superintendent, has approved this method of disposal. Mr. Forkas proposed two methods for transport of the clean filtered water to the industrial sewer line that lies on the south side of Kettleman Lane. The first method would require the un erground jacking of a discharge line from the property to a manhole on the southwest corner of the int rsection of Kettleman and Lower Sacramento Road. The second method would be by trucking the cleat filtered water to the White Slough Treatment Plant or an existing connection to the industrial sewer 1' ie. He discouraged any attempt to apply for a NPDES permit to discharge -into the City storm -drains stem. The discharge pipe jacking to the manhole option woL discharge line. Trucking to the White Slough Treat, operation. A complete removal of the ground water in would require +1-- 29 days- of pump- and treat -filter o $11,600 in trucking and $2,000 in Baker Tank rental is the most economical, if the cleanup can be compl+ K3 require upwards of $25, 000 just to install the nt Plant would cost about $400 per day of eleven foot thick aquifer for a 70 foot radius ration ( 507,000 gal ). This would amount to r a total of $13,600 dollars. Disposal by truck d in less than 58 days. The author estimates