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The Stockton sewerage survey produced in 1964-65 shows sewer service at the proposed subdivision site by the year 2000. The Stockton City Public Works Department, however, says that the Brown and Caldwell Report has been greatly affected by economic changes, growth estimate revisions and shifts in the General Plan. Therefore, although sewers may reach the project site at some future date, it is presently beyond con- templation of the Public Works Department. The County Department of Public Works shows a drainage line proposed for Cherokee Road east of Cherryland to Overhiser Road and there is a 27" line proposed south on Cherryland all along the subject property (see map below). Terminal drainage whould be in the Calaveras River, about 1 mile to the north in line with Cherryland Avenue. Actual construction depends on sufficient development funds in the planned unit 9I Drainage Trust, until such funds are available in the indeterminate future. Therefore, interim drainage must be supplied by each individual developer. Each development's drainage system should be constructed to fit into the ultimate area drainage plans, as shown on unit 9I of Master Storm Drainage Map, January 1973, prepared for the San Joaquin County Department of Public Works. The County Department of Public Works will approve the installation of water mains if they conform to engineer- ing requirements. The Master Water Plan for Stockton - East Water District, prepared by Stoddard and Associates Civil Engineers, Los Banos, points out the problems with continued ground water overdraft. It is likely that total dissolved solids will require homeowners to install water softening devices. Stockton -East Water District does not intend to install underground mains east of the diverting canal. The master plan does not contemplate mains either, yet they will be required to supply surface water if the overdraft problem is to be solved. Therefore, the wells supply- ing this subdivision should be considered as an interim solution on a long-term basis. As such, the water mains in this subdivision should be adequate to allow connection to a main in Cherokee or Cherryland Avenue when such a main becomes a reality. There are no specific plans for Cherryland Avenue or Cherokee Road. It is reasonable to assume that heavy duty trucks will contribute significantly to traffic on Cherokee Road in the vicinity of Highway 99. The site as proposed interferes with no flight path or navigation channels, whether presently or proposed for the future. -18-