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t , <br /> Sacramento <br /> January 13, 1988 <br /> 2526-88-00 <br /> Mr. Mike Quartaroli <br /> Quartaroli and Associates <br /> 160 Northgate Drive <br /> Manteca, CA 95336 <br /> SUBJECT: FREWERT ROAD RV PARK WASTEWATER TREATMENT AND DISPOSAL <br /> Dear Mike: <br /> We have made a preliminary assessment of the land area required for wastewater <br /> treatment and disposal at the proposed Frewert Road RV Park assuming that a <br /> package treatment plant with a disposal pond or rapid infiltration system will <br /> be used. It may be possible to use rapid infiltration instead of ponds for <br /> disposal if sandy soils are present . Rapid infiltration would require less <br /> land area than a pond system. However, until good soils data is available, we <br /> will base our land requirements on a pond system in order to be conservative. <br /> The following is a summary of our findings. <br /> A. ESTIMATED WASTEWATER FLOW RATES <br /> Based on the anticipated development plan, our wastewater flow estimates are <br /> as follows. <br /> G Peak hour flow rate 70,000 gpd <br /> Maximum day flow rate 17,500 gpd <br /> Annual average flow rate 10,500 gpd <br /> G Annual volume of wastewater 11.8 ac-ft <br /> 1 Estimates of maximum day flow rates are based on 100% occupancy of 166 RV <br /> I spaces. It is assumed that restroom and shower facilities, an office and <br /> maintenance building, and a laundry with five washing machines are sited at <br /> the park. The laundry accounts for about 17% of the maximum day flow. No <br /> food service facilities were included in the estimates. <br /> NOLTE and ASSOCIATES <br /> Engineers / Planners / Surveyors <br /> 1730 1 Street, Sacramento, CA 95814 Tel: (916) 446 5020 FAX No. (916) 446-0118 <br />