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pgU,iN Planning Department Q.� qoG ' STAFF REMRT meeting of PSC 9-16-76 ITEM NO. RECLASSIFICATION PETITION NO. Z -77 - to reclassify 16.3 acres from C-2 (Community Commercial), R-4 (Residential) and RA -30 (Residential) to RR -65 (Rural Residential), on the east side of Highway 99 Frontage Road, 1000' south of Morada Lane, northeast of Stockton. PROPOSAL - To rezone 16.3 acres from C-2, R-4 and RA -30 to RR -65 (Rural Residential) to permit a rural residential subdivision and a planned unit development. - The proposed development would consist of 11 residential lots of from 1.25 to 1.37 acres and Lot "A" for a drainage pond. A proposed 50' public road "Greenwood Lane" ending in a "cul-de-sac" provides access to 8 of the parcels, while an existing private right-of-way "Lloyd Lane" provides access to 3 lots. Storm drainage is to be provided by a drainage pond on Lot "A". Water supply will be by individual private well and liquid waste disposal will be by septic tank. LAND USE - Property Size - The parcel contains 16.3 acres. - Land Use - The general area is residential with most lots 1 acre in size or greater. Land uses on the subject parcel include a walnut orchard and a shed which is to be demolished. Residences and a few vacant lots surround the property. The East Bay Municipal Utilities District aqueduct is 200' to the southwest. "Lloyd Lane" crosses this aqueduct. - Zoning - The eastern part of the property is zoned RA -30 (Residential Agriculture). The highway frontage area is strip zoned C-2 (a 400' wide strip) with R-4 (a 200' wide strip) to the east. - Physical Conditions - The Morada Area is a flat plain with a slight slope to the southwest. The predominant soil is Stockton Adobe Clay, a heavy impervious clay, this soil has drainage problems in both surface and subsurface. This soil is best suited to vegetables and field crops. This impervious soil has caused problems with local drainage and sewage disposal by septic tank. According to the U.S. Army Corps of Engineers, flood plain information northeast stream group, Stockton, California, the extreme southwest corner of this property would be subject to sheet flow during an intermediate regional (100 year) flood.