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l D�TRO( �l ualityControl InspectIoon C. a 'QCT MAIN OFFICE 7a ? D 1295 NORTH EMERALD,BLDG.0•MODESTO,CALIFORNIA 95351 •PHONE:(209)527-4940 BRANCHES STOCKTON(209)488-8378 MERCED(209)723-2425 DATE: May 3, 1999 QCI#: E-99-825 CLIENT: Mr. and Mrs. Paul Nannizzi 12953 Tokay Colony Road Lodi, CA 95240 PROJECT: 12953 Tokay Colony Road - Lodi, CA SUBJECT: Soil Suitability Study APPLICATION NUMBER: (Has not been issued as of this date.) [11 EXECUTIVE SUMMARY This Soil Suitability Study presents the results of our investigation concerning the soil strata and groundwater under the above-referenced subject property. The property is located on the north side of Tokay Colony Road at 12953. Our study was done to determine if the site is acceptable for septic systems which will function properly and pose no adverse environmental impact to surface waters or to the underlying groundwater. This report is in compliance with the requirements of Development Title Section 9-1105.2 Item (d) of the San Joaquin County Ordinance Codes. [21 SUBJECT SITE AND STUDY AREA BACKGROUND INFORMATION The attached site map illustrates the orientation of the two proposed Parcels. It is anticipated to sell the east lot (Parcel 2) after the split is completed. The topography of the area is flat; therefore, septic system design for slopes will not have to taken into consideration. The subject property is located 5 miles southeast of the town of Lodi. The study area consists of predominately agricultural production land as vineyards and orchards. Surrounding structures consist of very low density single family housing, ranches and ranchettes. Current zoning of the property is AG-40. A review of Application Permits on file with the San Joaquin County Environmental Health Department indicates there have been 12 Applications for Repairs/Additions in the regional study area which includes the general locale of Tokay Colony Road. These applications for system modifications to existing septic systems were for additional drainage (leachlines) and seepage pits. This can be considered a very high number of permits in comparison to the low density housing and indicates the shallow soils in the area are not conducive to acceptable management of sewage effluent. This is primarily attributed to the severe hardpan and heavy clay soils. 1 Our reports and letters are submitted as the confidential property of our clients for their exclusive use.Any publication or reproduction of statements,conclusions or extracts from or regarding our reports or letters is reserved,contingent upon the written authorization of Quality Control Inspection,Inc.