Laserfiche WebLink
f t <br /> R.W. SIEGFRIED & ASSOCIATES <br /> CONSULTING CIVIL ENGINEERS <br /> ROBERT W.SIEGFRIED SUBDIVISIONS <br /> ARNOLD R.SCHAMBER MUNICIPAL <br /> JAMES F.YOST <br /> IMPROVEMENTS <br /> WAYNE M.WEST January 15, 1991 STRUCTURES <br /> ROBERT G.CELUM BUILDING DESIGN <br /> LEX A.CORRALES SURVEYS <br /> LYNN M.SUTTON <br /> STEPHEN R.THUMLERT REPLY TO: <br /> ALAN E.LINDE G STOCKTON <br /> San Joaquin County ❑TRACY <br /> Public Health Services <br /> Post Office Box 2009 <br /> Stockton, California 95201 <br /> Attention: Mr. Jim Miller <br /> Gentlemen: <br /> Subject: Minor Subdivision Application No. MS-90-133 <br /> Soil Suitability Study"`/ /^;7.7-91174 ' <br /> The property covered by the subject Application comprises <br /> approximately 136. 5 acres at 9494 South Murphy Road. The site is <br /> located within the Northwest 1/4 of Section 4 , Township 1 South, <br /> Range 8 East, Mount Diablo Base and Meridian. This property and <br /> the surrounding area is zoned AG-40 (Agricultural) . The <br /> topography of this location is very flat with a gradient of <br /> approximately 0. 0006, sloping east to west. There are no <br /> waterways or drainage channels crossing the property. The <br /> topographic soils map prepared by the University of California, <br /> Berkeley indicates the site is largely covered by Stockton clay <br /> (adobe) soils with smaller areas being covered by Landlow clay <br /> (adobe) soils. For several years, the subject property has been <br /> planted to vineyards. Prior to that time, the land was used for <br /> the cultivation of row crops or pasture. <br /> On January 12 , 1990, measurements were taken by Pacific Gas <br /> and Electric Company which revealed the standing water level of <br /> an irrigation well within the subject site to be at a depth of <br /> 102 feet. This relates to a groundwater elevation of <br /> approximately -36 feet. <br /> Attached is a copy of a percolation test performed on <br /> December 5, 1990 by R. W. SIEGFRIED & ASSOCIATES, Consulting <br /> Civil Engineers. This test hole reveals that the surface soils <br /> are underlain by clay (adobe) soils at a depth of approximately <br /> three (31 ) feet. The observed percolation rate was 35 .7 minutes <br /> per inch. Within a radius of 1/4 mile of the subject property, <br /> there are three (3) existing residences. There is no history of <br /> septic system failures in this area. It is the opinion of the <br /> undersigned that the soil conditions are suitable for the purpose <br /> of the subject application, which is to create three (3) 45. 5 <br /> acre agricultural parcels which will be served by private septic <br /> tank systems. <br /> C:I SMHILT6657-4.RCC <br /> MAIN OFFICE 4045 CORONADO AVENUE STOCKTON,CALIFORNIA 952042396 Telephone(209)9432021 FAX Telephone(209)942-0214 <br /> TRACY BRANCH OFFICE 3120 TRACY BOULEVARD,SUITE D TRACY,CALIFORNIA 95376.1719 Telephone(209)835-5300 <br />