Laserfiche WebLink
Soil Suitability Study MS-98-37 Parcel Nos . 1 , 2 , 3 , 4 , & 5 <br /> Percolation Test Hole Nos . DP1A, DP3B, DP4B and DPSA were drilled <br /> on December 29 , 1998 . <br /> The University Of California publication entitled "Soils Of <br /> San Joaquin County, California" by Walter W. Weir , dated June 1952 , <br /> refers to the soil in this general area as "Ramona Sandy Loam, <br /> shallow" , reddish-brown in color , with good surface and imperfect <br /> subsurface drainage on a slope nearly level ( less than 2 %) , a <br /> Storie Index of 20 , and poor agricultural soil . <br /> The Soil Survey of San Joaquin County, California, United <br /> States Department Of Agriculture Soil Conservation Service , issued <br /> October 1992 shows a narrow strip of land at the northern extremity <br /> to be "Yellowlark Gravely Loam" on a zero to two ( 2) percent slope <br /> and the remainder or majority of the soil to be "Montpellior-Cometa <br /> Complex" on five ( 5 ) to eight ( 8) percent slope . Both soils are <br /> listed as brown in color . The Plasticity Index of the two soils <br /> varies from 5 to 15 . Adaptability as a building site development <br /> for the two soils is listed as moderate with shrink swell , and <br /> either lawns and landscaping as slight or cemented pan. <br /> Adaptability to septic systems for the two soils is listed as <br /> severe , percolates slowly, and wetness . The soil character for the <br /> major portion of five parcels totaling 320 acres at various depths <br /> is listed in the above two ( 2 ) references as follows : <br /> Soil Name Depth Soil Character <br /> ( inches ) <br /> Montpellior-Cometa Complex 0-8 Gravely Loam <br /> 8-39 Gravely Loam & Gravel clay <br /> loam <br /> 39-47 Very gravely Loam or very <br /> gravely clay loam <br /> 47-54 Gravely clay, Clay <br /> 54-59 Gravely clay Loam, Clay Loam <br /> 59-62 Cemented or hard <br /> No water was encountered in excavating any of the percolation <br /> test holes to a maximum depth of 25 ' 00" . The San Joaquin County <br /> Flood Control And Water Conservation iviap entitled "Lines of Equal <br /> Depth To Water Wells" dated Spring 1997 shows the water to be in <br /> excess of one hundred eighty feet ( 180) feet below the ground <br /> surface . <br /> Percolation Tests : Five ( 5) shallow Percolation Test Holes , Nos . <br /> SP2A, SP213, SP3A, SP313 , and SP4A were excavated to depths of 36" <br /> and each was tested over a short one and one-half hour long period <br /> in lieu of the standard four hour period and even in this shortened <br /> time period, each of the test holes failed to meet the San Joaquin <br /> County percolation rate of no greater than 60 minutes per inch. <br /> Test Hole Nos . SP2A and SP2B are situate in Parcel 2 . Test Hole <br /> Nos . SP3A and SP3B are situate in Parcel 3 and Test Hole No . SP4A <br /> is situate in parcel 4 . The specific location of all these shallow <br /> R.E. Rose/Bear Creek Vineyards Inc . , 16750 & 16751 Clements Rd. 4 <br />