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April 13, 2000 <br /> Job Number: LG00-114;)' <br /> ' Page 5- <br /> loam. <br /> loam. The next 9 inches is.a.claypan of brown clay. The,lower part to a depth of 60 inches is a . <br /> brown:and-lighf brow9 induratedhardpan: In,some areas'the surface Jaye"r is a fine sandy loam:or , <br /> sand loam. Permeability is very slow.and the shrink-swell otential is hi Runoff is onded in• <br /> -� Y tY rY P g p. <br /> small.pools, is very slow or porided in level areas, and is slow on the convex slopes. The hazard of <br /> water.erosion is'slight."3.. The following is an excerpt of the engineering properties for the <br /> following-soil. _ f <br /> Table of Selected Sod Properties of the Sanjioaquin-Urban.land Complex 3 <br /> Soil Name and' Deptb.(W) Unified Soil Salinity soil Septic tank. <br /> Map Symbol .1 Class cation m' In Reaction absorption 1 <br />��,-- pH fields _ <br /> San Joaquin 0712:Loam CL-N4L,ML _<2 5.6-6:5 " Severe: <br /> _ loam,0 to 2. 12-26: Sandy clay loam, -52 6.1-7.3 cemented pan, f <br /> percent slopes.. fine sandy,loam SC': = peres'slowly. <br /> 240 26-35'. Clay loam, clay CL <.2 6.1-.7.8' <br />�+ 35-66: lnduratcd. -- -- <br /> ' Note:_ The table descriptions do,not necessarily reflect site-specific soil properties. <br /> ~ Examination of a water well drilling-log located at 12159 E. Brandt Road (enclosed in the <br /> permit.section located in the'appendix) indicates generally alternating layers,of sandy clay and <br /> sand,with occasional gravel layers to a total well depth of.280 feet. The sandy clay layers (if <br /> continuous)would act as confining layer restricting the vertical mixing of ground water located' <br /> within the more permeable layers composed of sand and gravel. This in not uncommon for _ <br /> sediments located'rn the Sacramento'San' <br /> Joaquin Valley especially near large river.drainages. <br /> Three soil:borings were drilled by Neil 0.�Anderson& Associates, Inc. to characterize the � <br /> subsurface and locate,,a surtable'site for the proposed septic field. Boring'B-1 was somewhat <br /> different in composition when compared.to borings B-'2 and B-3.. Boring B-1 was composed of a { <br /> sandy clay, clayey sand, sandy clay a.hd clay with sand to'a maximum depth of 15 feet (Plate 8):. A l <br /> zone between 10.5 and 11 was found to be moist. Na hardpan layer was,found to exist at B-1.'' <br />�l` .. ," 1, . .. .' - - . • � <br /> 3 USDA Soil Conservation Service,Soil Survey of San Joaquin County, California, Sheet 7. <br />