Laserfiche WebLink
Soil Suitability 1 Nitrate Loading Study Irerracon <br /> Whitlow Property ■ Stockton, CA <br /> November 20, 2019 ■ Terracon Project No. NA197078 <br /> BOrin Total Depth Depth Interval Soil T Unified Soil <br /> 9 Y�(feet) (feet) Classification <br /> 0 to 2.0 Silty sand, dry,fine to SM <br /> medium, light brown <br /> 2.0 to 5.0 Sandy lean clay, fine CL <br /> grained,moist,dark brown <br /> Silly clayey sand,fine to <br /> 5.0 to 7.0 medium,moist, yellowish sC-SM <br /> B3 25.0 brown,dense to very dense <br /> Sandy clastic silt,fine to <br /> 7 0 to 13.0 medium,molest,stifr, MH <br /> yellowish brown <br /> Silty sand,fine to medium, <br /> 13.0 to 25.0 moist, dense to very dense. SM <br /> yellowish brown <br /> 1.0 Silty Clay, brawn CUML <br /> 5.0 Silty day, brawn CLJML <br /> Bd 16.0 <br /> 10.0 Lean clay, dark brown CL <br /> 15.0 Lean clay,dark brown GL <br /> 1.0 Silty clay, brown CUML <br /> 5.0 Silty day, brown CLIML <br /> E15 18.0 <br /> 10.0 Lean clay, dark brown CL <br /> 15.0 Lean clay, dark brown CL <br /> 1.0 Silty day, brown CUML <br /> B6 7.0 <br /> 7.0 Silty clay, brown CUML <br /> 1.5.4 Discussion of Soil Lithology <br /> The soils encountered within our percolation test borings ranged between clay, silty clay, silty <br /> sand, and lean clay. Generally speaking, coarse-grained soil has a greater potential for <br /> percolation than fine-grained or cemented soil. <br /> Terracon searched the DWR online Well Completion Records for additional information regarding <br /> soil lithology within Township 03 North, Range 07 East, Section 33. The following water supply <br /> wells were identified nearest the site. <br /> Responsive■ Resourceful ■ Reliable 10 <br />