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II. SOIL SUITABILITY STUDY fFINDINGS <br /> A. S JECT PROPERTY AND SURROUNDING STUDY NFORMATION <br /> SSS§ 1. Surrounding land use to the north is, and has been, in agricultural production for man <br /> decades. To the east, west, and south contains the referenced Larch-Clover are f Tracy. As noted <br /> on the San Joaquin County Parcel Viewer Maps, the current surrounding lan"se i composed <br /> primarily of agricultural production land to the north. The property is zone R-L, Density <br /> Residential. <br /> ( SSS§ 3.1,3.2, 3.3, 3.4,3.5,3.6. 'Applications on microfiche file with the EHD reveal that there <br /> It been 12 permits issued for repairs/replacements/additions to existing systems on Larch Road <br /> exclusively. referenced, this area has always had a significantly high number of repair permits <br /> due to the clayey soil and high groundwater, and may also be due to inadequate systems originally <br /> installed. <br /> The project site has relatively level terrain; consequently, there will be no need to incorporate design <br /> considerations for slopes within the mound system area. Mound systems are Sens' ' loping, <br /> and changes in design must be taken into consideration when natural ground ping is prese It is <br /> imperative that during the preparation of the indigenous soil surface where a mound system is o be <br /> installed, be absolutely level. <br /> B. SOIL PHYSICAL CHARACTERISTICS AND ANALYTICAL TEST RESULTS <br /> The United States Department of Agriculture - Soil Conservation Service(USDA-SCS) indicates the <br /> on-site soils to consist of Capay clay(#118). <br /> SSS§ 5. The surface and subsurface soil investigation and testing began with drilling one 24 inch, <br /> andone 0 inch deep boring near the proposed effluent disposal location using a truck-mounted drill <br /> riga rl cutting samples from the bottom of these two borings were retrieved for chemical analysis, <br /> as well as a sample from the soil surface. <br /> rl\ <br /> NLS§ 1.} 1.2. As the noted on the A&L Laboratory Soil Analysis Reports, chemical analyses of the <br /> three soil les quantify several constituents that influence nitrate loading from this project. The <br /> important parameters for nitrate loading assessment are the organic matter,pH, cation exchange <br /> capacity(CEC), clay content percentage, along with nitrate-nitrogen content of the soil. Total <br /> Kjeldahl Nitrogen(TKN) content was also measured because it reveals the organic and ammonium <br /> fractions of the tested soil samples and provides a baseline for potential future comparisons of soil <br /> samples from under the mound system. <br /> As noted, the organic matter in the surface soils is very high and declines at the 24 inch and 40 inch / <br /> depths. A high surface soil organic matter must be attributable to native vegetation. The TKN <br /> results reveal very high concentrations down to 40 inches in depth. This suggests a medium-to-high <br /> potential for future nitrate-nitrogen loading from indigenous nitrogen soil content. <br /> 3 <br /> Chesney Consulting <br />