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01 October 2019 AdvancedGeo <br /> AGE Project No. 19-4850 Environmental <br /> Page 9 of 14 <br /> 2.0 millimhos per centimeter (mmhos/cm). Clays and loams in Jacktone-Urban complex <br /> typically have the same chemical properties between surface grade and 60 inches bsg. <br /> 7.2. MASS TRANSPORT PROPERTIES OF UNDERLYING SITE SOILS <br /> The percolation test and dominant soil type at the site indicates that the soils are semi- <br /> permeable and have low water storage. These soils will allow low to moderate infiltration <br /> of water through the surface soils. The longer the effluent remains near the surface, the <br /> more treatment is enhanced due to natural processes within the soil. If the permeable <br /> soils exist to the depth of the groundwater table, it is possible that surface contaminants <br /> may be transported fairly rapidly. <br /> 8.0. GROUNDWATER ANALYSIS <br /> The subject property is supplied with potable water by the California Water Service <br /> Company. The water supply was not sampled as part of this study. <br /> 8.1 . DESCRIPTION OF LOCAL GROUNDWATER <br /> According to the San Joaquin County Flood Control and Water Conservation District's <br /> Lines of Equal Depth to Groundwater Fall 2018, depth to groundwater at the site is <br /> approximately 35 to 40 feet bsg. Groundwater flow direction locally appears to be toward <br /> the north-northeast to the east. Groundwater was not encountered in the 42-inch deep <br /> percolation test hole on 17 September 2019. <br /> 8.2. EXISTING OR POTENTIAL GROUNDWATER CONTAMINATION <br /> The immediately adjacent and outlying land use from the parcel is miscellaneous, <br /> commercial and residential. Potential groundwater contamination can occur from several <br /> sources including leaking underground storage tanks, septic systems, agricultural <br /> activities, dairies, and stormwater infiltration. <br /> A review of the DTSC EnviroStor Database and the Geotracker Web site revealed eleven <br /> (11) LUST sites within a 0.5-mile of the subject property. However, ten (10) of the LUST <br /> sites have been closed for over ten years. The one open LUST (Nutrien AG Solutions- <br /> CPS) is located at 1905 North Broadway Avenue, approximately 2,200 feet north and <br /> down-gradient of the subject property. Based on the status of the LUSTs and their <br /> distance and direction from the subject property, the LUSTs should not impact the subject <br /> property. The review did not reveal any other sites of environmental concern within a half- <br /> mile radius of the site. <br />