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The sidewalls of the shallow boring were scored with a pry-bar and the loose material removed. <br /> Two inches of fine gravel was placed at the bottom and a three-inch perforated PVC pipe was <br /> inserted into both test borings. The borings were then pre-saturated with 18 inches of clear water. <br /> (§6.4�On January 22, 2015, 0800 hrs, percolation testing commenced. There was no standing <br /> water after the 24-hour soak period in the perc test borings due to the sandy-silty type soil, as <br /> illustrated in Table 1 below. Consequently, EHD Perc Test Procedure#2 was conducted for both <br /> test borings. <br /> The last half hour of the test was witnessed by Ted Tasiopoulos, R.E.H.S. of the San Joaquin <br /> County Environmental Health Department. The maximum acceptable perc rate is 60 min/in for the <br /> shallow depth perc test borings. Therefore, the perc tests passed by a factor of 6. <br /> (§ 5.4 and 6.8) The following Table illustrates the proposed Parcel number, septic system <br /> structure to be installed based on the depth of the passing perc rate, proposed acreage, post soak <br /> period status and perc test results for the respective perc test. <br /> TABLE 1 <br /> PERCOLATION TEST RESULTS AND RELATED DATA <br /> PROPOSED PARCFI. PROPOSED PERC TEST DEPTHS POST SOAK PERC TEST <br /> POTENTIAL SEP]1( ACREAGE PERIOD RESULTS <br /> SYSTEM STRUM R I. <br /> STATUS <br /> Parcel A 2.0±Acres 42 INCHES No Standing 10. In%in <br /> 100 Foot Leachlines Per Water in Hole ASS, <br /> Bedroom. <br /> Parcel B 42.2 f Acres 42 INCHES No Standing A min i <br /> 100 Foot Leachlines Per Water in Hole I <br /> PASSING <br /> Bedroom. <br /> (§ 4.0) LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> (§ 4.1) The 2014 Lines of Equal Depth Map published by the San Joaquin County Flood Control <br /> illustrates groundwater depths throughout the County. The map shows the groundwater depth in <br /> the subject property area to be approximately 15 ft below grade. The 2014 Lines of Equal <br /> Elevation Map illustrates the groundwater directional flow in a northeasterly direction toward the <br /> San Joaquin River. The property is in Flood Zone C and not subject to 100-year flooding. <br /> (§ 4.3, 4.4,4.5,4.6) As noted there no)esubjsite well on the property. It is against EHD policy to <br /> sample nearby wells not associated wi tect property for testing purposes. <br /> (§ 4.2) Considering the area has been intensely farmed for the past several decades, it may be <br /> possible for there to be elevated nitrate concentrations in the underlying aquifers. <br /> Page-3- <br />