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• An electronic well sounder with a depth accuracy of 1/100th foot was utilized for the <br /> water level measurements. The water level was measured against a fixed reference <br /> point on the well casing. Measurements were recorded on the data sheet in decimal <br /> feet. When necessary after measuring the water level, the holes were refilled with water <br /> to a level of six inches or more above the bottom of the hole. <br /> Percolation Test Results <br /> The completed percolation test forms are included in Appendix 3 of this report. The <br /> forms were signed by Ms. Kaur and indicate the percolation rate for each hole based on <br /> the final water drop observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow <br /> percolation test hole has a depth between 36 and 42 inches; a satisfactory percolation <br /> rate for a shallow test is greater than 1 minute per inch (min/in) drop but less than or <br /> equal to 60 min/in drop. For the Site to utilize a standard septic system, one percolation <br /> test must demonstrate a satisfactory percolation rate within the proposed septic system <br /> disposal field. <br /> Details and results of the percolation tests are summarized in the following table. <br /> Table 2. Percolation Test Summary <br /> • Test No., Percolation Percolation Test Duration Comments <br /> Date Tested Test Rate (see notes) <br /> Depth (ft.) (minutes/inch) <br /> P1-S Satisfactory <br /> 11-20-18 3.26 22.7 4 hr. <br /> Shallow Test perc. rate <br /> P2-S Satisfactory <br /> 11-20-18 3.30 2.8 4 hr. 2 <br /> Shallow Test perc. rate <br /> P3-S Satisfactory <br /> 11-20-18 3.33 4.0 4 hr. 2 <br /> Shallow Test perc. rate <br /> Note: A satisfactory percolation rate for a "shallow"test is greater than 1 min/in but less than or equal to 60 minutes <br /> per inch. <br /> 1 Requires 8' separation between bottom of dispersal system and ground water, or mitigation by system <br /> design or enhancement. <br /> 2 Requires 20' separation between bottom of dispersal system and ground water, or mitigation by system <br /> design or enhancement. <br /> • <br /> LOGE 1845 Page 7 <br />