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LOGE 2117: Snider Percolation Test <br />April 16, 2020 <br />Page 3 <br />The soils on the Site have demonstrated a satisfactory percolation rate for the use of standard <br />septic systems in accordance with the requirements of the San Joaquin County Environmental <br />Health Department. This percolation test is considered representative of soils within an <br />approximate 100 -foot radius of the test location. <br />Because of the percolation rate between 5.0 and 30.0 min/in encountered in the deep test <br />hole, the San Joaquin County Environmental Health Department will require an 8 -foot <br />separation from the bottom of the dispersal system to ground water. Ground water is <br />anticipated to be encountered over 100 feet below ground surface at the Site; consequently, <br />no modifications to standard septic systems should be required. <br />Discussion of Septic System Sizing <br />Septic system construction utilizing leach lines and seepage pits should follow the San Joaquin <br />County On -Site Wastewater Treatment Systems Standards (2017) where applicable. The new <br />septic system will require a permit from the San Joaquin County Environmental Health <br />Department. <br />We are pleased to be of service on this project. Please feel free to contact us should you have <br />any questions. <br />Sincerely, <br />Live Oak GeoEnvironmental, Inc. <br />_A/ <br />Abigail acco, Project Manager <br />gah-, <br />David Welch, Engineering Geologist <br />CEG -2151, CHG-653, PGP -1049 <br />Attachments: Plate 1: Vicinity Map <br />Plate 2: Site Map <br />Percolation Test Permit <br />Percolation Test Form <br />Q DAVID J.VJFLCH ��11 t <br />N0.2151 CERTIFIED MED f'TENGINEERING �,EOSyG <br />GEOLOGITEOF ���t OF CPL <br />