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THE RATE OF PERCOLATION IS SUFFICIENT TO ALLOW THE MINIMUM <br /> DRAINFIELD SIZE, 6000 S.F. , TO BE INSTALLED AT ALL SITES. (REFER <br /> TO MANUAL OF SEPTIC TANK PRACTICE, U.S.DEPT OF HEALTH, EDUCATION <br /> AND WELFARE PUBLIC HEALTH SERVICE PUBLICATIOP # 526) <br /> DUE TO THE VARYING DEPTH TO A HARD PAN LAYER A SEPTIC PIT AT <br /> THE END OF EACH LEACH LINE IS RECOMMENDED TO PROVIDE ADDITIONAL <br /> PERCOLATION. <br /> ?. CONCLUSIONS <br /> RESULTIS OF THE SEPTAGE TESTS PERFORMED AS WELL AS THE <br /> HISTORICAL PERFORMANCE OF OTHER INSTALLATIONS IN THE IMMEDIATE <br /> VICINITY EVIDENC.E THE FACT THAT THE SITE IS CAPABLE BLE OF SUPPORT OF <br /> RESIDENTIAL AND INSTITUTIONAL USES AS CURRENTLY EXIST OR ARE <br /> PLANNED BY THE CURRENT AND FUTURE OWNERS OF THE PARCELS SHOWN ON <br /> TENTATIVE MAP M. S. 96-11. <br /> RESIDENCES AND INSTITUTIONAL SEPTIC TANK OPERATIONS <br /> INSTALLED TO SAN JOAQUIN COUNTY ENVIRONMENTAL HEALTH <br /> SPECIFICATIONS IN THIS LOCATION, POSE NO DIRECT OR INDIRECT <br /> THREAT TO THE GROUNDWATER SUPPLY DUE TO ITS DEPTH AND THE <br /> INTERVENING SUBSTRATIFICATION OF DEPOSED SOILS. <br /> 8. LIMITATION OF L_IABILIT`,' <br /> THE CONCLUSIONS OF THIS STUDY ARE CONTINGENT ON EXISTING <br /> CONDITIONS AS OF THE PERIOD OF TIME AND PRECISE LOCATION DURING <br /> AND UPON WHICH THE TESTING AND STUDIES WERE PERFORMED. <br /> THE OPINIONS, FINDINGS AND CONCLUSIONS STATED HEREIN ARE <br /> LIKEWISE CONTINGENT IN THEIR APPLICATION AND NOT APPLICABLE TO <br /> OTHER LOCATIONS OR SUCH CONDITIONS AS MAY ARISE WITH THE PASSAGE <br /> OF TIME. <br /> THE OPINIONS, FINDINGS AND CONCLUSIONS STATED HEREIN CONTAIN <br /> NO WARRANTY OR GUARANTEE, IMPLIED OR EXPRESSED, TO APPLICABILITY, <br /> COMPLETENESS, ERROR OR OMISSION. <br /> RESPECTFULLY SUBMI TTF?', <br /> RONALD P. WE_.DJM <br /> ?116 €MORD AVENUE <br /> STOCKTON, CA 9515 <br /> BY: <br /> - ' <br /> RONALD P. WELDUM, REGISTERED CIVIL ENGINEER RCE 16835 <br /> PR p�/ <br /> Q <br /> % <br /> N� �t <br /> �FC'LIFOR�\t <br />