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6. <br /> L November 21,2006 <br /> NOA Project Number: E06044B <br /> L bottom of the open soil boring, then the PVC pipe was installed on top of the gravel. "Pea gravel' / <br /> was then used to backfill in the annular space. <br /> LPresaturation of the percolation test holes occurred 24 hours before the percolation testes were <br /> performed.The depth of water used to pre-soak was 12 inches above the bottom of the boring. <br /> L 6.4 Condition of Borings After Presaturation <br /> After the 24-hour soak period,the four presaturated holes were found to b(Ilnta t al d)ryn the <br /> days of testing. <br /> Ir. <br /> 6.5 Percolation Test Procedure <br /> L Percolation tests were conducted on the site on October 26 ,2006 in accord th the- <br /> requirements of the EHD. A percolation test with a duration off6&hours were performed for <br /> each hole. The last half an hour of each test was observed by Ted Tasiopoulos;Registered <br /> Environmental Health Specialist, EHD. <br /> Measurement of the water level during the percolation test was from a fixed reference point on the <br /> PVC casing using an electric well sounder with an depth accuracy of 1/100th foot. All tabulated <br /> values on the field data sheet (appendix) are in decimal feet. After water drop was observed, the <br /> Lholes were checked for refill. The refill level was approximately 0.5 ft (6 inches) of water above the <br /> bottom level of the percolation test hole. The readings were taken every 30 minutes for a period of <br /> four hours. <br /> } <br /> 6.6 Percolation Test Forms and Results <br /> The completed percolation test form is included in the appendix of this report. i <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in depth; a <br /> satisfactory percolation rate for a shallow test is less than or equal to 60 minutes per inch drop. A <br /> deep percolation test is defined as being between 3.5 and 25 feet in depth;a satisfactory percolation <br /> rate for a deep test is 30 min/in or less. One percolation test must demonstrate a satisfactory <br /> percolation rate within the proposed septic system disposal field of each parcel to utilize a standard <br /> L septic system. Details of the percolation tests are summarized in Table 4. <br /> L <br /> L <br /> 7 <br /> L '044 <br />