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August 5,2005 <br /> NOA project Number: E05098A. <br /> Was then used to backfill in the annular space_ <br /> Presaturation of the percolation test holes occurred on July 31;2005. The depth of water used to <br /> pre-soak was 12 inches above the bottom of the borings. <br /> ✓6.4 Condition of Borings After Presaturation <br /> After the 24-hour soak period,-the.pre.saturated holes were f6und-to be intact on the day of testing. <br /> Both the deep and the shallow.holes on the subject property v ere found to be dry on the day of <br /> testing- <br /> V16.5 <br /> esting.V6.5 Percolation Test Procedure <br /> for tests were conducted fr the borings on the site on Au st 3, 2005 in accordance with <br /> _ ... g 1� _ <br /> the requirements of the EH-D. A percolation testwith a duration of four hours was performed for <br /> each hole. The last half an hour was observed by Mr. Michael Escotto, Registered Environmental <br /> Health Inspector, 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-I/100th foot:=All tabulated <br /> values on the-field data-sheet (appendix) are in.decim-al feet. After water drop was observed, the <br /> holes 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 Bole. The readings were.taken every 30_minutes.fora period of <br /> four hours. <br /> /6.6 - <br /> Percolation Test-Forms and Results <br /> The completed percolation test forms are included in the appendix of this report. <br /> L� A shallow percolation test is defined by_-the EHD as being between 36 and 42 inches iii 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 m depth;a satisfactory percolation .. <br /> rate for a deep testis 30 min/in.or less. One percolation test must.demonstrate a satisfactory <br /> percolation rate within the proposed septic systerh disposal field-of each parcel to utilize a.standard <br /> septic system. Details of the percolation tests are summarized in Table 4. <br /> 8 <br />