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February,15, 2006 <br /> NOA Project Number: E06006A <br /> A 1.5-inch diameter PVC pipe with perforations on the bottom was used to measure the drop of <br /> water in the percolation test boring. Approximately 2 inches of"pea gravel" were placed in the <br /> -bottom of the open soil boring; then the PVC pipe was installed on top of the gravel: "Pea gravel" <br /> was backfilled in the annular space. <br /> Presaturation of the percolation test-hole occurred on February 1, 2006. The depth of water used to <br /> pre-soak was 12 inches above the bottom of the boring. <br /> 6.4 Condition of Borings After Presaturation. <br /> After the 24-hour soak period, the resaturated hole was found to be intact and on February- p p -. dry 2, <br /> 2006. <br /> 6.5 Percolation Test Procedure <br /> A percolation test was conducted for the boring on February 2, 2006 in accordance with the <br /> requirements of the EHD, A percolation test with a duration of four hours was performed. The <br /> last half hour of the four hour percolation test was observed by Mr. Michael Escotto,Registered <br /> Environmental 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 1/l 00th foot. All tabulated <br /> values on the field data sheet (appendix) are in decimal 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 hole. The readings were taken approximately every half hour <br /> for the four hour percolation test. <br /> 6.6 Percolation Test Forms and Results <br /> The completed percolation test form is included in the appendix of this report. <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in depth;a <br /> - p - <br /> satisfactory percolation rate for a shallow test is less than or equal to 60 minutes per inch drop. One <br /> percolation test must demonstrate a satisfactory percolation rate within the proposed septic system <br /> disposal field to utilize a standard septic system. Details of the percolation test are summarized in <br /> the table below. <br /> Summary of Percolation.Test. <br /> Test No., Percolation Percolation Rate Test Comment <br /> Date Tested Test Dep thfft). (minutes/inch) Duration (see notes) . <br /> P-1 shallow,2-2-06. 3.28 4.55 4-hr Satisfactory percolation rate <br /> Note: A satisfactory percolation rate for a"shalloV'testis less than or equaI to 60 minutes per inch. <br />