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L <br /> June 15,2005 <br /> NOA Project Number: E05065A <br /> LTable 3. <br /> Summary of Percolation Tests. <br /> Test No., Percolation Percolation Rate Test Comment <br /> Date Tested Test Depth(ft) (minutes/inch) Duration (see notes) <br /> P-2 deep,6/3/05 22.96 _ _ 4-hr No water drop observed the <br /> (Parcel 2) last half an hour,fail <br /> P-3 shallow,6/3/05 3.45 __ 4-hr No water drop observed the <br /> (Parcel 3) last half an hour,fail <br /> P-3 deep,6/3/05 5.41 --- 4-hr No water drop observed the <br /> (Parcel 3 last half an hour,fail <br /> Note: A satisfactory percolation rate for a"shallow'test is less than or equal to 60 minutes per inch <br /> A satisfactory percolation rate for a"deep"test is less than or equal to 30 minutes per inch. <br /> The soils within the sewage disposal areas of the septic area have not demonstrated a satisfactory <br /> percolation rate in accordance with the requirements of the EHD. <br /> bw <br /> 1 We recommend a Civil Engineer prepare a septic system design for Parcels 2 and 3 unless additional <br /> percolation testing,performed under EHD oversight, achieves a satisfactory rate. <br /> L Our professional services were performed,our findings obtained, and our conclusions proposed in <br /> accordance with generally accepted engineering principles and practices. This warranty is in lieu of <br /> all other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. <br /> LBest Regards, <br /> LNEIL O.ANDERSON e7ASSOC7ATES, INC. <br /> � CEO13 10 <br /> ` . <br /> Q No. 2151 y <br /> Rebecca Haskett,B.S. J. Welch,M.Sc. CERTIFIED <br /> L Project Manager CEG-2151, CHG-653, GP-1049 ENGINEERING 'J <br /> Environmental Division Manager N], GEOLOGIST Nei <br /> ` ��OF CqL\FO� <br /> LArt: Site Map <br /> Vicinity Map <br /> LPercolation Forms <br /> L <br /> L "004 <br /> L <br />