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May 25,2001 <br /> ,-. Job Number: LGOI-115 <br /> Page 8 <br /> Table 4 <br /> Summary of Percolation Tests. <br /> Percolation Test No. Percolation Percolation Rate Comment <br /> Test Depth(ft) (minutes/inch) <br /> P-I North.,Parcel no. 1 (110-acre) 2.5 250 Failed test <br /> P-1 South.,Parcel no. I (I I0-acre) 2.5 250 Failed test <br /> P-2 North.,Parcel no. 2(2-acre) 2.5 250 Failed test <br /> P-2 South.,Parcel no.2(2-acre) 2.5 83 Failed test <br /> P-3 North.,Parcel no.3 (2-acre) 2.5 No movement last Failed test <br /> '/2 hour of test <br /> P-3 South.,Parcel no.3 (2-acre) 2.5 No movement last Failed test <br /> %2 hour of test <br /> P-4 North.,Parcel no.4 (2-acre) 2.5 250 Failed test <br /> P4 South.,Parcel no.4 (2-acre) 2.5 No movement last Failed test <br /> '/2 hour of test <br /> P-5 North.,Parcel no. 5 (2-acre) 2.5 No movement last Failed test <br /> '/2 hour of test <br /> P-5 South.,Parcel no. 5 (2-acre) 2.5 No movement last Failed test <br /> /2 hour of test <br /> P-6 North.,Parcel no. 6(2-acre) 2.5 4.0 Passed test <br /> P-6 South.,Parcel no. 6(2-acre) 2.5 4.2 1 Passed test <br /> A satisfactory percolation rate per County requirements is <= 60 minutes per inch (drop). <br /> Test P-6 north and south were the only tests which passed the minimum requirements for <br /> percolation. Parcels 1 thru 5 (10 tests, two per parcel) failed to achieve the minimum percolation <br /> rate. Parcels that do not achieve a satisfactory percolation rate will be required by the County to <br /> utilize an engineered (non-standard type) septic system:' In addition to the soil suitability study <br /> which includes the percolation testing, a nitrate loading study was required for project approval <br /> by the County. <br /> =OEfJO <br /> i <br /> � O <br /> �JSOE� <br />