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Boring Number-- 5 Surfac elevation _984.8 Mottled Soil at – 1.3 feet <br />0"-6" Dark brown loa 10 4/2 H2O present at _X_ <br />6"-16" Brown loam 10yr 4 <br />16'° 22" Rusty brown am clay loam 10yr5/4 <br />Boring Number 6 Surface elevation _979.7 Mottled Soil at — 1.3 feet <br />0-8" Dark brown loam 10yr3/2 H2O present at —X— <br />W-16" Brown loam 10yr4/4 <br />16"-22" Rusty brown loam to clay loam 10yr5/3 <br />Percolation Test Data Sheet <br />Lic.#810 <br />Percolating test readings made by: Rusty Olson's Perc. starting at 10:18 A.M. On 10/04118 <br />Location: 4330 Lakeview Court <br />Hole number: 1 <br />Date hole was prepared 10/03/18 <br />Depth of hole bottom _12"_ inches, Diameter of hole _6"_ inches. <br />Soil data from test hole: <br />Depth, inches <br />0-6 <br />6-10 <br />10-12 <br />Soil texture <br />Topsoil 10yr3/2 <br />Clay Loam 10yr4/3 <br />Clay loam 10yr514 <br />Method of scratching side wall: Knife <br />Depth of gravel in bottom of hole 2 inches: <br />Date of initial water filling 10/03/18 depth of initial water filling 12 inches <br />above hole bottom. <br />Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon <br />Maximum water depth above hole bottom during tests 6 inches <br />Time <br />Time <br />Depth <br />Drop in H2O <br />Perc Rate <br />10:38 <br />10:53 <br />6" <br />0.9 <br />16.6 <br />10:56 <br />11:11 <br />6" <br />0.9 <br />16.6 <br />11:12 <br />11:27 <br />6" <br />0.9 <br />16.6 <br />AVERAGE FERC. RATE 16.6 MPI <br />