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#1663 Septic report 05-19-1990
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4465 Bayside Road - 06-117-23-21-0006
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91-1663, SUBD
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#1663 Septic report 05-19-1990
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10/23/2025 2:12:27 PM
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1--I ., <br />CERT.#00627 ........-,....,......-..;..., <br />PERCOLATION TEST DATA SHEET <br />Percolationtestreadingsmadeby S-P Testing, Inc. on 5-10-90 startingiit 8:30 ~~ <br />(datt/ <br />. 4455 Bayside Rd, Parcel_B 5 5-9-90 Test hole locat10, ______________ , ffole number _____ , Date hole was prepareud ____ _ <br />Depth of hole bottorn 12 inches, Diameter of hClle 6 inches <br />Soil data from test hole: <br />Depth, inches <br />0 -8" <br />8 11 <br />-12" <br />Soil texture <br />Topsoil dark brow loam <br />Brown clay loam <br />Method of scratching sidewal Knife ----;------------2 <br />Depth of gravel in bottom of hol · nches <br />D• d h r· .. 1 fill' S-9 -9 O l :3 Opmf ... I fill' 12 . h b h I bo ate an our o 1mt1a water 1 m. ______ , IYepth o m1t1a water 1 ing inc es ·a ove o e ttom <br />Method used to maintain at least 12 inches of water depth in hole for at least 4 hou Automatic siphon . ·"'· <br />6 <br />-------------------, Maximum water depth above hole bottom during tes 'nches <br />Time Percolation . <br />Time interval, Measurement, Drop in water rate, Remarks <br />minutes inches level, inches minutes per <br />inch <br />8:15 prefill 6 <br />8:30 9:00 II 4-3/16 7.2 30 min <br />9:03 9:33 II 3-7/8 7.8 II II <br />9:42 10:12 ti 3-3/4 8.0 II II . <br />. . .. <br />Percolation rate = 7 • 7 minutes per inch. <br />"" <br />I .• J <br />"':-,,,...,..,...,..,.,,,...r~~ ··~ <br />-,,•,tY ✓-,--- <br />-,.
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