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1993-12-13 Septic System Design Report
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1993-12-13 Septic System Design Report
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Last modified
8/20/2025 12:16:15 PM
Creation date
8/20/2025 12:09:03 PM
Metadata
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Template:
x Address Old
House Number
2900
Street Name
Deer Run
Street Type
Trail
Address
2900 Deer Run Trail
PIN
0411723240021
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Cr*.ka ir00627 <br />PERCOLATION TEST DATA SHEET <br />Percolation test readings made by S-P Testing, Inc ,,,, 10-27-93 a.m.• <br />Jaw <br />Carting at 10: 22 Vim. <br />Test 1wic location Lot 8 , B 1 k .1 ,Coffin site, Hole number 1 Date hole was prepa1 10— 26-9 3 <br />Depth of hole bottom 12 inches. Diameter of hole 6 inches <br />Soil data from test bole: <br />Depth. inches Soil texture <br />0 - 10" <br />10" - 12" <br />Topsoil dark brown loam <br />Brown clay loam <br />Alethod of scratching side,all Knife <br />Ih pth of gravel in bottom of hole 2 inches <br />Date and hour of initial water fillip 10-26-933 ll1;t 13 afn 12 <br />F DcpTh of tm is water fillip= inches above hole bottom <br />Method used to maintain at least 12 inches of water depth in hole for at least J hour. Automatic siphon <br />. Maximum water depth ahrse hole hottom during test 6 irtche> <br />Time Percolation <br />Fink interval. :Measurement. Drop inwatcr rate. Remark% <br />minute, inches level. inches I minutes per <br />---- _ inch <br />!0:10 prefill 6 <br />-10:22 10:37 3-1/8 15 min <br />10:48 11:03 <br />11:04 11:19 <br />� I <br />— - --- _- — - — — — —-- - - -- — — sees -- ---— -- <br />-- I <br />Pei:ol,uion rate = 4 - 8 minute, per inch. <br />
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