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1977-08-31 Septic System Design Report
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1977-08-31 Septic System Design Report
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Last modified
8/28/2025 3:42:14 PM
Creation date
8/28/2025 3:33:44 PM
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Template:
x Address Old
House Number
2265
Street Name
Devin
Street Type
Lane
Address
2265 Devin Lane
PIN
0311723220018
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LOG OF BORINGS <br />PROJECT: 77-423 Preliminary Soil Borings b Percolation <br />Teats, Proposed Subdivision <br />6 Willow <br />BORING: B-5 LOCATION: BORING: B-6 <br />U E : See Attached Sketch. SURF. <br />967.0+ -- 953.0+ <br />Depth Desc'r3Qi6n`"oi Materials I) <br />SILTY CLAYEY SAND, fine <br />to medium -grained, with ISH-SC <br />° fine to medium Gravu 1, <br />° dark brown to brown, <br />0 <br />moist to wet. �h <br />(Glacial Till) �� <br />u Sc <br />�110,� <br />1 <br />V <br />m <br />0 12 / S <br />SANDY CLAY, brown, moist 1 <br />to wet. CL <br />> (Glacial Till) <br />15 I <br />0 <br />w <br />'A Water level not encountered to <br />v <br />cave-in depth of 13' immediatel <br />a after withdrawal of auger. <br />° Water level down 7' 24 hours <br />b after completion of boring. <br />G <br />u <br />N <br />v <br />G <br />t0 <br />w <br />0 <br />a <br />d <br />a <br />v <br />— - --_ --. <br />DATE: 8/24/77 —, <br />SCALE: <br />LOCATION: <br />See Attached Sketch. <br />tH Descrldt''on"01'Wteriols <br />SILTY SAND, fine to <br />medium -grained, brown, <br />moist. <br />(Coarse Alluvium) <br />5 --_ <br />SAND, fine to medium - <br />grained, with fine to <br />medium Gravel, brown, <br />moist. <br />(Glacial Outwash) <br />10 <br />SILTY CLAYEY SAND, fine <br />to medium -grained, with <br />fine to medium Gravel, <br />brown, moist. <br />(Glacial Till) <br />17 <br />S,MY CLAY, brown, moist <br />to wet. <br />(Glacial Till) <br />SN <br />I <br />SP <br />Sri-Sc <br />CL <br />W LI <br />Water level net encountered to <br />cave-in depth of 18'-,' immediately <br />after withdrawal of auger. <br />Water level down 17' 24 hours <br />after completion of boring. <br />-. <br />
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