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1980-06-16 Septic System Design Report
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793 Ferndale Road North - 36-118-23-12-0016
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1980-06-16 Septic System Design Report
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Last modified
2/12/2026 3:31:00 PM
Creation date
2/12/2026 3:10:34 PM
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Template:
x Address Old
House Number
793
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
793 Ferndale Road North
PIN
3611823120016
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JOHN L. <br />i 795 N. <br />ORONO, <br />BROOKS PROPERTY <br />FERNDALE ROAD <br />MINNESOTA <br />Percolation Results <br />Hole No. <br />Material <br />Percolation Rate <br />P-1 <br />Brn. Sandy <br />Clay Loam <br />17.1 Min./inch <br />P-2 <br />Brn. Sandy <br />Clay Loam <br />9.2 <br />P-3 <br />Brn. Sa,:dy <br />Clay Loam <br />11.4 <br />p-4 <br />Brn. Sandy <br />Clay Loam <br />14.1 <br />P-5 <br />Brown Clay <br />Loam <br />40.0 <br />P-6 <br />Brown Clay <br />Loam <br />40.0 <br />The average percolation rate for holes 1-4(primary site) is 13.0 Min./inch. <br />Soil Borings <br />S. B.#.1 <br />Depth(ft.) Material <br />0.0-0.4 Black Loam <br />0.4-1.0 Brn. Sandy Loam, small rocks <br />1.0-3.0 Br.-. Sandy Clay Loam <br />3.0-8.0 Gray Brown Loam <br />Mottled soil at 6.9 feet and water 'table at <br />7.3 feet after 24 hours. <br />S.B.# 3 <br />Depth(ft.) Material <br />0.0-0.6 Black Loam <br />0.6-1.7 Gray Brown Loam <br />1.7-4.0 Brown Clay Loam <br />4.0-6.0 Gray Brown Clay Loam <br />Mottled soil at 3.8 feet and water table <br />at 3.8 feet after 21� hours. <br />S.B.# 2 <br />Depth(ft.) Material <br />0.0-1.0 <br />Dk. <br />Brn. San.Lm. <br />1.0-4.0 <br />Brn. <br />San. Cl. Lm <br />4.0-,4.6 <br />Brn. <br />Sandy Loam <br />4.6-6.0 <br />Brown <br />Lo; m <br />6.0-7.5 <br />Fine <br />Loamy Sand <br />7.5-8.0 <br />Gray <br />Fine Lmy.Sa <br />No mottled soil and no water <br />table after 24 hours. <br />
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