Agenda - Council - 12/22/1981 - Laserfiche WebLink

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i I i I I I I I I I I I I I I File E355.01 5 acre tract Southwest of 167th and St. Francis Blvd. I~evcmber 10, 1977 'Page - 2 - Testhole No. 4 Ground elevation 97.6 feet 0'- 1.5' 1.5'- 3.5' 3.5~- 4.0~ 4.0'-14.0' Brown loamy sand, dry Brown fine to medium sand, damp Nottled brown, gray brown and rust brown fine to medium sand,-~toist Gray silty clay with lenses of fine to medium sand Ground water not encountered Testhole No. 5 Ground elevation 99.5 feet 0'- 1.2' t.2'- 5.5' 5.5'- 6.0' 6.0'- 8.0' Dark brown sandy loam, dry Brown loamy sand, damp Brown silty clay Iqottled gray brown and gray silty clay Ground water at 3.6' (elevation 95.9 feet) Testhole I'lo. 6 Ground elevation 97.3 feet 0'- 0.5' 0.5'- 2.0' 2.0'- 8.0' C.O'- 9.0' Black sandy loam, damp Drown fine to medium loamy sand, damp Brown fine to coarse sand, wet Gray silty clay Ground water at 2.5' (elevation 94.8 feet) Testhole No. 7 Ground elevation 98.1 feet 0'- 0.5' 0.5'- 5.0' 5.0'- 8.0' Dark brown loamy sand, dry Brown loamy fine to medium sand, damp Gray silty clay Ground water at 3'.3' (elevation 94.8 feet) The testholes have a fairly consistant pattern of sand overlying clay. The depth to the clay is about 4 or 5 feet except at testhole no. 6 where 8 feet of sand was observed. It is expected that the site will afford good foundation support for moderate size structures. For structures with more concentrated soil loadings we would advise a more detailed analysis of the foundation bearing quality of the soils. Ground water which was found to be perched above the clay, will be the most difficult problem for construction at this property. Septic system drain- :fields will have to be mounded to maintain adequate clearance above ground ~ater. Base~ents should be kept shallo~ to avoid the ground water.