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Lot #32 - Test Role: #32A (April 25, 1989)
Soils: 20" of topsoil and subsoil, 5'-4" of fine to very fine sand,
2'-8" of compact silt. Total depth 9'-8".
Groundwater: Encountered at 7'-0". Oxides at 7'-0".
Site: Gentle slope breaks to a very steep slope. Vegetated wetland
through a portion of the lot.
Comments: Official test hole passed with a percolation rate of 2
min/in. Construction of a subsurface disposal system may
be within the 100! buffet zone from a vegetated wetland, if
so, a Notice of Intent must be filed. Good siting condi-
tions.
Lot #33 - Test Hole: #31A (April 25, 1989)
Soils: 23" of topsoil and subsoil, 5'-1" of very fine to fine sand,
2'-2" of silt. Total depth 9'-6"
Groundwater: Encountered at 7 '-4". Oxides at 7'-4"
Site: Mostly gentle slopes breaking to steep slopes.
Comments: Official test hole passed with a percolation rate of 2
min/in. Good siting conditions.
Lot #34 - Test Hole: 030E (April 25, 1989)
Soils: 17" of topsoil and subsoil, 5'-3" of fine to medium sand with
trace of silt. 1'-4" of clayey silt. Total depth 8'-0".
Groundwater: Encountered at 70". Oxides at 80".
Site: Gentle slopes.
Comments: Official test passed with a percolation rae of 5 min/in.
Fair siting conditions.
Lot #35 - Test Hole: #30A (April 25, 1989)
Soils: 22" of topsoil and subsoil, 4'-2" of fine to medium sand with
trace of silt, 1'-7" of silty till very compact. Total depth
7'-7"
Groundwater: Encountered at 5'-4". Oxides at 5'-4".
Site: Gentle slopes.
Comments: Official test hole passed with a percolation rate of 5
min/in. Subdrain may be required due to groundwater. Good
siting conditions.
Lot #36 - Ted Towne's House
Soils: 24" of topsoil and subsoil, 4'-0" of fine to medium sand,
3'-6" of silty till. Total depth 9'-6".
Groundwater: Encountered at 6'-0". No oxides.
Site: Gentle slope.
Comments: Official test hole passed with a percolation rate of 2.0
min/in. Subdrain may be required due to groundwater.
Additional test holes may be required. Good siting condi-
tions.47T2, /:02Tif(P,yn/%7-&&
)1 - �167, ,v V h.&.AiIT°/l E.Y
.10.7-4fr '%Piev NiL[L.T' At-■ yl,-h'- 1AA `c..
7 •f .
M3A-10 ALMER HUNTLEY, JR., & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - LANDSCAPE ARCHITECTS
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