|
f) hNeo
<br />17
<br />1
<br />19
<br />15
<br />23
<br />15
<br />21
<br />ST-5 I
<br />Elevation 868.9 I
<br />NON-YLASIIC SANDY LOAM,
<br />trace rots, dark brown, moist,
<br />A-2-4. (Topsoil Fill)
<br />-,LOAMY SAA , fine-grained, }race
<br />Gravel brown \ moist, A-2-4. Fill)
<br />D SANcoarse-arasned, with UP)oe(,
<br />-\brown, moist, i e to medium
<br />dense. A-1-b fAlluvium
<br />- SAND, tine -grained, with home
<br />Gravel, brown, moist, medium
<br />dense. A-1-b (Alluvium)
<br />- Grovel layer encountered at 35 feet.
<br />SAND, carse-grained, (race
<br />- Grovel, brown, el to 17.5 feel then
<br />saturated, medium dense, A-1-b.
<br />- (Alluvium)
<br />20
<br />17
<br />17 IIIIIQ SILT LOAM, brown, saturated,
<br />II medium dense. A-4. (Alluvium)
<br />12 - SAND, coarse -grained, Trace
<br />100/ 1 Grovel, brown, saturated, medium
<br />dense to very dense, A-1b. (Glacial
<br />Outwas)
<br />o
<br />Water 0berved at 1Lb Teel while
<br />drilling.
<br />Boring }hen sealed with bentonite
<br />grout.
<br />foss) Neo
<br />28
<br />8
<br />5
<br />1 6
<br />18
<br />16
<br />18
<br />25
<br />31
<br />43
<br />49
<br />42
<br />36
<br />42
<br />58
<br />50
<br />62
<br />42
<br />29
<br />50/.25
<br />50/.33
<br />I ST-6 I
<br />I Elevation 869.9 I
<br />SLIGHILY PLASIIGSANDY
<br />LOAM, trace roots, dark brown,
<br />1 SIA11 (Tonmil Fill
<br />Gravel, ANS, line-graln�, trace
<br />Gravel, dark brown, moist, (SM)
<br />ill
<br />brown. b, fmo-ggr Tied, brown fo dark
<br />ONS,,re-moiscoorrd reified,
<br />SAND, ravel f coarse- Galltief
<br />}race movtl, brown et then
<br />feel then
<br />gray, ,s} to 15 feet ihen
<br />saturated, loose to medium dense,
<br />(SP). (Alluvium)
<br />SLIGHTLY PLASTIC SANDY
<br />LOAM, gray, saturated, medium
<br />dense to very dense, (SM).
<br />(Alluvium)
<br />SLIGHTLY PLASTIC SANDY
<br />LOAM, trace Gravel, reddish brown,
<br />saturated, dense to very dense.
<br />(SM). (Glacial Till)
<br />Bottom of Hole - /4.8 feet.
<br />Water observed at 15 feet while
<br />drilling.
<br />Boring immechotely backfilled with
<br />bentonite grout.
<br />®BOLTON
<br />& MENK
<br />foal N60
<br />6
<br />7
<br />6
<br />78
<br />1
<br />5
<br />5
<br />6
<br />5
<br />9
<br />2
<br />25
<br />30
<br />100/.33
<br />100/.33
<br />I ST-7 I
<br />I Elevation 871.8 I
<br />SLIGHILY PL8SIIG SANDY
<br />LOAM, trace Gravel, dark brown,
<br />Dist. (SM) (Topsoil FII1)
<br />LOAMY SAID, l/inelgrained, dark
<br />1 SAND, moist_ ne0 Crown
<br />SAND, line-qqr d b n to light
<br />- brown, moist, loose, (5P).
<br />Alluvium
<br />- [LIGHTLY LASIIC SANDY
<br />LOAM, gray, s ranted, medium
<br />-dense (SMI. (Alluvium)
<br />- SAND, line- to coarse -grained, with
<br />Gravel, gray, saturated, loose Io
<br />- dense, (SP). (Alluvium)
<br />SLIGHTLY PLASTIC SANDY
<br />LOAM, trace Gravel, reddish brown,
<br />saturated, medium dense 10 very
<br />dense, (SM). (Gimlet LIq
<br />Bottom of Hole - /4.8 feet.
<br />Water observed at 15 feet while
<br />drilling.
<br />Boring immediately backfilled with
<br />bentonite grout
<br />rENGINEEP S1GNATDRENr rows o.,xr nr.r or wxxrm,n
<br />SOIL BORINGS
<br />fast) Neo
<br />16
<br />1 17
<br />14
<br />16
<br />20
<br />20
<br />19
<br />20
<br />18
<br />26
<br />23
<br />20
<br />20
<br />25
<br />25
<br />22
<br />87
<br />85
<br />95
<br />100/.42
<br />I ST-8 I
<br />I Elevation 867.8 I
<br />SLIGHILY YLASIIC SANDY
<br />LOAM, trace ots, dark brown,
<br />Dst. (SMe Toqq oil Fill,
<br />SAND, roe- dry
<br />to bokt, rid
<br />- dark brown, dry to moist, ('SP-SM)
<br />- Fill)
<br />bAND, fine-grained, light brown to
<br />brown, dry to moist to
<br />t feet }hen
<br />1 saturated. (SP). (Alluvium)
<br />trace SAND, fine- t Gravel. brown r to 40a feet then
<br />gray, saturated, (SP). (Alluvium)
<br />_ SLIGHTLY PLASTIC SANDY
<br />LOAM. trace Gravel, reddish brown,
<br />- saturated, (SM). (Glacial Till)
<br />bottom ot Hole - b9.9 teat:
<br />Wafer observed al 15 feet while
<br />drilling.
<br />Boring immediately backfilled with
<br />bentonite grout.
<br />(((S.A.R.199-010-012 L'iRIDGE N0.
<br />IEHEET N0. 98 OF 99 SHEETRI
<br />02053
<br />
|