HomeMy WebLinkAbout1987-10-13 Soil Test ReportL-13
CERTIFICATION 1 00627 Logsof Soil Borings
Location or Project 4045 Bayside Rd., Orono
Borings made by S -p -Test - ing, Inc. Steve Schirmers _ Date 10-13-87
Classifiction System: AAHU USDA -SCS X i Unified ; Other
Auger used (check two): Hand X , or Power , Flight , or Bucket X
Depth,
Boring number 3
Depth,
Boring number 4
in
feet
Surface elevation 99.3
in
feet
Surface elevation 98.8
0 -
0 -
Topsoil dark brown loam
Topsoil dark brown loam
1 -
0 - 112"
1 -
0 - 1140'
1'8" -mottling Brown loam
Brown loam
1'2" - 1'10"
1'4" - 1'10" -mottling
2 -
2 -
Olive brown clay loam
1'10" - 2-1/2'
Olive brown silty clay loam
2-1/2' - 3'2"
3 -
Rusty olive brown
clay lc3m
3 -
4 -
1'10" - 4'2"
4 -
olive brown loam
5 -
Rusty olive brown loam
5 -
6 -
462" - 60
6 -
312" - 6'
7 -
7 -
8 -
8 -
End of boring at 6 feet.
Standing water table:
present at feet of depth,
hours after boring.
Not present in hole x
Mottled soil:
Observed at 108" feet of depth.
Not present in hole
Comments:
End of boring at 6 feet.
Standing water table:
present at feet of depth,
hours after boring.
Not present in hole x
Mottled soil:
Observed at 1110" feet of depth.
Not present in hole
Comments:
PERCOLATION TEST DATA SHEET
Steven B. Schirmers on 10-14-87 a.m.
Percolatioe Zest readings mads by slatting at -10.4 4 m.
Test hole lorat, 4045 Bayside Rd., Orono Hok number1 Date hole was preparrd 10-13-8
Depth of hole boa 13 inches, Diameter of hok 6 jw}es
Soil data from test hole:
Depth, inches
0 - 14"
14" - 18"
Soil texture
Topsoil dark gray loam
Gray brown loam
Method of scratchrnS sidewalt Knife
Depth of gnvel in bottom of hole 2 inches
Dwe and hour of initial water filling 10 -13- B Z lkpdi 05V1nrt WMer filling 12 jwhn above hole btmom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hewn Automatic siphon
Maximum weer depth above hole bottom during test 6 �nchea
Time
Time
interval,
Mimi s
Measurerraent,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
Water remaining
in test
hole
10:44
11:14
6
1-3/16
25.3
30 min
11:21
11:51
11:52
12:22
^
«
w
ftnVlation nW • 2 5.3 atiawtes pa inch.
I
l
I
I
I
PERCOLATION TEST DATA SHEET
�am �
Perculauon test r ading% made by Steypn a ccs, i rmer on 10-14-8 7 carting et 10:45 ➢ m
4045 Bayside Rd., Oron 2 10-13-87
Test hole locus �i1ok number ,Date hole was prepared 10-13-87
Depth of hole bottoms+ 18 inches. Demeter 0( IC 6 inches
Soil data from tcsa hide
Depth, inches Sal wittuff
U" Trp -,nil yorY dark gray loam
Method of scratching sldcwall
Knife
Depth of gravel In bwturn of holt 2 inches
3:30p.m. 12
10 - 13 - 8 7 of initial water filhng _Inches above hole hotto m
Due and hour of initial water filling . Dept
Method used to maintain at Ieast 12 inches of water depth in hole for at lust 4 hours
Automatic siphon
_ Maximum water depth atx»e holt twltom during test 6 Irwhc.
-
Measurement,
Inches
Drop cat water
level, Inches
Percolation
rte, i
minutes per
Inch
Remarks
Tune
Time Interval.
minutes
Water re aininq in
10:45 11:15
est hole
6
3/8
80.0
30 min
11:20 11:50
11:53 12:23
a
w
w
w w
Rn.p
Percolation We >*+Inutes per Inch
PERCOLATION TEST DATA SHEET
Percolation tcstreading%made by Steven B. Schirmers 10-1.1-87 10:46 �'
ing at p M.
Test hole loxathon 4 04 5 Da :'side Rd . , Orono, Hole numher 3 . Date hole was prepared--LP-13-17
[kpth of hole ta+ttorn 1 R inches, Diameter of hole 6 inches
Soil data Irom test hole
Depth. inches
0 — 14"
Soil texture
Topsoil dark brown loam
14" - 18" Drown loam
Methrd of scratching srdewall Kn i f e
Depth of gravel to bottom of holy inches
Date and hour of molal water filling 10-13—R7 dpepth of initial water filltn • 1.
F inches above hole botuan
Method used to maintain at least 12 inches of water depth in hole for at least 4 howls- AU Loma t 1C S 1phQn
Maximum water depth above hole bottom during test 6 inches
Time
Time
interval,
mtntues
Measurement,
mchts
Drop in water
level, inches
Pcrcolatiort
rate,
minutes per
inch
Remarks
Water renaining
in
est hole
10:46
11:16
6
1
30.0
3C min_
11:19
11:49
of
11:54
12:24
„
„
Percolation rate =s_ � ' t) •ninutes per inch,
PERCOLATION TEST DATA SHEET
a.M--
Perrolmiontestteadingsmadeby Steven B. Schirmers .,.►10-14-87 r.ningN 10.47 pm.
Testhoklocation4045 Baysi:e Rd., Orono. 4 Date hole wasprcpared. 10-13-87
Depth of hole both 18 aches. D.unrw of hole_ 6 inches
Sal data from test hole:
Depth, inches Soil texture
0 - 16" Topsoil dark brown loam
16" - 18" Brown loam
Method of scratching sidewall Knife
Depth of gravel to bosom of hole 2 inches p
Date and hour of initial water fillieg 10-13 — 8 ]D,r3pt}t oo �nitia� water filling 1 2 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s i p h o n
. Mame m water depth above hole bottom during test. 6 inches
Time
Time interval.
minutes
Measummiml.
inches
Drop in water
level. inches
Percolation
rate.
minutes per
inch
Remarks
Water re aining in test
hole
10:47 11:17
6
13/16
36.9
30 min
11:18 11:48
11:55 12:25
"
3. 9
rrvia ion - -
Pot� minutes per inch.