HomeMy WebLinkAbout1999-5-25 - 190 Long Hill Road - Soil Testing Report,.L
Datc Started 5-25.99
Date Finish $15-99
Weigg‘0f Hammel 140 300
301 24"Bummer Fall
Ground Water Observuions
Soil Sampling Log
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‘A A A A ‘‘
78 Goldcn SL
Maiden,CT 06450PhondFax203-135-1944
Shoat I
Proj.No
Locatum l90Lon HillRd f I,
South Wmdsor CT f Vr'
Mp,
r ..
f‘
..“()-#2.):
ri',./'
c“c
Dam Timc Depth~14 0'
Sunplcl’0D.LD.
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Consulting Envimnmental Engineers
100 Shield Street
Gmund Elevation ..j 4°
Holc No.CEE —1 Core
Casing Sampler Barrel
Type QE Liner
Size I.D.
W$t Hmford,CT
WBelowSW
weNa
Elev Ft.
Type0fWe
m s‘On Sun-v]:My0rCuminMom
WeMDew!»Elem
Fiddi mm''OfSu‘ls Smvlc iD
Fmn Tu Rm Nu.Pm 3R5:0-6 6l:12-18
DenseMoist
DcnseWet,
Med.CompWet
'
’0int m 10.0'
Fine reédish brawn sud,iimc 3mm,litde sin,m medium and.l 48"38'i _h§h
Fine reddish brown sand.littie gravel,Iittle silt._
Fin:reddish brown sand,link sin,[mic 5mm.
Set a l"PVC Monitoring Well a!21.0‘using:
l ’l'hrcaded Plug
IO'Sm,.010 slot
2 :43“!30"
3Pmh .48'48'i3—22
;
I
ll'Riser
i Coupler
l Coupler md Cap‘
ili
10 lbs It 3 Sand
5 lba Bentonite Granular
l Concrctc Mix
ll
A~<I Micm baila'l !:
llIii
l
.'i I
i
lll
li
Dl‘llla’:Ma'vinM
Assistant:Jdmw
soils Engnieer.John -Caul w waned o Io Loose Fxnh Boring 3-0 Ft.
UP Undmtbed 30-50mm
W medium-0.1M.unk-lo.2o/..m=m.35‘v.,uu-35.5w...swig T mum.””a“?Total Footage:
SS 5w!Spoon r “no Med Cum Rock Caring Fl.
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h Soil Sampling Log
Date Smned 5.2;-99
‘Shea I r l
Proj.No.
Location 190 Long Hill Rd.
l A ‘‘‘A A
78 Goldcn St.South Windsor,CT
Maiden.CT 06450
Ground Watct Observmions FhonelFax 203-235-1944
Offs“
o
D”Tim Wm~m Q'
Sampler 0.1).l.D.
TIE OfRig Cnnmm m
Consulting Envimnmental Engineers
100 Shield Strect
.Gmund Eievanon
Hole No.CEE -2'CmcasingSunni“Bml
Type M Liner
Wm Haltfo rd’CT
S‘m l.D.
wBdowSum
Sm»:No.
Elev Fl
TypeOfs-mpk
mOnsmn:bunnyGCuminW
hum:ClawDawnmew.
rmlmnwimorseih
um.033 T°
0-6 M2 Iz-ls
DenseMoist
DenseWa
DenseWa
.
’oint to 8.0‘’oint 16 -20'.
Fin:wish brown sand,little 5m,um gravel.
W‘
1 '48-24"i7s-12 m lal:ll_ll -
Fin:teddish bmwn sand.littl:silt,little gravel.‘
Qote:1'PVC Monitoring well set at 15.0',due to hole collapse.-
Used:10 Semen,.0l0 slot,5'Riser,l Thmded Plug,md
Abandoned th‘s hole:aslo used 25 [bs #3 Sand,and IO lbslCoupletandCap.-
Bentonite Chiys.*
unwind 2nd hole:oint to l9.0‘,hole collapsed.oint in same hole to 20.0',well set to 14.0';also abandoned.’
l ;2 48"36"_12_-16__L£nsh
VlEE'‘
.7!lSemenleftinhole,used 25 lbs ll 3 Sand,10 lbs Bentonite i
molar.‘
m effon:Point to I6.0'.
Fine teddish btown sand,little silt,trace ofgmvcl.‘
Sa a 1'PVC Monitot'ing Well to l6.0’wing:
l _
l Threaded Plugio'screen,.0l0slot5'Riser '.
Z5 lbs ll 3 Sand5lbsBentonite GmnularICouplerandCaplRoadBox,5"l Cement MixlMicrobailer
l
"i'
l 12'[2"10-17 h
.yfé€il
‘
fI
i1iI m
Drilla:Ml’wnBdl'Assistant:John w
Soils Engineen John
mmdnnFOJM,link-l0.20'/¢,m-w.35%,md=35.m
WTYw:cm Mir Toni Footage:gs'fg'vfgsmw“foggzd‘Cm“m 3min;17,0 FL
Weight 0f HammJ I40“l 300
Hammer Fall 30'24"