HomeMy WebLinkAboutWell New 190 Long Hill Road - STATE OF CONNECTICUT
DEPARTMENT OF CONSUMER PROTECTION
REALESTATE&PROFESSIONAL TRADES DIVISION
WELL DRILLING COMPLETION REPORT
165 Capitol Avenue,Hartford,Connecticut 06100
OWNER NAME ADDRESS O
;G_
LOCATION (NO.aSrrssd (Town! (LotNum"d
OF WELL 190 Long Hill Rd. South Windsor 99
DOMESTIC BUSINESS FARM TEST
PROPOSED El ESTABLISHMENT EJ WELL
USE OF WELL Q SUPPL` INDUSTRIAL El CAIR OTHER
ONDITIONING (Speci
DRILLNGTHER
EOU PMIENT ROTARY AIR P RCUSSDON PERCUSSION ._�Specity) .. g.- _ .
X• Monitorin Welis
* CASING LEN TN Itself DIAMETER(incrwe) WEl HT PER FOOT DRIVE SHOE WAS CASING GROUTED?
DETAILS THREADED WELDED.
1-0 YES ❑ NO 1 ❑ YES ,❑ No
* YIELD TEST a tTA1LE0 Q PUMPED a COMPRESSEOAIR HOURS YIELD(GPM)
* WATER MEASURE FROM LAND SURFACE•STATIC(SPedly lost)- DURING YIELD TEST(lost) ' • Depth of Completed Wee in lost
LEVEL' � - _.. -... . . . _ . -' -......_-, .
* MAKE LENGTH OPEN TOAOUIFER fleet)
SCREEN -
* DETAILS SLOT SIZE DIAMETER(banes) IF GRAVEL Manistee of well GRAVEL SIZE linams) FROM(feed TO ti+etl
• PACKED: irekodepprevelpea - ,
(kW*sl _
DEPTH FROM LANE)TO SURFACE FORMATION DESCRIPTION Sketch exact location of well with distances.to at least two
FEET TO FEET pormanenl landmarks '
ee attacrect 5o3la p zng Logs or details. - 1 --- -- -- _ -
I
Ice., i
UJ-
It yield was tested at different depfha during drilling,list below �+
FEET GALLONS PER MINUTE
Lot
DATE WELL COMPLETED PERMIT NO. REGISTRATION NO. DATE OF REPORT DRI LER IS +Ivel
5/25/99 WCR-230 WND.00114 5-26-99
DISTRIBUTION: DEPARTMENT OF CONSUMER PROTECTION, DEPARTMENT OF ENVIRONMENTAL PROTECTION,
PROPERTY OWNER,WELL DRILLING CONTRACTOR & LOCAL DIRECTOR OF HEALTH.
Soil Sampling Log
Date Started 5.25-99 Sheet 1—Of 1
Date Finish - � Proj.No.
Weight Of Ham 1401 1 300 GLACIER:p DRILLING Location 190 Lang Hill Rd.
Hammer Fall 30' 2,V 78 Golden St South Windsor,CT
Meriden,CT 06430
Ground Water Observations Phone/Fax 203-235-1%4
Offset
Date Time Depth Consulting Environmental Engineers
Ig R Ground Elevation
100 Shield Street
Hole No. CEE-2
West Hartford,CT Core
Sampler O.D. I.D. Casing Sampler Barrel
Type Om Liner
TYRO Of Rig cone wd probe
Size I.D.
ID
Dept. sarmle Type on SWA& Datity Profile Add t8attifiation Of Sob sonple
sdow No. Of Sums Dq ft S� Fra a To �p DePthRotmlb
Elm Ft. Ob t2 12IB Wistm PJev. No. " Roe
oint to 11.0'
I - omt 16-20'9.12 Push i
!
Dense im reddish brown sand,little silt,trace gtavel. 1 .48" 124" ! _
Moist
Dense inc reddish brown sand,little silt,little gravel. 1 2 48" 36"
wet I I
ote: 1"PVC Monitoring well set at 15.0',due to hale collapse.- !
sed:10'ScreM.010 slot,5' Riser,I Threaded Plug,and I
i Coupler and Cap.-
Mnd000d this hole:aslo used 25 Pis#3 Sand,and 10 lbs
tonite Chips. I
i
t tempted 2nd hole: I
oint to 19.0',hole collapsed. t !
omt in some hole to 20.0%well set to 14.0;also abandoned.
Screen left in hole,used 25 IN 9 3 Sand,10 lbs Bentonito t I
ular.
I
rd effort:
oint to 16.0.
Dense Fine reddish brown sand,little silt,trace ofgravel. 1 1 12" 12"
Welt
et a 1"PVC Monitoring Well to 16.0'using:
Threaded Plug
a Screen,.010 slot '
' Riser I
5 lbs#3 Sand
lbs Bentonite Granular_
Coupler and Cap !
Road Box,5"
Cement Mix t I
Micro bailer i
I !
I _
Driller: Mar-,fla uadmbo,—O.IOX -10.2W:,some-20.35Y.,and-35.50% LL
Assistant: JdmB&a Sample Type: CaWrionk"Daeity Total Footage:
C-Coed W-Waked 0-10140" 17.0
Soils Engineer: ,ahn Earth Boring Ft.
ss•Seta spoor 10.30 toed Co^P.
vP-undiatmwPawn 30.50Dam Rock Coring Ft.
Soil Sampling Log „
Date Started s-2s-99 Sheet 1 Of 1
Date Finish Ptoj.No.
Wp t Of Hamme l40 300 GLACIER DRILLING Location 190 Loos Hill Rd.
Hammer Fall 30' 24" 78 Golden St. A A South Windsor,CT
Meriden,CT 06450
Ground Water Observations Phone/Fax 203-235-1944
Offset
Date Time Depth Consulting Environmental Engineers
t4.0' Ground Elevation
100 Shield Street
Hole No. CEE-3
West Hartford,CT Core
Sampler O.D. I.D. Casing Sampler Barrel
Type Open Liner
Type Of Rig Concord Probe
Size I.D.
PID
DVL sutgls ) On sanyk Dawly � FWd 16ca iLatim Of Sods ' Sampk
edow No. Of orSurGee Depda sawk Fran To Ccatiat Depah Ranatka
Ekv.Ft 06 12 1218 M.W. Fkv. NO. Tit oint to12.0'
F
#1 ±1 i
Mod.Comp. ine-modium reddish bmwn sand,little gravel,trace of silt. 1 48" 36"
wet I !
i
1&20 Push
i
Mod.Comp. Fine reddish brown sand,little silt,little gravel,trace ooarse sand. 2 48" '•40" .
wet
20.22 Poll Mad.Comp. zine reddish brown sand,little gravel,little silt 3 24" 24" 1
Wet
eta 1"PVC Monitoring Well rasing:
• i 1
Threaded Plug
0' Stxeen,.010 slot FF-I
d
0' Riser
i 5 Ibs P 3 Sand i
lbs Bentonite Granular
iI Coupler and Cap
Read Box,5" i
!
Cement Mix
i
i
• 1
! d
t
i
l
( 1
i
Driller: Mary Bdl Pmpaikm used naoe-0.IMlink-102Msome-20.33%.;A-35.50%
Assistant: ratmeabidc 8 +wkTrPe_- CdtaionksoDaz94 Total Footage:
Soils Enginw.. 3dm C-Cana W-Washed 0.101.00w Earth Boring 22.0 Ft.
ss-splu spoon 10.30 Me&Cato.
UP-UrAawrbedhoWt 30-50own Rock Coring Ft.
,. Soil Sampling Log
Dare Started Sa�q.ng Sheet 1—Of 1
Date Finish5.24;.94 � Proj.No,
We; t Of Hamm 140E-11 3� GLACIER DRILLING
Location 190 Loner Hill Rd.
Hammer Fall 30' n 24" 78 Golden St. South Windsor,CT
Meriden,CT 06450
Ground Water Observations PhonNFax 203-235-1944
Offset
Date Time Depth Consulting Environmental Engineers
•-140' l Ground Elevation
- t)D Shield Street
Hole No, CEE-I
I.D. West Hartford,CT Core
SamalerO.D. Casing Sampler Barrel
Type QM Liner
Of Rig C See I.D.
oasaople Density PM& FiddtdmtifiNtim0[soih Sample
or Chow stef" IBeim No'y_ Fran To consist Dwdl Rammki .
t]ev.Fi 0-6 12 12IB Montwe Elm No. Rec
I oint to 10.0' I
10-14 Push Dense in reddish brown sand,little gravel,little silt,trace medium sand. 1 48" 38" i
Moist I 1�
- i 1
Dense Fine reddish brown sand,little gravel,little silt. 2 :48" 30" ,
1 Wet 1 I
1
Mod.Camp. 71110 reddish brown sand,little silt,little gravel. 3 -48" 48" 1
Wet i
a 1"PVC Monitoring Well at 21.9 using:
1 t 1
Threaded Plug
1
0' Streen,.010 slot i
I' Riser
1
Coupler i
i
Coupler and Cap
0 lbs#3 Sand 1 1
Ibs Bentonite Granular 1
Concrete Mix
I
Micro bailer
i
• i
I
1
. i 4
1
i
1 f
Driller: Marvin BW Proportions Used tram-0.1 1 =10. some=20.351 -3.
Assistant: lddm BAia SsaIpkTrip`: ca m ioias Dandy Total Footage:
Solis Engineer iohn C-Cared w-washed 0-I01,oare Earth Boring 22.0 Ft.
ss-split spoon - 10.30 hW cony. n8
UP-ud;timWPiston 30.50Dow Rock Coring Ft.