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Home My WebLink About1998-5-26 - 1149 John Fitch Boulevard - Well Completion ReportSTATE OF CONNECTICUT DEPARTMENTOFCONSUMER PROTECTION REALESTATEJZPROFESSIONAL TRADES DIVISION WELL DRILLING COMPLETION REPORT 165CkpltolAvenue.Hart!ord.Connecticut 06106 DTSTRIBUTION:DEPARTMENT OF CONSUMER PROTECTION,DEPARTMENT OF ENVIRONMENTAL PROTECTION PROPERTY OWNER,WELL DRILLING CONTRACTOR &LOCAL DIRECTOR OF HEALTH. OWNER NAME Third Generation Raalty Co . ADDRESS - 185 West Service Rd .,Hartford,CT O6I01 LOCATION OF WELL (No.5 Slrwt)(fawn){Lot Numbel) 1449 John Fitch Bouldevard So .Windsor pRopOSED USE OF WELL DOMESTIC ESTABLISHMENT BUSINESS D FARM D WELL TEST D PUBLICsUPPLY D INDUSTRTAL D AxRcommoms OIHER(speciry)Monitoring Wells DRILUHG*EQUlpMENT D ROTARY AIR COMPRESSED PERCUSSION D CABLE PERCUSSTON OTHER (Specify) *CASING DETA‘LS LENGTH (mu DLAMETER (mu wEIGHI PER Foot a THREADED D WELDED -DRIVE sROEDYesD No WAS CAsmc GRourEov D YES D No YIELD TEST G BAILED D PUHPED E COMPRESSEDAIR HOURS ' ‘ YTELmopM) WATER LEVEL MEASURE FROM LAND SURFACE .STATIC (Spoaty bet)DURwG YIELD TEST (Teen Depm at CompIeTecs Wen .n Test * SCREEN DETAILS MAKE LENGTH OREN TOADUTFERuw) SLDT SIZE DTAMETER (harm)IF GRAVEL PACKED: Dime»!oi wen hcludnnq olnvol pack ('nchn) GRAVEL SIzE (mam)FROM “Sen To (mu DEPTH FROM LAND TO SURFACE FEET To FEET FORMATION DESCRIPTION SkeTch exam locaUon o!well wilh dISLanOes.Io al least two -permanenT landmarks *See attach 2d Soil Sampling Logs for details .-’KROPzrary owuous 2 r I 7MM &:D¢’Mh‘0p few;Taf {pgsj'gl—wcj,I , f“,Q’; SI Mw 5 a .QnRVtt M?OrLKT:M‘ Mu)?4 }</Vx %y V k3!V504 erx ‘\/\' (I 6V KWit,?an.K 1R4k‘L "'J .-H yieid was Tested at dmeTenl depths during drilling.list below R T Dy, FEET GALLONS PER MINUTE w X X /damp DATE WELL COMPLETED5-19-98 pERMIT No, WCR—90 REGISTRATION No.00086 DATE OF REPORT 5-26—98 WE DRIL R Ts I I Soil Sampling Log Dale Started 5-19—98_’_Sheet I Of I Date Finish 5-19-98 ¢Pm;No‘11114000131 Location 1449 John Fitch Boulevard A‘AA‘Ax36GraceyAve.Line &STA so.Windsor,CTMeriden‘,CT 06451GroundWaterObservationsPhone/Fax 203-235-1944 WeightOfHammen><14o 300 HammerFaI]><30'24" Date Time Depth Sampler 00D.2"1.D.1 5/8" Type Of Rig Truck Mounted Rig:GIVE-75 HRP ASSOCIATES,INC 167 New Britain Ave.Ground Elevation Hole No,MW—4 CoreCasingSamplerBarrelTypeHSASS Size ID 4 1/4"l 5/8" Plainville,CT 06062 DcpLBclowSurface SamplcNo.Dcplluawn. Type OfSample Blows Par 6"On Sampl:DensityOrComislMorgan Profilemung:Depth Elev. Field ldmxiEcaiion Of Soils SampleFmmTo NO-1P6"[Rcc 0-5 b‘iz 12-18 Remarks ~10.0‘ 20.0‘ Gravel. Brown fine -coarse sand and silt,littla fine -coarse gravel,somewire,concrete,wood (fill) Dark brown silty clay. B.O.B.Set 2"PVC well e1 20.0‘Using: l Threaded Plug 10‘Screen,.010 slot 10'Riser 9 Sand,5O lb bags l Bentonite Chips 3 Concrete Mix. g ‘ Mark Scliock usedAssismm:Marvin Bell Soils Engineer:Kevin Maw Proportions uacc=0.10%linle =10.20%,some =20.35%,and =35.50% gs‘=Cs°ph°.d‘spo;n Sarnplc Typa;W “hcd Co-(ilgesl‘ionless ”Jams; Density Towl Eanh Footage: 20.0 FLComp.Boring UP :Undasnurbcd man 3050 Dense Rock Conng FL Soil Sampling Log Date Started 5—1998 Date Finish 5-19—98 Weight omamme:\//\14o 300 Hammer Fall ><30‘24" Ground Date Time Water Observations Depth Date Finish 5-19—98 \/Weight omamme:/\14o 300 Hammer Fall ><30‘24" Ground Water Observations GLACIER r?D ILLI Ne'i" ‘A A A A A A136GraceyAve.Mcridcn,CT 0645]Phone/Fax 203—235-1944 Shce‘I Of I ProLNo.THMOOOPI Location 1449 John Fitch Boulevard Line 85 STA So.Windsor,CT OffsetDateTimeDepth Sampler O‘Dr 2"ID.l 5/8" Type Of Rig Truck Mounted Rig:CME‘75 HRP ASSOCIATES,INC. 167 New Britain Ave.Ground Elevation Hole No.MW-3Plainville,CT 06062 CoreCasingSamplerBarrelTypeHSA_SS Size ID.4 l/4"l 5/8” Dept.SampleBelowNo Surlzee l Depllts Type Sfrfxple Blown Per 6"On Sample DcmixyOrConsist Moisture PromsChangeDepthElev. Fidd Idmtilicatinn Of Soils Sample Fmm l TO Remarks RecElev‘FL M $12 12—13 ENo.Pun ~12.0' 20.0‘ Gravel. l Fill -wood,concrete,brown line —coarse sand and gravel,metal,etc. Grey clay. BOB.Set 2"PVC well at 20,0”Using: 1 Threaded Plug 10'Screen,.OIO slot lO'Riser B Sand,5O lb bags Errl i l Bentonite Chips 3 Concrete Mix. Driller;Mm:smock Assistant Mmin 5°“ Soils Engineer:KM“WW Proportions used EacF 0.l0%,lirtle =10.20%.some =20.35%,and =§S.5(J% CSample=Cored Type:W =Washed Cnhesionlcss0-10 Loose Density Total Footage: SS =Earth Boring 30-0 Ft.Split Spoon 10-30 Med.Comp.UP =Undisturbed Piston 30-50 Dense Rock Coring Ft. Soil Sampling Log Date Smrted 5-19-98 Date Finish 5-19-98 Weight Of Hamme!><140 300 Hammer Fall ><30'24" Ground Dale Time Water Observations Depth Date Finish 5-19-98 Weight Of Hamme!><140 300 Hammer Fall ><30'24" Ground Water Observations gswam%DR 1 Lu NC;”u”H A A ‘A A A A136GraceyAve.Madden,CT 06451Phone/Fax 203-235-1944 l Of I PmjJ’No;TI-LI4000P1 Location 1449 John Fitch Boulevard Line &STA So.Windsor,CT OffsetDaleTimeDepth Sampler OD.2"1D.l 5/8“ Type Of Rig Truck Mounted Rig:CNfE-75 HRP ASSOCIATES,INC. 167 New Britain Ave.Ground Elevation Holo No.MW-2Plainville,CT 06062 CoreCasingSamplerBarrel f Type HSA SS Size 1D.4 l/"1 5/8” Depi.SampleBelowNo.Surface DcplhsElev.Pl. TypeOfSample mow:Per 6" 0n Sample Density OrConsisl Maiature ProfileChange DepthElev. Field Idcnu'maxion Of Soils Remarks Sample From To Noi Pen Rec066-12 12-18 13 0' 23.0‘ Gravel. Brown fine -coarse sand,mixed'with brick,steel,wood,etc.(fill). Endo of fill,grey clay,trace of silt. B.O.B.Set 2"PVC well at 23.0‘Using: l Threaded Plug 10‘Screen,.010 slot 15‘Riser 8 Sand,50 lb bags 1 Bentonite Chips 3 Concrete Mix. LlI.l l Driller:Mark Schoclr Assistant:mm“ Soils Engineer:KM“Mag” oponions used trace=0.10%,little =10.20%,some =20.35%,and =35.50% CSample=Cored Type:W =‘ Washed Cohesionless 0-10 Loose Density Total Footage: SS =Earth Boring 230 Ft.Split Spoon 10‘30 Medi Comp.UP r Undisturbed Piston 30-50 Dense Rock Coring Ft. Soil Sampling Log Date Suutcd 5-19-98 Data Finish 5-19-98 Weigh:OfHamme:><x40 300 Hammer Fall ><30'24" Ground Date Time Water Observations Depth i Data Finish 5-19-98 Weigh:OfHamme:><x40 300 Hammer Fall ><30'24" Ground Water Observations /&\ ,‘2GLAcIER’f D 1LLI NG'i’ 136 Gracey Av¢Menden CT 06451 Phone/Fax 203-235-1944 ProjéNo.THI4000P1 Location 1449 John Fitch Boulevard Line &STA So.Windsor,CT OffselDateTimeDepthi Sampler O‘D.2"LD.l 5/8" Type Of Rig Truck Mounted Rig:CME-75 HRP ASSOCIATES,WC. 167 New Bn'tain Ave. Ground Elevation Hole No.MW —l Plainville,CT 06062 CoreCasingSamplerBarrolTypeHSA_SS Size I‘D.4 l/"l 5/8" Dept.SampleBelowNo4 Surface DepmgiElev.FL TypeOf Samplg Blows Per 6"On Sample DensityOrConsis! Moiaiure ProfileChmge DepthElev. Field ldcntificmion Of Soils Remarks Sample From To No.Pen Rec065-12 12~12 l Med.Comp. Moist LooseMoist LooseVeryMoist 5'6" 10.0' l4.0' 22.0' Brown tine -coarse sand.l Grey silt,trace clay,varied Grey clay,very faint red clay lamination. Grey clay,should be water table. BOB.Set 2"PVC well at 22.0'Using: l Threaded Plug lO'Screen,.010 slot 15'Riser 8 Sand,50 lb bags l Bentonite Chips 3 Concrete Mix. l i'l i 5-7 SS 3 5 4 l 2.0'2.0'7 l 10'12 SS 5 4 3 2 2.0'2.0’3 _ l5—l7 SS 2 l l 3 2.0'2.0’2 ll Dn‘ner:Mark Schock Assistant:MBcu Soils Engineer:KM“Maw Proportions used trace:0.lO‘Vq little =l0.20%,some =2039A and =3§S®a Sample Type:Caheaionless Density 'l'otal Footage:C =Cored W =Washed (HO LooseSS=Split Spoon 10-30 Med.Earth Boring 23-0 Ft. DISTRIBUTION: ».Dumnrnmv nw‘MF‘R [{DEPART-MENT OF CONSUMER PROTECTION,DEPARTMENT OF ENVIRONMENTAL PROTECTION. wpm.mnmxm:rnN'r'RACTOR &LOCAL DIRECTOR OF HF‘Almu STATE OF CONNECTICUT DEPARTMENTOF CONSUMER PROTECTION REAL ESTATEJI PROFESSIONAL TRADES DIVISION $1 _>Ap -..WE mo Third Generat1on Realty c.“1853‘West Serv1ce Rd..*Hartford» OF WELL mo s snarl ,:‘(Jown 1449 John Fltch Bouldevard —i-“T:(Lo!Numbe’! y DOMESTw ESIABLIsHMEu _h..-suaaLYPUBLIC J‘mousmmLTT‘”a“OWE“gmnltormg _.V ROIARY -—f§$§§ii¥£%-,-*§-£§mto 5m (SpedMH—"*3 ....' Wells *..DETNLS ~cenofnunu owemmmnu..wacm pER poor mRsAoeo wELoeo onTve'“éH‘OE‘*' D ‘ves‘bag ‘ D YES O ~o *YIEED‘TEsr ——amen counaesssuunE-.~Houas ._-vuemmm, MEASune rRoM LAND SURFACE sunc (5’“DaplhdComaIeled - ’"SCREEN- '~-—’-—-—i~DE'.T.AILS __E MKE LENOIR OPEN 1O AOUIFER (Isak! _-5L_O[Slz§.DMHER (mu .-,Ir wygL”awn-‘4‘-Diamlh'of wot! Ww éIUvo'pa‘é(mun GRAVEL SIZ£(Ms)r ..V FRDMUeeu TO UM” DEPTH FROM LAND To SURFACE FEET TO FEET FORMATI0N D£SCRIPTION Skelch exact tocauon o!we"with distances.to al least two-pennanannandmarks *See attached Soil Sampling Logs for details..,{£2 ROPem’y'ecu/Jab?$~ tutu WP18fwar£um Wurw an A/u.1 n5 -L Ei ‘!.VWIUI >i 9-->-»§4L*Vd ?mug:~3 I 7 ,VElf-q.Fl fII k)x'50".“LE vgx cw \AL i‘éKavn.?rm [Fa-1:“i J ! l JI '1' '—-It yleid was tested afdilferenl de‘plhs‘during‘drilling:Iist‘belcu r FEET GALLONS PER MINUTE ®>M§J-.’ (f '/1 I 3'7-A h_L«law»h Ma,“5/ud‘ ‘'g’mra wm compLaYED53-19-98 pawn NoWCR-go REGIsrRmON No‘ 00086 Ewe OF Rapom526-98 Soil Sampling Log Date Started 5-19-98 Sheet l Of 1 hojiNo.THI4ooo.P1 Locau'on 1449 John Fitch Boulevard A ‘‘‘A ¢‘ 136 Gracey Ave.‘I Line &STA So.Windsor,CT Men‘den,CT 0645f Ground Water Observations Phone/Fax 203-235-1944 UP -Underrated Ham 30-50 Dem: Weighi Of Hammci ><i 140 300 Hammet Fall ><30‘24" Date Time Depth Sampler OD.2"[DY 1 5/8“ Type OfRig Truck Mounted Rig:CWJS HRP ASSOCIATES,H‘IC. 167 New Britain Ave.‘ Ground Elevation Hole No.MW-l Com Casing Sampler Barrel Type HSA SS Size LD‘4 1/4'l 5/8“‘ i Plainville,CT 06062 DemBdawSurfacc SampleNo.DepauEcv.Fl. . TypeOfsample Em Pa 6'0n We Density0rCuminMomma WeDung:DewElev. Had idmu’acaxion or sail: Runadu Sunpl C No.Pm RccFmT“ 0-6 s12 12-13 Me¢Comp.Moist LooseMoist LooseVeryMoist 5'6" 10.0' 14.0' 22.0' Brown fme -coarse sand. Grey silt,uace clay,varied. Grey clay,very faint red clay lamination Grey clay,should be water table. B.O.B.Ser 2"PVC well at 22.0'Using: l Threaded Plug 10'Screen,.010 slot l5'Riser S Sand.50 lb bags l Benmnitc Chips 3 Concrete Mix. g. l 2.0'2.0'5-7 SS 3 5 47 2 2.0‘2.0'10-12 SS 5 4 33 3 2:0‘2.0‘1 5-l 7 SS 2 1 l2 Drmer;Mark smock Assistant:MM Soils Engineer:Kai”“’8“ Wém md wows.lime =10.20%.mac =203596.md =35.50% Sanple Type:'Cahaimlm Dcmiry Total Footage:C =Cored w =Wuhod o-ioume Earth Boring 21°Ft.SS =Split Spoon 10-30 Mm Comp. Soil Sampling Log Date FinNl 549-98 gx Weigmommel ><I 14o CIER%DRILLING300'n’ Ham m ><30-1 ’'L A ;‘A ‘‘ 24'136 Gmccy Ave.Maiden;CT 06451 Ground Water Observations Phone/Fax 203—235-l944 mam.11-114000.P1 Locau'on 1449 John Fitch Boulevard 'Line &STA So.Windsolx CT Offset Date Timg Depkh Sampla 0D.2"1D.l 5/3“ Txg OfRig Truck Mounted Rig:CME-75 Ground ElevationHRPASSOCIATES,NC. 167 New Bn‘tain Ave.Hole No.MW-Z Core Casing Sampkr BarrelTypeHSASS Plainville,CT 06062 Size ID‘4 1/4"l 5/8" DW-BdawSwine WeNa.DevduHeel-1. Type0f we 7mm Pa 6'%Sampl:mushyOrWMilan: Pm$emg:DqliiHev Eda Idan'Emion or Sous Rm Staple No.Pm RecFm?”T" 06 $12 12‘" 13.0' 23.0‘ Gavel. Brown fme -coarse sand,mixed with brick,steel,wood.etc‘(fill) Endo of full,gay clay,inc:of silt BOB.Set 2"PVC well at 23.0'Using: 1 Threaded Plug 10'Screen,.010 slot 15'Riser S Sand,50 lb bags l Bentonite Chips 3 Conwete Mix. Driller:MW" Assistant:Mm“ Soils Engineer:‘“'8“ uudmw-alms.we=lomum 20 ”send 35 50% 5w W‘-Cohaimleu Dciufy Towl Foomge:c ='(ma w =wm o-Iuwan um:Med Comp.Earth Boring 11°Ft.SS =Spli!Spoon Soil Sampling Log UP -Undiuurbed Pimn 30-50 Dem: Date Started 5-19-98 Date Finish 5-19-98 Weight OfH ><14o 300 HamerFall ><30'24" Ground Date Time Water Observations Depth Date Finish 5-19-98 §«\ Weight OfH ><14o 300 CIER§DR1LLING HamerFall ><30'24" ‘‘L ‘‘‘‘136 Gmocy Ave.Mariden;CT 06451 Ground Water Observations Phone/Fax 203-23 5-1944 Pmj‘No..THI4000.PI Location 1449 John Fitch Boulevard ’’Line &STA So.Windsor,CT Offset Ground ElevationDateTimeDepth Sampler OD.’2"I.D.l 5/8” Type OfRig Truck Mounted Rig:CME—75 HRP ASSOCIATES,RIC. 167 New Britain Ave.Hole No.MW-3 Cote Casing Sampler'BarrelTypeHSASS Plainville,CT 06062 Size ID 4 1/4“l 5/8" Dqx smwte TypeOf we mow:Pa 6'0n smplg unityo:CmlbtMoigm PmEl:WeMEcv.r Edd “animation ofSoiJs Remark: Sample BclowSurface No.WEw.Ft.No Pal RecFmToM5-12 12-1: ~12.0' 20.0' Gravel Fill -wood,concrete,brown fme -coatse sand and gavel,metal, Etc.. Grey clay. B.O.B.Set 2'PVC well at 20.0'Using: 1 Threaded Plug 10'Screen,.0 10 slot 10'Riser Sand,50 1b bags 1 Bentonite Chips 3 Concrete Mix. i Driller:W Wk Assistant:“mink“ Soils Engineer:K‘Vl““‘5“ ‘oru med kano=MM HE:=10.20%.um:=20.35%.Ind ‘3&5096 Saw:Type:(hbeu 'onleu Dendry Total Footage:C =Cored W =Walled 0-10 LoonSS=SplitSpom 10-30 Med.Cmnp.Earth Boring 20-“FL Soil Sampling Log 30-50 DemUP-MnvbedH-m Dale Started 5-19-98 Datc Finish 549-98 way“omammm ><14o 300 Hammer Fall ><30'24' Gmxmd Date Time Water Observations D¢P‘h Dale Datc Finish 549-98 K way“omammm ><14o 300 '5'R'LLI N G Hammer Fall ><30'24' ‘‘136 A.Gmccy.A Avc. A .; Maiden;CI‘06451 Gmxmd Water Observations Phone/Fax 203-235-1944 Pro;No.THHOOOP! Loca‘ion 1449 John Fitch Boulevard 'Linc &sTA So.Windsor,CT Offset Ground ElevaiionDateTimeD¢P‘h Samplet OD.2'LI).1 SIS' TyE Of Rig Tmck Mountcd Rig:CME-75 HRP ASSOCIATES,D‘IC. 167 New Britain Ave.Hole No.W4 Core Casing Samplcx Band Type HSA SS Plainville,CT 06062 Size I.D.4 1/4"l 5/8" DeptBelowswim SampleNo,new:Bcv.Ft. TypeOf sample IOnSamie v Densityo:CouinMoinun mm:MeMaw. Fidd ldmn'Eulion 0f Sm‘h W: We No.Pen RxFT“T“ 06 $12 lz-u ~10.0' 20.0' Gravel. Bmwn fine -coarse sand and silt,little line -coarse gavel.some mite,conerde,wood (fill). Daxk brown silty clay. 3.0.3.s‘e:z'Pvc wen at 20.0'Using: l Threaded Plug 10'Screen,.010 slol 10'Riser 9 Sand.50 1b bay 1 Bmtonite Chips 3 Concrete Mix. Driller:Mi“sch“ Assistant MM Soils Engineer:Km MW“ W ma meimmg lime n mm mu =20.35%.and =35.5w. Sm:Tyne:'Wu Dum‘iy Tomi Foomge: .SSC I BCoredSplil spoonW =Wahed 0-l0lo-io Lamem Camp.Earth Boring 1°“FL