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Home My WebLink About2000-8-8 - 1390 John Fitch Boulevard - Well Completion ReportSTATEOFCONNEC‘HCUT \’‘‘I l -‘DEPARTMENTOF CONSUMER PROTECTwN REAL ESTATE IIPROFESSXONALTRADES DlVlSlON L,WELL DRlLLlNG CCMPLETIONR EPOR'Efi i65Cwlto!Avuun.H'uuord.Conn¢ct|cu 0Ryg pt'm; OWNER WE ADORESS inn In“;'iEag f‘P ‘QEI LOCATION OF WELL ‘mo.‘m (low-v lLotNvmbcIF‘J‘'V 1 9O John Fitch Blvd;South windosr PROPOSED USE OF WELL D DOMESIIC -BUSINE$S ES1ABU$HMENY D FARM E]Liii PUBLIC INDUSTRIAL MR ““5“Monitoring Wells $UPPLY CONOIYIONINO ($36M DRILLING'ECUIPMENI ROIARY COMPRESSED.CABLE OIHER AIR PERCUSSION PERCUSSION (SWM CASING OETAILS ti sebum”owEIER (mm?wEIcnI FEHOOI .IHRUOED WELOLO DRIVE suOE U'ves U no WAs CASING GROUIED’ O YES O No__ .YIELD YEST _‘—‘SAILED puurto warnusz’o un Hov‘ns WIELDIGPHI 'LN“5g LEVEL ywuat mou IMO svRiAct .snmc [swcéfmu ammo HELD IE5"!(mu Dwmol :ombhua Winnlm SCREEN DE‘IAILS W LEuGMoPcu Io Aowr (R m.” “OWE owaiummn F CRAVELPACKED;Dwmwol ”Iwrwynd-goé[Mu GRAVEL§irtmn IROMum)'00.“) DEPTH IROM IANO IO SURIACE IEE'T 10 fEET FORMAI’ION OESCRIPIION Sum uaa towion ol wau wim‘assunua.Io a}um two:~pommnlbndmzm ‘ "See attacIAd Soil Sampling Logs for details . G .l t gIP.x Di.B u yin:uu tum at wmm qepm owing mining.Iisl ulw FEE‘!GALLONS PER MINUYE Wm”tt-...._‘,.. l “HTML co~m£uo Haw!no. 8-3—00 IVER—447 nzclsuumu no. WND .00107 "-‘out or REPORI 8-8-00 u.DRKLERIS'»Ivuu)f r~I O!STR I EUTION:DEPARTMENT OF CONSUMER PROTECTION,DEPARTHENT OF ENVIRONMENTAL-PROTECTION. ?R0?ERTY O'a'NEP..HELL DRILLING CONTRACTOR E LOCAL DIRECTOR OE HEALTH \‘‘i?atc Smne‘d €8,999 Dam Finish £A2_ne Wei 8,.tOfHammeIJ'X !l40 00 Hammet Fall ha-'w Ground Wnet Observuions -Soil Sampling Log «977'»‘:‘éVs a: Guam;i m‘iI.:J\:\\.';.‘Qk-‘J Lu .(‘Qkpg‘ N t a“ A .A .A A A ‘7.673Golden3L-"‘ Maiden,c1 q,“5 PhonelFax 860-64 -304 QW ’Sheet 1 of I Pmj.No. ”wow i0“11%Inhn Fimh Blvd." wtDateTimcDepth Sample:0.0.,.LD‘E 5J3" Of Ri Environmental Remediation,Inc. 87 Chmch St. Gmund Elevation . Holc N0.MW -lEastHartford,CT 06108 CoteCasingSample:BamlType_HsA__..ss_ Siz:LD.g mu 1 5m- Dew-Mowsm SmyleNa,Dava-52th. Type0fs-npk Ma Pa §01 Smh vanity0rwMom homeDungMBa. mid Idmu'hn‘m OfSoiI: Rm Smpln 'FID' Fm T° No Pal Rs0-6 6.12 ma -———02 SS l'.‘l"L.Med.Comp. DIV Med.Comp.Dry Mod.Comp.Dry Md.Comp.Wet Mad.Comp.Wet l5.0‘ Daik brown and. Lit -duk bmwn sand and bn'ck material. Brick,lino blown sand. Lin brawn sum Line btown mu w 3.0.8.,sat a 2'PVC Monitoring Well using: l Thuded Plug lU Saccn,.010 slot 5'Riser 6 Sand,50 lb bags In bug Bentonite Chips l Expandable Gtippet l Lock I Road Box,8" l Conclave Mix i 25'1r I, 2Ai SS ‘z!l 7 2 74'14' $ —-4-6 SS 7 £l a 14‘5" 9. ——6—8 SS 5 5 1’4 24 7" 8 9.19 SS 8 "5 ‘I é Drilla:wAssismnt:Soils En ineer:- WMum-MO’A.Imlz-loMW-w.35xndu35.m Sunple'lyp:Wm'Dens'ny Toml Foomge:'Css -Cued-Split SpamW-Wdwd 0-1010-30 1mMed Coup.Earth Boring Is.o FtUP-UM Woo 30-50 Dane Rock Curing ’Ft. Soil Sampling Log UP-Ulisuubodm __.._a..‘ bate Finish 3 2 n9 gk Wei§n OfHaxnmé ><140 00 GLACIER g DRI LLING Hlmmct Fall l>4 30'i 4" b 78 A Golden A A St. A A ‘ ,‘L..._V Maiden.CT 06450 Gtound Water Obscrvations Phone/Fax 860-6454 304 1 Proj.No. Dunn‘on Offsct Ground ElevationDateTimeDcpdl Sample!O.D.a.I.D.!*5!8—'-— T Of ‘ Environmental Ranediation,Inc. 87 Chumh St.Rolc No.MW -2 East Hartford,Cl‘06!08 Core Casing Samplcr Barn! Type _.HSA.. Sim l-DL.A_uA'__uzx-_ Dy.BdwW SmwleNo.Mnah WOfw mow:Pa 6'0n Sawlc Dam0tCaisin'm Prom:ChuaeMIan. Fieu ldum'ha‘on OfSoila Ruth Smvk No.R.inFrmTo in m2 lz-u 99.SS "8 L.Med.Comp. Dry Mad.CompDry LooseWe: l5.0' Dark brown and. Lit:bmwn mic sand. Lime bmwn -dark brown sand. 3.0.3.,set n 2'PVC Monitoring Well using: l Tlunaded Plug IO‘Saeem .0l0 slot 5'Rise: 6 Sand,50 lb bags 112 has Manna Chips I EMblc Gtippet l Lock l Road Box,8' l ConmmMix u 74'u- #l 1 n'14‘——SS 2 £6$1 é z 24‘Ir33 5 Drillq:- ”“5““:Mum-LanaSoilsEnginecr:JW wwwmm Ink-Io$hmnmammdassm Smvle 1w:CohaYodm Danny Total Footage:css --andSplit Spamw -wdnd o-lo10-30 houseMad Camp.Eanh Boring ”In Ft. Date__.._a..surfed ‘i bate Finish 3 2 n9 Wei§n OfHaxnmé 140 00>< Hlmmct Fall l>4 30'i 4" Gtound Date Time ,‘L..._V Water Obscrvations Dcpdl Sci!Sampling Log Sheet Date Finish 8 um g“Pmj.No. weig:or mmm-JVX 14o 00 GLAcIER g DRI LUNG O ‘A ‘A l ‘ Hammer Fm V bO'24"78 Goldcn St. l__.Maiden,CT 06450 Gtound Wacr Obscrvations PhoM-x 860645-1304 10f I “cation OM Dace Time Depth Sampler O.D.2.LD.1.J8“‘ T Of Ri Environmental 'Ranediation,Inc. 87 Church St. Gtound Eievation Hole No.M!"3 ConCasingSamplclBunlTVP‘——HsA~_.ss_ East Hartford,CT 06108 SimLD.‘m.1 58. new.wowW SmlcNo.mHahn Type0fw‘ GI Saw]:Dmi'y .0tCamimy: MSI:anyMaw Field Maine-non Orsoik Rm Saw No Pa Ru: hflm ToMs12 urn !"!Md.Comp.Dry Med.Comp. Moist Med.Comp.Wd Mod.Comp.Wd ' 15.0 Darkbrawnsandlolnebniwnsaml Lite bmwn mm sand. Litc bmwn 6m sand. Lita cause brown m nae brawn sand. 3.0.8.,set a 2'PVC Monitoring Well using: l 'l'hmaded Plug 10’Saecn,.010 slot 5‘Riser 6 Sand.5O lb bags 1/2 bus Bcmonitc Chips l Expandablc Gripper l Lock l Road Box,8" l Comma Mix !2"w.z 2 24'2'“$7 SS 7 ‘.’3! 1 ’4'2‘.’"9 SS 9."59 1. A 14 £A‘:‘.r‘:2 SS ”11131 WAssismnt: wan mam-snim'M‘infu‘10.2mm-30.35%,md-35§A Wow:Cdia'onm Danny Total Footagc:cSS --andsnix Spamw -Wuhed 0-l0IGJO 1mMod Couw.Ennh Boring I”Ft. UP-UMmu'bd Hm 30'50Doroc Rock Caring 'Ft.Soils Engineer:haw Soil Sampling Log Dal:Finish g _1\1-‘ Wei an torHmJm-J'><J1w ,00 Hammcr Fall ><y 4. Ground Wm Obscrvntions ERCIER"%DRILLING L A ‘A ‘‘A78GoldenSt. Madden,CT 06450 PhondFax 860-645-1304 4f0f _1__ Pmj.No. WW 1390 John Fm Blvd OM Time Depth samplcf 0.D.,I LD.l 5!.3" T Of Rj Environmenml Remediation,Inc. 87 Church St. Gmund Elevation Hole No.ML‘East Hartford,CT 06108 Com Casing Sample:Blnel TY!”_HSA_—‘ss_ SiulD.‘”‘-l 5Q. DeptBdmvSub: Saw].No.MEcv.FL Type0fw m Pa 6'01 Sm):DewyOICuuhMom PmftlcGang:Man. Fidd [maian‘m OfSoil: Rania Smple FIB‘ Fm To rh‘Pm Rec0-6 m2 11.13 2 SS l”L.Mod.Comp. Dry Med.Comp. DIV Med.Comp. Moist Med.Comp. Wet 15.0' Fine brown sand and some brick. Fine brawn sand md some brick. Fine iiw blown send. Fine dark btown sand. 3.0.3.,set a 2"PVC Monitoring Well wing: l Thmdod Plug 10'Saccn,.OIOslo! 5‘Riser 6 Sand.50 lb bags In has Bentoniw Chips l Ewandahle Grippet l Lock I Rood Box.8' l Commie Mix t u-43-..Hf 94 5‘7 SS 9 W3 "3 71',n' 0 1 n n-2’9 SS l 2 ‘.'9 ‘.A 3"71‘ g Driller:- Assismt: Soils Engineer:[W unmodhoFOJOTi,lmle-l02Wgme°Ei35$€md-3550/. Smle'lype:Comm may Ton!Footage:CSS --CordSplit SpoolW -wand O-lo10.30 lameMen Camp.M Boring 15.0 FL UP -Undm'rrbod Hm 30-50 Dune Rock Coring ‘Ft. Dam Started Dal:Finish g _1\1-‘ Wei an torHmJm-J',00 Hammcr Fall ><y 4. Ground Wm Obscrvntions Time Depth Date Smnod 831% ' Du:Finish Wci g.‘Of Hamme 1ml 00 Hmmcrhll l>Q‘l!0‘I $4‘L__;g Ground Water Obsgrvutions Sojl Sampling Log ?‘\GLACIER g DRI LLI NG 78 Golden St.Men-idea,CT 06450Phonall-‘ax 860-6454304 Shoat 1 0f l Proj.No. we.lion 0%:tDateTimeDcpth Sampler OD.2.LD.l 5A? T Of Ri Enviromnental Remediation,Inc. 87 Church St. Gmund Elevation Hole No.W -‘ East Hartford,CI‘06108 ComCtsingSamblctBarre!TY?“—HSA—_.ss*g Sizz l.D.‘m.I 5,8 . 0a.BdawSub Saul:No,mBev.FL TypeOfw “monk 6'0n Supt:Dmy0rCwMom Ml:CM;Dw'hEa. mid [daumuu‘cn OfSaiIs mks Smple N¢Pal RurunToMHz[i243 I}:ss—Med.Comp.Dry Mod.Comp.Moi“ Med.Comp.Wa ~8.0‘ l0.0' 15.0' Modium -Ella dark gcy sand.m mvel.brick menu. Modium -m bmwn and. Medium~mbmwnwkmdmdsilt Medium -$1:brown sand,m com sand,vay (inc gravel sud silt. 3.0.3..so!u 2"PVC Moniton'ng Well using: I Threaded Plug 10 Sm..OIOslot 5'Riser 6 Send,50 lb bags m bag Bemonite Chips l Expandable Gn'ppet l Lock l Road Box,8" l 1/2 hugs Conctete Mix _!041 I rI. 2 14'J"54'SS i5 5 I 3 5A'l')‘79 —9 V Drilla: ““5““:Soils miramdmmo'xlmk-IOMm-znzmwu 35.50% W Samplec-owed Type:w -wmcd Wo-lo Laue ‘Duu‘uy Tonal Footage: W ss -Spin Span lo-ao Med Camp.Ennh Boring ‘50 Ft. UP-W Mon 10-50 Dug:Rock Coring ‘Ft. -Soil Sampling Log Dam Smbd.gauge ‘5m 1 or 1 ’Dm Finish ''\?‘\ Wei sh tOfHamme 140 00 t ‘A A .A 5 ‘ Hammerl-‘ul VbO' ‘4'7SGoldcnSt. __J L_.‘Maiden,CT 06450 Ground Wm Observations Phone/Fax 860-645-1 304 Pmj.No. Location OfEct UP -Urdinn'bed him 30-50 Dune Rock Coring 'Fl. Date Timc Dcpth Simple!0D.2.LD.u «g- T 0f ‘ Environmental Remediation,Inc. 87 Church St. Ground Elevation Hole No. ComCasingSample:Band Type _BSA__._ss_ Sim u).4 .a._um._ East Hartford,crowns DeptBdmW Suwl:Nolwasaev.FL TypeOf8min 1cm Per 6'0:Suwh Dumy0OI“ Mam: Pmlil: ChmMan. Fiddxdani 5m 'orsoih Rm ,Sunk No Pm Ra:Fm T2 o6 H2 1N8 9-2 SS ‘.'‘!Med.Comp.Dry LooseMoist Med.Comp.Wa -3.0' l4.5‘ l5.0 FELMMmmwm-mmchangcdtobmwu-mishsmd,W grave,cobbl. l Medium -£11:bmwn sand.mac gravel,moo black :sh,trace silt, knee eoaxse send. Coane -medium brown and,Ene gavel and silt. Chy leyet. 3.0.3.,set I 2'PVC Moniton’ng Well using: l Threaded Plug W Sween,.0l0 slot 5‘Riser 6 Sand,50 lb bags U1 bag Bemonhe Chips I Expandeble Grippet l Lock l Rmd Box,8" l m bags Comm:Mix l 24'12' 2’ 7 24'24'S 7 SS S 3 MA 1 1 74'u-?9 SS S S '.l., Drilla': MM“SDllS_—3“‘°‘En .Wr.m mama-0.10%.Imle-Iommsnas’saud-3s.mSmvleTyp:Cohea'onlaa Dusky Total Footage:_css-sgruswan-(and w -Warm 01010-30 laneMu Cary.Eanh Boring 15.0 Ft. -Soil Sampling Log Dal:SW g w Date Finish E‘\ Wei Q tOf Ham '140 00 GLA¢IER 4g D RI LLI N G A A L A A A A Hamyjcr Fall ><I 34"78 Golden St.w Meridcn,CT 06450 Ground Wazcr Obsctvaions PhondFu 860-6454 304 Pmj.No. [mention OM Ground Elevation Holc No.W 1 Date Time 'Demh Sun Icr 0.D.u LD.53L— T 0f Ri Enviromnental Remediation,Inc. 87 Church St. East Mord,CT 06108 ComCnsingSample:Baml TYP°“usin—__SL SiulD.q m.-l 5W. 0:1BelowW Sun-wkNo.MEu.Ft. Type0fw Blown Per 6'Oi Suwle Mtyo:CainNoam PramsCWDankEa. Fiald wanmmim OfSoib Rumh .31mph FIE' No.Pen RanFMTo 0-6 Hz In: 2 $3 2 2 3 Loosemy Med.Comp.Moist Med.Comp.Wet 3.5” 15.0' Asphalt.Fill,medium -he brawn -dark sand,tuck wants,brick hymn. Mcdium -he brown sand,£ne gravel,mo:silt. Medium-0nebmwn-gmynnd,mceeomeund.uwcsilt 8.0.3..set a 2"FVC Munitoring Well using: l Thleaded Plug 10 Saeen,.010 slot 5'Riser S Sand,50 lb bags ll2 bag Bentonite Chips l Expandable Grippa l Lock l Road Box,8' l Concnu Mix n u-n--'1 o 'u'u-l l 2!,l 1 9m 1m33‘3 9 Driller:pomuu med W QW'A lmle-lam m -N.3S'/..ild -35,5(M Assistant:Soils En ineer:-Sumle‘lype:CMonla Dens'ny Total Footage: SSc --CoredSplit Smw -Wdled O-loloan hasMed Canp.Earth Boting no Ft.Rock Coring Ft.UP-UndisuMPm‘an nSODuue Soil Sampling Log Date Startéd -—8~2 Date Finish CIER ERIDRlLLlNG’‘Weight omammc ><r l4o ikoo € A A A A A §‘ Hammer Fall .4.78 Goldcn St. Meriden,CT 06450 Ground Water Observations Phone/Fax 860-645-l304 Sheet Ju—Of J—:1 l‘:L.L : GbNHEG'I\‘-[1i&'oj.w.i‘No. R E &,oc§gnp r :r {3%gghnEDm'cg 1v Blvd Aug I G l .13 .i OEset Ground ElevationDateTimeDepth Sampler 0.D...I.D.5/8" T 0f Ri —Moumed~kig—:D40 Environmental Remediation,Inc. 87 Church St.Hole No.MW -l East Haitford,CI‘06108 CoreCasingSamplerBane'Type __HsA_SS... Siu LD.4 ”y 1 5(3- Dqx.BelowSwhe l we ‘Type Blm‘l’a 6‘0n swig Dain'ty lPmlilcChum Hev. Ficld Idcminution OfSoils Rmh Surpla No. Beth 0fwe o:Can'stMain“No.‘Pai RuFrmiTo 06 m2 Iz-la ,_9.;_‘7 12 w Med.Comp.Dty Med.Comp.Dry Med.Cop.Dry Med.Comp.W’a Med.Comp.Wet 15.0‘ Dmk bmwn sand. Lite -dark brown sand and brick material. Brick,tine brown sand. Lite brown sand. Lite brawn fine sand. 8.0.8.,set a 2"PVC Monitoring Well usmg: l Threaded Plug l0'Screen,.010 slot 5'Riser 6 Sand,50 lb bags 1/2 bag Bentonite Chips l ExpandableGripper I Lock l Road Box,8" I Concrete Mix 24"l8“ 17 24'14"2-4 SS ll !"~8- 94'i6-4£SS "8 ‘ 9. n'1"”6-8 SS 5 5 ’.' i 24'74'3 '.’‘K Dl'lnai WiAssisllnt:W nimsuseduauamoA-.Iinle=inc-Amwosmmdaim Smple Type:CohaJonlm Density Total Footage: gS-fgmiSpom W -wand om10-30 umMed.Camp.Earth Boring 15.0 Ft.Rock Caring Ft.UP=Urdistnbed Piston 30-50mm Soils Engineer:1W Soil Sampling Log Date Smrted ,Sheet _]Of ] Date Finish 3-2—1” Weight Ofmmme ><Loo GLACIEniDRlLLING§‘~\ LocEE:&. ca‘rfNT—B—— T."‘Div140 HammerFall ““130 H 4'78 Golden St. L ‘L A A A A Ground Wale; l ._J Observations L_V PhonelFaxMeridcn,860—645-l304CT06450 Am;Iu'n l 19 FE '00 05setDateTimeDepth Sampler 0.D.an l.D.l 5I8' Typc Of NEWk—Moum ed~R-ig—:Déo Environmenml Ranediation,Inc. 87 Church St. Ground Elevation Hole No.,MW -2 CoreCasingSamplerBarrelType_HSA~_ss East Hartford,CT 06108 Sizc LD.4 ”4-1 53- Dwa.Bdow5m SmlcNo.MRev.FL TypoOfW Nom Pa 6'Oi Smle Dam‘tyOzCmMoisme Field ldum'fiwion OfSoils Smple ’flb' Fran To ‘é‘i’f Emmi:No.Pa:Rec0-6 5-11 '12-18 9-2—SS 7 3 'Med.Comp. Med.Comp.Dry LooseWa Dark brown mud.l 24'12" 5 7 SS 2 4 5 a 74*Id‘5 Lite blown fine san¢ Lite brown -dark brown sand."9 SS 3 3 ‘1 24'IR" 8.0.3.,set a 2'PVC Monitoring Well using: l Thunder!Plug 10'Screen,.010 slot' 5'Riser G Sand,50 lb bags la bag Bentonile Chips l Expandable Gripper l Lock l Road Box,8" l Concmw Mix l5.0' Drilldi WAssismnt:Soils En ineer:. Propom'nm wed um:Q I Wo,liil:=I0.2Wu.son::NJS'A,md=35.WA SampleC-Cored Type:w -Washed O-loCelia lame 'onlus Density Tom]Footage: SS =Earth Boring 15.0 Ft. Dale Stal'tcd .8i2_99 Gl’ound Watel’Observations Son Sampling Log / AA""‘ 78 Gulkn SLMaiden,CT 06450Phone/Fax 3604454304 i8 l 19 l’H 'UU‘Auc Sheet 4 of Proj.No. _1__ RWJU ‘ iwL‘’ Ro'waWB‘-'1396xohn£ f kGLAclikgDRILLINgpem‘Date Finish‘wgeigmomammo 00no>6 Hammer Full ‘[X '‘24" L—‘L__. Date Time Depth Samplct 0.D.2.LD,i.J8"‘ TyPe 0““8 wok—immeaigz—usoF Environmental Remediation,Inc. 87 Church St. Ground Elevation Hole No.um;a ComCasingSamplerBarrel Sm LD.——4—u4!-_—l—5&—' East Hartford,CT 06108 Dept.Beiowsin-he SuwlcM.[wasEev.FL I'Type0fsum W01Sumle DaisityGCau'dMoisum PmEIeChaneDamElevi Field Idenxincatim Of Soils Rm Smwle FIE- Fm To No Pm Ree0-6 5.12 1M3 —0—2 SS P Med.Comp.Dry Med.Comp.Moist Med.Comp.Wet Med.Comp.We! . 15.0 Dark brown sand m lite brown sand. Lite brown nu:sand. Lite brown tine sand. .Liteooarsebmwntulinebmwn sand 3.0.3.,set a 2'PVC Monitoring Well using: l ThreadcdPlng 10'Semen,.0l0 slot 5'Riser 6 Sand,50 lb bags lfZ bag Bentonit:Chips l Expandabie Gripper l Lock l Road Box,8" l Concrete Mix l ”4"l5“E l K SS ""8 a 34-30'...8E 7V9 SS a '.’5 1 34"1A“., i942 SS 4 24'24' Driller:- Assistant: was used we:om.lime=1012075.some =20.35%.md=EEKW. Smwc‘l‘yw:c aComd w =wished Cohu'onl&o-lo Lowe Danny Total Footage: SS -Split Spam loao Mad.comp.Earth Boring lm FtUPtUrdismrhdPiston30-50 Dane Rock Coring Ft. Soils En ineer:t Soil Sampling Log Date smmd ,g‘m Date Finish /(\ GLACIER £DRI LLIeight0fHamme14000 Hamgcr Fall IXbO'I l 24"78 Golden St. l A L L ‘A ‘ l—Meriden,CT 06450 . Ground Watcr Observations PhondFax 860-645-804 hut}N ;Sheet _1__0f _!_w i;" kw F “A i,L. n V ‘VPmj.No. a ‘1-9 ' mset Date Time Depth Samyler 0D...ID.Ig- T OfRi mk—Moumed-RigrD‘w Ground ElevationEnvironmentalRemediation,Inc. 87 Church St.Hole No‘MW -4 Core'Casing Sampler BarrelBas:Hartford,CT 06108 TYP‘_aSA.ss._ Sim LD.a “4n I sm_ Dqn.Beluw8m SmleNo.W53w.Ft. Type0fwc W01Suwle Density0rCmMoisture Prom:Clmg:MEar Fidd ldmh'ncatim OfSoils Smlc ID No.Pm RmFmnToRamrks0-6 5-12 I2-18 92 ‘—ss 42 L 24 Med.Comp.m Med.Comp. Dry Med.Comp. Moist Med.Comp. We! 15.0' Fine brown sand and some brick.I y-gn-,l 1 9 u-7m51SS9a'.'Fine brown sand and some brick. 9 1v ‘Fine lime brown sand.1 9m 92' ‘ A 94'7v9!!!~88 7 9 ‘.Fine dark brown sand.S 3.0.3.,set a 2"PVC Monitoring Well using: i Theaded Plug 10 Screen,.010 slot 5'Riser 6 Sm 50 lb bags U2 bag Bentoniro Chips l Expandable Gripper l Lock l Road Box,8" l Concrete Mix Driller.mmASSiSEnt:WSoilsEnginoer:1m sum ms uscd ms aim Imlc=10.2mm=mas-vs.and =35.50% Snnple Typ:Cohm‘m Deroity Total Footage:C =CuredSpin Spamw -wind mo[0—30 luauMd cm.Enrth Boring '5‘0 Ft. Soil Sampling Log UP-Undishuhed Piston 30-50 Dase Dale Stan‘ed 5400' Date Finish é‘x Q \i¢IER 4 D RI LWeig_h t OfHamme 140 00 €;V ‘I ir A ‘A A ‘A A Hammer Fall 0.4‘78 Golden St. Ground Water Observations PhonelFaxMeriden 360445-1304CT06450 AUG 18 Sheet I or _l .L Q t'‘1‘-’" ‘'x,Pmj.No.NNH}_-'IvgfoFWammw l 19 f-'[m Ome Gmund ElevationDateTimeDepth ———-~8:0' Sam lcr 0D..LD.5/8“ T 0f Ri melt-M Enviromnenml Remediation,Inc. 87 Church St.Hole No.“w e East Halford,CT 06108 CoreCasingSamplerBarrel TY”—Hs.4,_SS— Si“”1.4414"—4&8—“ Dqx.BelmvSur$ee SmleNo.new:awn Type0fs-nple '0owsl’er6' 01 Sample Dually0rCau'stMnimne PmEleCwMaev. rigid ldmtmwion orSoils Rmwlu Smle W No.Pm RecF?"T“as 512 112-13 9 51—“;Med.Comp.DU Med.Comp.Moist Medium -fine dad:my sand,tim gravel,brick hgmems Medium -line brown sand. !2"£8' l W2 24'W5‘.’SS 5 é 4.; . Med.Comp.Wet ~8.0' 10.0' 15.0' Medium -me bmwn dark sand and silt Medium -fine brown sand,um coarse sand,very line gravel and silt. 3 ’l“!2'l 9 Q l 'B.0.B.,set a 2"PVC Monitoring Well using: l Threaded Plug 10'Screen,.010 slot 5'Riser 6 Sand,50 lb bags 1/2 bag Bentonito Chips l Expandable Gripper l Lock l Road Box,8" l 1/2 bags Concrete Mix Driller:mm."“5‘3““:WSoilsEnineer:- pmponims med mee=0.10%.mae=10.2w,m a 20.3575,and =35.50'7.’ Smle Type:Coha'onl&Danny Total Footage:-£§$il$ww o-loloao LooseMed Cm.Earth Boring 15°Ft. Soil Sampling Log Dane Smned 3 Da‘e Finish 3 ' Weight 0f Hmme 140 l oo Hammet FQ ‘LO'I £4” Ground Date Time L——' Water _——’ Observations Depth Dane Smned 3 Da‘e Finish 3 }M Weight 0f Hmme 140 l oo Hammet FQ ‘LO'I _£4”L——'——’ Ground Water Observations §(\GLAcIEIl g,DRI LLING‘ ‘l A A ‘A A78GoldenSt.Meriden,CT 06450 Phone/Fax 860—6454 304 A RE &_ L6:wk“ '"!13.b ‘00 Date Time Depth Sampler O.D.2n l.D.1 5/8" T Of Ri Mommgw Environmental Ramediation,Inc. 87 Church St. Ground Elevation Hole No.m;6EastHartford,CT 06108 Casing Sampler €212;Type _HSA__.._ss* Size I.D.AJL41.1 5m" DeptBeluw5m 15m»:‘TypeNo.0f Blows Fa 6'0n saw:‘Damy0r #lb‘hunk Field Idamneuim orSoils SmleGmge'Dupesan.FL saga:Fm T°cwMoinme GmgeWhElev.Rm:No.Pa:Reco6s-Iz p248 5&2 SE.'.'9 7 Med.Comp.Dry InoseMoist Med.Comp.Wet ~8.0' 14.5' 15.0' Fill,m bmwn medium -Sue sand,changed to brown .mnish sand,&nc grave,cobbla. Medium -fine bmwn sand,fine gravel,moo black ash,truce silt,me warse sand Coarse ’medium hewn sand,Sn:gmvei and sill. Clay layer. 8.0.3.,set a 2"PVC Monitoring Well using: l Thread$Plug 10‘Sweet),.0l0slot 5'Riser 6 Sand,50 lb bags In bag Bemonitie Chips l Expandable Grippa' l Lock 1 Road Box,8" l In bags Concrete Mix l 24“l2“7 5 '.'£8 5 3 4 2 24"?4'‘ #49 SS 5 5 ‘.'1 14'l4'’1. l E i I Assistant:Soils Engineer:‘mm poniansmed Wain/g Inna:iozvam=m3mmd=m SmleType:waiving Density Total Footage:,C $ =.Cmds\:r°;w.shnd =§Jprlllismrbed Piston 0-10 mso1Mo Lame DaneMed Camp.RockEarth CaringBoring 15.0 Ft.Ft. Soil Sampling Log UP u Undinubed Piston 30-50 mse Rock Caring Ft. Dam Staf‘éd _8-_3_oo Date Finish 84m £‘\ Weight 0fH_amm'J ><i4ol i £00 GLACIER DRI LLIN A ‘A A A A ‘ Hammer Fall 0.Z4“78 Golden St.L—J Meriden,CT 06450 Ground Wuter Observations PhonelFax 860-645-l 304 Sheet 1 0f 1 E E'1 ‘i "Z‘"‘1'?Jl NOC‘4 It:l‘i t C '|i u E &Bo’ch‘ti3 '1'3:c 3"; Ate I ' Uq iu -u o i u i 'uu OEsct Date Time Depdi Sam let O.D.n LD.ml .31”(”“3 mkMMg$w— Ground ElevationEnvironmentalRemediation,Inc. 87 Church St.Hole No.mw .7 East Hartford,CT 06108 Casing Sump !er CoreBarrelTypeas;._ss_. Si”1-D-_4_u4_"_Lm“_ Dept.Belowsm SuNr:le wBeth. T3? SW“L GI Smule l Digry Plum:l Fidd lamination OfSoils Suryle CumMaia-n Cl‘angeDav“!Eev.Ranks No.Pm RecFrunToMi54212-i’s ~——0—2 S5 !2 3 Loose DIV Med.Comp.Moist Medi Comp.Wet ‘ 3.5" 15.0‘ r Asphalt.Fm,medium -tine brown -dark sand,rock hgmmm,brick hgments. Medium -fine brown sand,tine gravel,trace silt, Medium -tine brown -grey sand,uace coarse sand,trace silt. 3.0.3.,set a 2"PVC Monitoring Well using: 1 Threaded Plug 10'Sween,.0l0 slot 5'Riser 5 Sand,50 lb bags 1/2 bag Bentonite Chips 1 Expandable Grippa 1 Lock l Road Box,3" l Concrete Mix 1 34'n- 7 a 34-Ig'5a cc ! 1 74'm-79 SS 2 3 r9,9, Driller: ASSIS‘m‘i WSoilsEngineer:1 m;shin-r Pmpm'mw Worm,hale:10.2mm -20.35%,md =35.50% SmleType:Cohm ‘um Dusky Total Footage:CSS -‘CoredSplit SwanW =Wnhed 0-1010-30 lameMae Comp.Earth Bm‘ing [540 Fl. Dam Staned Date Finish Weiglt Of Ham ,1m)i oo Hammer Fa“[[M EO' Gtound Wat“Obsetvaiions '1 J14"AAAQADI 78 Guiden St. Phone’Fax Meriden, 360-645- CT 06450 l 304 m;.Ib LE. 0m Sheet Pmj No. nori"Ijm ‘lolm FmhBl _1__0f _1._ Guam {Smuwg‘on ~01;mum}:«n‘c Soil Sampling Log Date Time Depth 8.0—'— Sampler 0D.3.l.D.‘5l8' Iype 0f Rig __-rmmoumi'g_D-:50~ Environmental Remediation,Inc. 87 Church St. Gmund Elevation Hole No.R .8 CoreCasingSamplerBand .Type _aSA_._ss__ Sin l-DML _uzx"_ East Hartford,CT 06108 i i Dept.Below8m SmleNo.wHcv.rt. Typeorw: *W 0n Slnwle Dus‘tyorCamMoisun hail:GinnyDupli-Ea. Fwd Idcmirim'm ofSoils Ram Smle Nu.Pa-RmFmTo 0.6 s42 12-13’ 9 2 $S-Med.Comp.Dry Med Comp.Mom Med.Comp.We: 3" 9.0’ AsphaltFill old eonwete brick,medium fine brown mush sand medium to he gavel tin:cobbles Medium -tine unish -brown sand,tine gavel. Medium -m yey sand,tine gavel. i 74"IAN ’3l 9 04'n'—é~7—'5 4! 1 n'on7“SS A 5.9 8.0.B.iI Driller:Assisnrl‘lSons Engineer: Pmpmims med W OJmG.linle loam,some =w.3S'/;md =35.50% W SmleTc-Cuedwa'=Wuhcd 0-[0CMonl loosea Dms'"y TotalEarth Footage:Boring 9.0 Ft.1mm ss -Spm spom maoMed Cunp‘ Soil Sampling Log Dal:Started .—8-3-00 Sheet .1-Of _L_gk 3.:.-- Lm GLA‘IER i D R'LL!NG R El§w%lé‘~;;:;im:C R k F n Pm;N .0 agwéh‘?m'klaivd. Date Finish 8__L,n9 WciQt OfHammeI ><!l40 Han'xmetFallJ XE”H l 4" i 78 Golden St. J A A A Q ‘A Ground Walet Obsetvnions Phone/FaxMaiden, 860-645—1304 CT 06450 Auc i6 i 19 FF:'00 OEsetDateTimeDcpih Sampler O.D.2-LD.l Sis" T Of Ri New ': Environmental Remediation,Inc. 87 Church St. Ground Elevation Hole No.n -o CoreCasingSamplerBarrelTYPE143;;—_ss_ East Hartford,CT 06108 SIR I‘D;4 ”‘n i smn WDemBelowW Ismple-‘TypeNo.or Wo15mm Density0rCamiMoisw: homeChng:MEev. Field [damnation orSoiIs Rm Surple DevanEeviFL Sample F To Nu ‘Pm mac06$12 12-18 Med.Comp.Moist Med.Comp.Wei 2.5' 3.0' Asphalt.Fill,medium -fine dark brown sand,wood,brick,rock hmenw. Medium -he brown sand. Medium -he brown sand,trace silt. Medium -line brown -grey sand,trace coarse sand,fine gravel,silt. 5.7 SS 5 5 S i 14'4ml- 7-9 SS 9 2 3 VJ 7 '31"'.' 9.0'8.0.8. Driller:In;adAssismt14mmSoilsEngineer:[aim Promote mad ms o.IVA—.h‘a‘e :10.20%,some -20.35%.and -35.50% Sanwle Type:Comm-11m Dmsiiy Total Footage:c -Cored w aww olo Laos:SS 3 Split Spam 10-30 Mei Camp.Eardl Boring 9‘0 Ft. Soil Sampling Log Date SmnEd 349“'Sheet _l 0f 4’EE'C "‘f£«\Guam DRILLM *é OFBaéa‘n Date Finishw Wemht OfHammeJ Vino l 00 Hammer Fau IXLO [J 24' A ‘A A A A7sGoldens:l__J L—Menden CT 06450GroundWaterObscrvationsphone/Fax ms-nm Au; "V Date Tim:Depth Sampler 0.D.2..ID.l 5l8" TYP°“R33 Wawmm-so— Environmental Remediation,Inc. 87 Church St. Ground Elevation Hole No.Blew Cuing SamplerType35A_ss East Hartford,CT 06108 DeptBelow5m San-ml:NatnevusEw.FL TypeofSample 7W 0n Sawle Dmsity0rCam‘stMm-.m ProfileChnyDepthEwe Field ldmmimim ofSoils l SmlcFmT“RmluMm2ms 9 2 SS l 9 4 Med.Comp.Dry Med COmp.Moist Med.Comp.Wet 2.5‘ 9.0' AsphaltFlll medlum tine brown sand medmm tine gravel buck,cobbles Medium -fme tanish -bvown sand,trace coarse msty colored sandandtinegavel. Medium-noeyeysandJ'mediwndarksan¢vety tinegravelandsilt 8.0.3. F i a A.g 2" 5H!9 l l 2 24'l8“l" 9 9 7 1 ’d'1055 DnllaAsslsmnt MwiSmlsEnmeet:- humansmdmo IOWImle=1020A some mssv.and 35 50%SmleC-Cored T W =Wdicd Cohwonlaa Density Total Footage:O-lO LoweISS=Earth Boring 9.0 Ft. Soil Sampling Log Dal:Smned 3,34m Date Finish M Wei gx tOfHamme 140 00 Hammet F3"IX 'I llvL.....__‘_J Gtound Watet Observations GLAcIER i DRI LLIN QlAAAA‘‘78 Golden St.Meriden,CT 06450Phone/Fax 860-645-1304 Sl‘we!_l_0f lRE.C:.,;"._ Eg‘wn‘m”“ii-"ta.H:.H -{r’?_'fxvEgg».h L Ci No. i"-'-' Au;i6 a 15-l’k‘‘30 mtTimcDepthS _.PSam 1cr 0.0.,.u).!5!? Type 0f Ris Tmmmwso— Environmental Remediation,Inc.Ground Elevation 87 Church St.Holc No.n .nEastHartford,CT 06108 CoreCasingSample:BarrelTY!”HSA__SS Sim i.D._4_m_.45/8!- Dcpi.Below5m SuwleNon Damcv.FL TypeOfsample BlowsFas' OI Smyle Duw'ly0rCantuMomma honleClunyeDav“!Bcv. Field ldmu'limim ot'soi‘ls Ram; Smple W Fm T°r No.Pen Ra:M Hz 114‘s“ N’S“9 ‘3 Med.Comp.DU Med.Comp.Dry Med.Comp.Moist Med.Comp.Wet 8.0' Medium -tine brown and,madium .tine gmvcl,brick,rockngamcms. Medium -fine brown sand,very fine grvel. Medinm -tine drk brown sand. Black ash and silt. 8.0.3. i 'm u-'! 2-4 h 'l K 5 9 u“m“n 4A6 'A‘S 5 9 !"3 u-oni 5-“SS !,!"1"29 4 74'74" Dtillor:Tm“Amsmu mumSoilsEngineer:[m ens used um:0.10%,link =10.2w;some =20.35%,and -35.50%Suwle'l‘m Cohn'unlus Denny Total Footage:.3?“..m.c :Caedsw -ww m 010 IoaoMed. [me Camp.EarthRock CaringBoring 3'0 FtFt.30-50 Dame .‘Glacier Drilling,LLC P.0.Box 91 88 Bolton,CT 06043-91 88 coHrlnVQlCe 8I8l00Al I P l “91%'nn 211*~i V . 001 015 006 201 202 205 501 502 206 503 504 510 508 Truck Mounted Rig I 2 man crew Mob &Demob chargeDemoSawchargeIday Threaded Plug.2"PVCScreen.2"PVC,.010 slotRiser.2"PVC I0.Sand.50 lb bag Bentonile Chips I bagExpandableGripper.2" Lock Road Box,8"Cement MixBlacktopPatch 2 2 2 7 70 35 41 4 7 7 7 8 1 1 050 OD 50.00 6.00 4.00 2.00 9.00 17.50 18.00 10.00 55.00 7.00 12.00 2,100.00 0.00 100.00 42.00 280.00 70.00 369.00 70.00 1 26.00 70.00 385.00 56.00 12.00 For work accomplished at 1390 John Fitch Blvd,South Windsor.CT on 8/2 &8/3/00. Project Engrg.:Lori Stacker Subtotal 3,680.00 ,Glac‘ier‘Driuing,LLC P.O.Box 9188 Bolton,CT 06043-9188 '-IDATE' 8/8I00 Invoice 1104 ..‘‘ ''1 'INVOICE#'‘. .‘'DUE-DATEu P.O.,NUMBER‘ 9/7/00 ITEM DESCRIPTION ‘.QTY 'RATE i -'AMOUNT ~_>-; 001 015006 201 202 205 501 502 206 503 504 510 508 Truck Mounted Rig I 2 man crew Mob.8-Demob.chargeDemoSawchargeIday Threaded Plug.2"PVC Screen.2"PVC,.010 5101 Riser.2"PVC I ft. Sand.50 lb bag Bentonite Chips I bag Expandable Gripper,2" Lock Road Box.B" Cement Mix Blacktop Patch 2 22 770 3541 4 7 7 7 8 1 1,050.00 50.00 6.004.00 2.00 9.00 17.50 18.00 .10.00 55.00 7.00 12.00 2,100.00 0.00 100.00 42.00 280.00 70.00 369.00 70.00 126.00 70.00 385.00 56.00 12.00 For wont accomplished at 1390 John Fitch Blvd.South Windsor.CT on 812 & 8I3I00. Project Engrg.:Lori Stacker Subtotal 3.680.00 0%Tax TOtal ‘‘3,680.00-