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HomeMy WebLinkAboutWell New 1390 John Fitch Boulevard } STATE OF CON NECTICUT DEPARTMENT OF CONSUMER PROTECTION ? REAL ESTATE&PROFESSIONALTRADE:S DIVISION„ WELL DRILLING COMPLETION'REPOR .�nj;`_f,•;• 163CapltolAYcauc,Hartlord.Conncctlwt OW& PRO; K F'tGi: fit. OWNER sw' ADOa $$ LOCATION !NO-i ff"q /1 (Lai NumOer '' OF WELL 1490 John Fitch Blvd: South Windosr DOMESTIC OU31NE33 FARM TEST PROPOSED E3TABLISHMENT 0 WELL USE OF WELL Q PUBLIC INOUSTAUIL AIR © OTHER Monitoring Wells SUPPLY COHOITIONIHO ORILILING ENT Q ROTARY a AIRERCU33109 PERCU3510H (MPRESSEO. CABLE H(SER pecify) peWY) CASING t a ►+lt**u OtwAI R(M-46) WEIGHT PER 100 TNREADEO YvEl0E0 N N WACASINGCROUI 011 DETAILS 0 Q O'YEs ONO O YES O NO YIELD TEST Q OAILEO a ►LIMPED OUPAESSEOAIa OUR IELOIWPM) • WATER IoLASVRE FROM LA.40 SURFACE•S A tSp*ey I.ell DURWO YIELD I ESTpeel! Dom of CompNt+a wee n trot LEVEL SCREEN DETAILS UOT SIZE W+ R(nu+e+) IF GRAVEL Ownew Owes RALSlewh. 1 RMe 10116*+1 PACKED: Kkna rove004 lan.l DEPTH FROM LANO TO SURFACE FORMATION DESCRIPTION Skew►exact WWA of woo wiu►Oiiunus.to aI kasl Two FEET TO FEET petntaMnllarWntarka *See attached Soil Sampling Logs for details. 1rl isy T e s I! t t X� � � yet• If TKk.q+ke1e0 at 044(ont oePVU OUM9 o+�A.Gal below FEEY GALLONS PER MINUTE f CwlE 1r4tt CpwatElEO PERMIT 140. RECiSlRA110NN0. OAlE 0 AEPOA! tt ORRtEA ISry +wl 8-3-00 WCR-447 WND.00107 18-8-00 DISTRIBUTION: DEPARTMENT OF CONSUMER PROTECTION, DEPARTMENT OF ENVIRONMENTAL- PROTECTION. PROPERTY O'-%'NER,HELL DRILLING CONTRACTOR 6 LOCAL DIRECTOR OF HEALTH. r Soil Sampling Log `t Date Started $i1�90 ` ti G `''E� �� Shot LOf L K t� &ft Finish GLACIER �ILLIN �' No. Wei t Of Hamm 140 00 � © n t 300 Inhn Firth Blvd Z516Hammer Fall 1 4" 78 Golden St 'V ` Meriden,CT ¢�, South Windsor CT Ground Water Observations Phone/Fax 960-6431 304 Offset Date Time Depth Environmental Re mediation,Inc. Ground Elevation 87 Church St. Hole No. MW.I East Hartford,CT 06108 COfe Sau�rkrO.D. �. I.D. WSW Casing Sampler Barrel Type HSA sc TYPe Of Rig Trrair mo1�Rig;D40- Size I.D. 4 va- I sat■ DVL s-k onswr* t Of �y FiemIde,ur�txsoits S-Vk Odm svfm Dgdr S_* Fran To Comist DW& Renmb Elev.R eb !2 Ib18 M.W. B". No PM Itw Mod.Comp. Dark brown sard. Dvy Mod.Comp. Lite-dark brown and and brick material. Dry Mod.Comp. Brick,fm brown sand " MY Mad.Comp. Lito brown send Wet Mod.Comp. Lite brown fine sand Wa . 15.0 B.O.B.,set a r PVC Monitoring Well using: 1 Threaded Plug 19 Screen,.010 slot S' Risar 6 Sand,501b bags iR bag Bentouhe Chips I Expandable Gripper 1 Lock 1 Road Box,8" 1 Concrete Mix Driller: u.,,:"Rwa trsoe %IIIIG -10207Gw=-10.35 -35. Assistant a�a"n S-VUTrpo. C4mWfdmDway Total Footage: Soils Engui mr. C-Corod W-Washed 0-IOLOM E�Boring 15.0 Ft. SS-Split Spoors to."Mod Cane. uP-UrdizkAWPistm 30•50Deme Rock Coring Ft. Soil Sampling Log Date SWI;d J,nn Sheet J_Of I r Date Finish . Proj.No. Wei t Gf Ham ,dA GLACIER DRILLING Ltx�atloa 1390 In Fitch Blvd_ Hammer Fall4- 79 Golden St. Smith W:n&nnrXT Meriden,CT 06450 Ground Water observations Phone/Fax 860-645-1304 Offset Date Time Depth FAvironmental Reme&tion,Inc. Ground Elevation $7 Church St. Hole No. Sampler O.D. I.D. 13l8• EeSt Hartford,Cr 06108 Core Casing Sampler Barrel Type -_USA— _,SS_� Typo Of Rita Tfwk Mounted Its D-50 Sizel.D. aria■ t Snt■ DWI- S-vie Type On Sample Danity PM61e Fiddldoai6WimOfSoib jNoRe�c BdM Of or swfim ��ySoq* From o .Canis Deph Romeo Ehsv.FL 06 12 12 16 Moittwe ELM re ftl 01 to Med.Coal. Dark brown sand. DlY Mod.Comp. Lite brown fine sand U4 IA' Dry Iaoso Lite brown-dark brown sand. Wet • 15.0' B.O.B.,set a r PVC Monitoring Well using: 1 Threaded Plug 10' Screen,.010 slot V Riser 6 Sand,50 lb bags 12 bag Bentonite Chips 1 Expendable Grippa 1 Lodz 1 Road Box,$' 1 Concrete Mix Driller: u...: A.11 Froporoarn vv—w aimlin -10.203kvome-20.35% 35.M Assistant: -- C,„n S-PleType: cdamwdemDanity Total Footage: Soils Engineer. C-C ed W-Washed 0•10 Loose Earth Boring ts.0 Ft. SS-Split spoon 10.30 Mad.Camp. UP-undi k� Piawn 30.50 Dew Rock Coring. Ft. Soil Sampling Log Date Started 3�9A Sheet -t_Of �-- Date Finish Proj.No. Wei tofHatn taA GLACIER"DRILLING Location " 3AOJeha Fitch Blvd Hammer Fall 4" 78 Golden St. South Windsor,CT Meriden,CT 06450 Ground Water Observations Phonc/Fax 860-645-1304 Offset Date Time Depth Envirolmnental Ranediation,Inc. Ground Elevation 87 Ch=h St. Hole No. , 4W-3 Core Sampler O.D. �. I.D. 1-sl8"— East Hartford,CT 06108 Casing Sampler Barrel g Type —„�- -tee Type Of Ri Ttuek ti4 .IZdg D-3A Sin I.D. 4 1/4" i 5/8.Blom Fer 6' NO DqA• Sanb Tlve On sample DY PMG6 Field ldedifiatim Of Soils satple 1ltdow No, Of Frvm To Or a�0 to Strfm DV Satple Canist DW& Rarwks Ekv.Ft. fib 12 12•IS Wirtue Bev. NO. ROM Rae Mad.Comp. Dark brown sand to lite brown and. Dry Mad.Comp. Lice brown fine a" io Moist Mad.Comp. Late brown fine sand. Wet Mod.Comp. Lite coarse brown to fine brown sand Wet is.d B.O.B.,set a r PVC Monitoring Wen using: 1 Threaded Plug lop Sawn,.010 slot S' Riser 6 Sand,50 lb bags W bag Bentonite chips I Expandable Gripper I Lock , I Road Box,8" 1 Cone"Mix Driller: Propontaro uttoO-o.1 rob-I0.20Xwiae-20.3M wW-35.50% Assistant: kfwbnvCrofl SWWaTyP0' ColmiONeuDemity Total Footage: C-Cava W-Walwd 0•letaoee SothsEngirtear LatistOr� SS-spot Spew 10-30 Med.Comp. Earth Boring ts.o Ft. UP-Und;eaubed PWw 30.SO papa Rock Coring -Ft. Soil Sampling Log Date Stared 2.240 Sheet -4—Of Date Finish Proj.No. Wei OfHamme - 140 GLACIER DRILLING � i390iohn Fitch Blvd - - - - - - - Hammer Fall 4• 78 Golden St. South Wiad&04 CT Meriden,CT 06450 Ground Water Observations PbondFax 860-645-1304 Offset Date Time Depth Enviromnental Remediatioq Inc. Ground Elevation 87 Chtlmeh St. Hole No. M1tt=A East Hartford,CT 06108 Core Sampler O.D. ja I.D. 1 5f8. Casing Sampler Bend Type Of Rig Type —c ee cc Truck IlWtmtt+d-R.ig;8 30 San I.D.. 4 114" --1 541 DepL SMMI* Type On Sample: Dairy Profile Field ldegifioaion Of Seib Sale y°`Y Deo n Smnple From To Ca tsw D- Remoks 17ev.Ft 06 12 12.18 MoWme Elrv. - W. MenRoe Mod.Comp. Fine brown and and some brick. Dry Mod.Comp. Fine brown sand and some brick. Dry Mod.Comp. Fine lice brown sand. Moist Mod.Comp. Fine dark brown send Wet t 15.0' B.O.B.,ad a 2"PVC Monitoring well using: 1 Mucadod Plug to Screon,.010 slot 5' Riser 6 Sand,50 lb bags 1/2 bag Bemonke,Chips 1 Expandable Gripper 1 Look i Road Box,V I Concrete Mix Driller: ►—i.R n Propomau us d=—_0.IOSi.6tde-15W so= 213K and-35.SOX Assistant: --_ Srnpletype: CalwimdewDaay Total Footage: Soils Engineer. r..;sm• C-Cww w-we" 0•101.60ee Earth Bonn Ft. SS-split spoor mp 10.30 Mad Ca . g 15.0 UP-Ihdisadoed piam 30-SO Dew Rock Coring •Ft. Soil Sampling Log Date Started lt$00 Sheet -L_Of -- Date Finish Proj.No. Wp tOfllalnme 40 1 60 GLACIER;,DRILLING Location 13907oLa Fiech-81vd. Hammer Fall 1516w 4" 78 Golden St. South WiadsoriGr Meriden,CT 06450 Ground Water Observations Pbone/Fax 860-645-1304 Offset Date Time Depth EI1V1ronmenW Rclne"on,Inc. Ground F.kvation 87 Church St. Hole No. Coro Sampler O.D. 2. I.D. 13/8. East Hartford,Cr 06108 Casing Sampler Barrel Type —+SA 92 Type Of Rig Tfook Mounted Rig;D so_ Size I.D. 4 UO Isla. PID Dqx- S-VIC 'type On Sorpls DC-4 Pm6k Field 14mMention Mods Saryb Below No. Of Or chmge � Surfim a Sm*e YR-Or To Consist D%A s F3ev.FL U: 12 I als Moiabne Ekv. No Rae Mod.Comp. Medium-tine dark grey sand,fine gravel,brick fragments Dry Mod.Comp. Medium-fine brown sand. Moat Mod.Comp. -SAY Medium-free brown dark and and wilt Wet 10.9 Medium-fine brown sand,trace coarse sand,very fine gravel and ar1t. 13.0' B.O.B.,sot a 2"PVC Monitoring Well using: 1 Threaded Plug la Screen,.010 slot 3' Riser 6 Sand,301 bags IR bag Bentooite Chips 1 Expandable Gripper 1 Lock I Road Box,8" 1 1/2 bags Concrete Mix Driller: Pmpomamusedtlsoe- .1 sopw=20.35%.snd 3.90'A "t:Taatrd,arCroH Sun*Tip: Co wsiwilea Total Footage: Soils Engirroer. Lad sw lmr SC.S-CSgln Sp�ooadhed 10-30 MMid.CaM. F h BoringFt. 13.0 UP-U,dWufbW Pirta, 30.30 Deme Rock Coring Ft. Soil Sampling Log Date Started.. Sheet ,1—Of I Date Finish Proj.No. Weight0fHamme 140 1 00 GLACIER,-DRILLING Location 13901ehn Fj h 131vd Hammer Fall 4' 78 Golden St South wn,nso4(!T Meriden,CT 06450 Ground Water Observations Phone/Fax 860-645-1304 Offset Date Time Depth Enyil omnerda1 Remediatforl,Inc. -8A' Ground Elevation 87 Church St. Role No. East Hartford,CT 06108 Core SamlAa O.D. _. I.D. 1 VS. Casing Sampler Barrrl Type view cc Type Of Rib Truck A�[ouatod-1T ig•9 SO Size ID. a IW t sa' Blum Bb NvId Off O°swwk D� FiddldmtificatmOrSoib sowk Safaoe D*" !fie Frain To ca taw DWI!, Rammts Fhv.Ft eb 12 MIS NWOM Nev. No. Rao Mad.Comp. Fill,davit brown medium-finesand,changed to brown-tanish sand, Dry fine grave,cobbles. Loose Medium-fine brown scrod,fine gravel,trace black all.trace sik Moist trace coarse sand 79 SS Mad.Comp. 8.0' Coarse-medium brown ssad,fine gravel and silt. wet 14.5' Clay layer. ' 15.0' B.O.B.,set a 2'PVC Monitoring Well using: I 'threaded Plug IO' Screen,.010 slot V Riser 6 Sand,50 Ib begs 1/2 bag Bentooke Chips 1 Expandable Gripper I Look 1 Road Box,8' 1 1/2 begs Concrete Mix Dnikr: T a.n Pmpauan out-aivv -Io sane= .357G,sod-35.WA Assistant: ur�r,r„n.a S.mpte type: Wiesiavaa DerWq Total Footage: IOLMW SoilsEngincer. ,,,,iQ,,,,.� ss-spldw-wsshed a-30Ad EarthBori 15.o Ft. SS-SplitSposn Ia30Med.Canp. � UP-tMdiaAWPhem 30-50Dow Rock Coring Ft. Soil Sampling Log Date Started 8 3 Sheet _1—Of -I— little Finish Proj.No. WeightUfllarrllrrlc GLACIER r DRILLING 1390 Job,Ebb Blvd Hammer Fall 4` 78 Golden St. Saudi Windsor,CT Meriden,CT 06450 Ground Water Observations Phone/Fax 860-645-1304 Offset Date Time Depth Enviromentd Remediation,Inc. Ground Elevation 87 Church St. Hole No. 11dW-7 East Hartford,CT 06I08 Coro Sampler O.D. a. I.D. J38. Casing Sampler Barrel Type ---HSa --SS Type Of Rig ;rook 1sleuotad Rigs D 50 SiaeLD. � t O sample Type On Sample Density Field WantifiationOfSoib Sample Or Ch-v Soho DWft SampleFrom a CaaiR Depth eke E]ov.Ft. 0.6 12 12-Is Moillmo Elev. No. Park Roo 0-2 SS Loose ASphA Dry 3.5" Fill.medium-fine brawn-dark sand,rook fragments.brick i � Med.Comp. Medium-fine brown sand,fine gravel,trace silt. 14 Moist 79 SS Mod.Comp. Medium-fine brown-groy sand,trace coarse sand,hum silt Wet • 15.0' B.O.B.,set a 2"PVC Monitoring Web using: 1 Threaded Plug 10' Scmen..010 slot 5' Risser 5 Sand,50 lb bags 1/2 beg Bentonite Chips i Expandable Gripper l Look t Road Box.8- 1 Concrete Mix Driller: is, n liens it Propomo= -0.1 halt 10.2Msome-20.351%,end-35.50% Assistant: r- --n„n S.mFk rype: Caheavnta.Density Total Footage: Soils Ens, ra;w SSS-Split Spoon ached 10-30MedCamp. Ewffi Boring 15.0 Ft. UP-thdisturWPiston 30.50Dow Rock Coring Ft. Soil Sampling Log • Date Started -8- Sheet -L—Of I Date Finish_-2_2-00 G 0 N N F ;I�RrojrNo. WeishtOftlamme 140 1 600 GLACIER 1p DRILLING RE $j.,-N. Ti 'Sp1u�rm Blvd_ Hammer Fall 4" 78 Golden St. South W Meriden,CT 06450 AUG (V 7 1 t� Ground Water Observations Pbone/Fax 860-645-1304 }1 TU .Offset Date Time Depth Environmental Remediation,Inc. Ground Elevation , 87 Church St. Hole No. Mw-I East Hartford,CT 06108 core Sampler O.D. 2" I.D. I S&E Casing Sampler Barrel Type HSA —SS— Type Of Rig Tm _M��ett Ri B-30 Size I.D. A 1/4" 1 s/R" alms Per G" PIU Dept. Senple Type On Sarnple I Density Profile ! Field Identification Of Soils Smnple Below No. Of Or ch-V Stafaoe Depths Sonple Frasn To Consist Depth Reswhs Elmrt. 06 512 12IS Moisture Elev. t10 8 2- q IIJ I Mod.Comp. Dark brown sand. Dry Mad.Comp. Lite•dark brown sand and brick material. Dry Mad.Comp. Brick,file brown sand. Dry Mod.Comp. Lite brown sand wet ## Mod.Comp. Lite brown fm sand. wet l 15.0 B.O.B.,set a 2"PVC Monitoring Well using: 1 Threaded Plug l0' Scmm'.010 slot 5' Riser 6 Sand,50 lb bags 112 bag Bemtonite chips 1 Expandable Gripper I Lock 1 Road Box,8" 1 Concrete Mix Driller: n9el� Pmpcnims vsed trace-0.10%,little JUMsome=20.35X,and=35.50Y. Assistant: �c-rr Sample Type: Cohestonless Density Total Footage: Soils Engineer: C-Cared W-Washed 0-101.009e Earth Boring 1s.o Ft. Ind 4tnrJ et SS-Split Spoon 10-30 Med.Comp. UP=UndishaW Piston 30-50 Dmw Rock Coring Ft. Soil Sampling Log Date Started, 8 2.08 Sheet ,—Of I Date Finish G(}4lNl UL WeightOfflamme 140 0o GLACIER DRILLING DRILLING L � A�id�iaiwdG�y Hammer Fall EO' 4" 78 Golden St. & & Sou Windsor,CT Meriden,CT 06450 Ground Water Observations Phone/Fax 860-645 1304 AUG 10 i 19 rN 00 Offset Date Time Depth Environmental Remediation,Inc. Ground Elevation 87 Church St. Hole No. Mw-2 sampler o.D. �" I.D. 13 , East Hartford,CT 06108 p Core Casing Sampler Barrel Type HSA _Ss— Type Of Rib 38— Size I.D. d 1/4" t Sdt" wn Per W ID Dept. sample Type on swwle Density Profile Field Identification Orsoils stele Below No. Of or Change smfia Depti. S.* Fran To Consist Depth Renarks Elev.Ft. 06 I2 IZ 16 moid= Elev. No. Pon Roe SS Mod.Comp. Dark brown send. Dry Mod.Comp. Lite brown fine sand 141 Dry Loose Lke brown-dark brown send. 3 wet i 15.9 B.O.B.,set a 2"PVC Monitoring Well using: 1 Threaded Plug 10' Sc een,.010 slot' s Riser 6 Sand,50 lb bags t/2 bag Bentonite Chips 1 Expandable Gripper 1 Lock I Road Box,8" I Concrete Mix Driller: Msa+rtasrll ProporaorausedUw=0.1Ktilde=l . .,some-20.357t:.and=35.50% Assistant: •tatarreCmR Sample Type: Cahn onfess Density Total Footage: C-Cored W-Washed 0-101401e SoilsEnhrirleer. yia9 ss-Split Spom lo-30 Mod Corap. Earth Boring 15.0 Ft. UP-Undi*AW Piston 30-50 Dense Rock Coring Ft. Soil Sampling Log Date Started. 5-2-00 Sheet —I--Of _I-- r t . Date Finish �'� L � Proj.No. GLACIER y DRILLItR Weight Of Hamm 140 00 if P ft O f MMU E 4�Fitch Blvd.-- . . . . . . . Hammer Fall 4" 79 Golden St. South Windsor-,Cl Meriden,CT 06450 t Ground Water Observations PhoneWax 860-645-1304 ,A IG W 19 Pp, QQ Offset Date Time Depth Environmental Renlediation,Inc. Ground Elevation 87 Church St. Hole No. •rW_3 East Hartford,CT 06108 1e Sampler O.D. 2" I.D. 1 5/�-- Casing Sam Ba pler Barrel Type --HSA Type Of Rig Ttaek AReuatod•Rig 8.50 Size I.D. r,,� Isis, PID t� 1v�e.� of on s� Density Field Ide ur�la,Ofsals stele Surface tkpdn sm* From To or Depth aawrks 10ev.FL 0.6 12 12 18 Moisnre Elev. NoPenRae Med.Comp. Dart brown sand to lite brown sand 14 Dry Mod.Comp. Lite brown fine sand. IA4 In io Moist I 9 7 Mod.Comp. Lice brown fine sand Wet I Mod.Comp.I I Lite coarse brown to fine brown sand 24• Wet I 15.0' B.O.B.,set a 2"PVC Monitoring Well using: 1 Threaded Plug IV Screen,.010 slot 5' Riser 6 Sand,50 lb bags 1/2 bag Bentonite Chips I Expandable Gripper I Lock I Road Box,8" 1 Concrete Mix Driller: tdande Bey Proportions toed data=0.10%,Imle=10.20%.some-20.3M end=35.50% Assistant: 1raltMrCmR Sample Type: Cohmonkm Density Total Footage: C=Cared W=Washed 0.101.00ne $OILS EO1Sinee[: iM StorJzr sS-splitspoom 10.30 Med.Corp. Earth Boring 1s.0 Ft. UP-undisturbed Piston 30-50 Dense Rock Coring Ft. Soil Sampling Log Date Started --'00 ,. : Sheet _L--Of Date Finish � +�~1 if+[;.r ; No. GLACIER 0 DRILLI - ��F a�n o Weight Of Hammel 140 00 / Location 1390 lohn Fitch Sled . . . . . . Hammer Fall 0' 4" 78 Golden St. Meriden,CT 06450 1-95 , UU Ground Water Observations Pbone/Fax 860-645-1304 Ngo W ` Offset Date Time Depth Envirotmental Remediation,Inc. Grourd Elevation 87 Church St. Hole No. 11�V-4 East Hartford,CT 06108 Core Sampler O.D. `p I.D. ,caw Casing Sampler Barrel Type --USA— —SS— Type Of Rig T311ck 111oueted Rig:D-30— Size I.D.-4 1-rrd" —1-5/8"— Blows Per 6" Dept. Semple Type On Semple Density Profile Field Idwnifitetion Of SoilsBelow Or Sempleru Smfm Semple Frain o consist Depth Remnks �ev.Ft. ii 12 Iola Moiam mev. No. Rx Med.Comp. Fine brown sand and some brick. Dry a Mad.Comp. Fine brown sand and some brick. Dry Mod.Comp. Fine lite brown sand. Moist t Mod.Comp. Fine dark brown sand. Wet i t I t 15.d B.O.B.,set a 2"PVC Monitoring Well using: l Threaded Plug 10' Screen,.010 slot 5' Riser 6 Sand,50 lb bags 112 bag Bemonite Chips I Expandable Gripper I Lock i Road Box,8" I Concrete Mix Driller: andt rmportiot=ruseeetao�o.laK,ink=1 .z some=2o.3su,ena= s. Assistant: bid�,r�a Sample Type: CohesionlasDatsdy Total Footage: C=Caen w•washea o-lol.00se Soils Engineer: r,,,;,u,,,,,, SS=Split Spoon 10.30 Mai Caap. Earth Boring 15.0 Ft. UP-thdisanbedPiston 30.50Deroe Rock Coring Ft. Soil Sampling Log Date Started a_�; Sheet -t_Of _I_ Date Finish it Proj.No. GLACIER DRI LgPj f41lr Wei t Of Hamm I40 00 OF , d. Hammer Fall 0' 4" 78 Golden St. South Windsor,CT Meriden,CT 06450 O i J 1 f} Ground Water Observations PhonelFax 860-645-1304 �� Uri Date Time Depth Enviromnentai Remediation,Inc. Ground Elevation 87 Chnreh St. Hole No. East Hartford,Cr 06108 -3 Core StuuplerO.D. _. I.D. l-3/8" Casing Sampler Barrel Type Of Rig Type --HSA— —SS— Truck-MounteA-Rig1-D-30— Size I.D- 4 114- 1-1 US" Blom i � _le A on sanple Density Field l&ntifiatim of Soils Sm�ple No. Of Or cherw Surfam Dqw- Sople ram I To Consist Depth aemnks Elev.Ft 06 12 12-18 Moistu s Elev. No. Pen Reo Mod.Comp. Medium-fine dark grey sand,fine gravel,brick fratgrnents Dry Mad.Comp. Medium-fine brown sand. Moist I Mod.Comp. -8.0' I Medium-tine brown dark sand and si1L IP wet 10.0 Medium-fine brown sand,trace coarse sand,very The gtavel and f silt. l f 15.9 ` B.O.B.,set a 2"PVC Monitoring Well using: 1 Threaded Plug 10' Screen,.010 slot S' Riser 6 Sand,SO lb bags — V2 bag Bemonite Chips ' i Expandable Gripper l Lock I Road Box,8" 1 In bags Concrete Mix Driller: Ten nji Proponia.useaimo'—o.lMlittle=10.20%,some=m.35%, =s. Assistant: j-t&ervCraa S-pleType; C4mwdess Density Total Footage: Soils Engineer. C=Cored w=Washed at0t.aaee Earth Bonn Ft. l ariSmels7 SS-spit spoon 10.30 Med Camp. 8 15.0 UP-Undisturbed Piston 30-50 Most Rock Coring Ft. Soil Sampling Log Date Startid �_ Sheet ,-,I—Of _L Date Finish o_ 41� *' Proi.No. GLACIER* ` ' .1,:;' WeightOfHamme 140 00 . . ` �*- - - ��� ,_t'39n�nim�itchRlyd_ Flamrner Fall 4" 78 Golden St. li Stttqindco r,CT Meriden,CT 06450 Ground Water Observations Phone/Fax 960-645-1304 Aul; jiset i is d-Ih 100 Date Time Depth )NIIwo mle[ltBl Remediatioil,Inc. —8,0' Ground Elevation 87 Church St. Hole No. �tw- Core Sampler O.D. 2" I.D. �5/g" East H>irl�Oid, t)6I08 Casing Sampler Barrel Type USA `SS— Type OF Rig Ttuck-Mountod Rigs D.50 Size I.D. a 1/4" t S!A" I Blows Dept. le ' Type on sample y !sty Profile Field Identification Of Sail ! Sunpk Chimp Sur6oe Depths SssnPle men To Consist Depth Rcewb Elev.Ft 0.6 12 12-I8 htoish"t Elev. No. ftec Mad.Comp. Fill,dark brown medium-fine sand,changed to brown-tallish send, Dry fine:grave,cobbles. S Loose Medium-fine brown sand,fine gravel,trace black asb,trace silt. 3. Moist trace coarse sand. i Med.Comp. --8.9 Coarse-medium brown and,fine gravel and silt. wet 14.5 Ctay layer. I I5.0' B.O.B.,set a 2"PVC Monitoring Well using: t 1 Threaded Plug 19 Sczeenn,.010 slot s Riser 6 Sand,50 lb bags 112 bag Bentonite chips I Expandable Gripper 1 Lock 1 Road Box,8- I I/2 bags Concrete Mix Driller: 31lemp„n Pi—m onsusWfmov-0.1 /.,litle=1o20V some=20.3KWW-=3. A<sistant: >w „n s-nvleTY ��ir Total Footage: C=Cored W-Washed 0•lOLom Soils Engineer: SS-Split spoon 10.30Mod.Comp. Earth Boring i5.0 Ft. UP-Undi*uWPiston 30.5013atne Rock Coring Ft. Soil Sampling Log Date Started .�.3 Sheet _L—Of I r V EC E'IY Date Finish �'� R ti tRroj.No. GLACIERIDRILLINC 00NNE:0tl��� Wei tOfHamme 40 00 / E ttonTr{} pJ6hs '8rtcb Blvd a a a a a a w Hammer Fall 4" 78 Golden St. Sold-WiudsorrCT Meriden,CT06450 11 t Q Ground Water Observations Phone/Fax 860-645-1304 AuG ��J i 19 N i 00 Offset Date Time Depth Envirotmlental Remediation,Inc. Ground Elevation 87 Church St. Hole No. ARW-T Sampler O.D. 2" I.D. Casing 1 Ste" East Hartford,CT 06108 Core Sampler Barrel Type Of Rig Ty —NSA —SS— hack-MeudedA44).50— Size I.D. a t/de t tra" Dept. Smpk Type On smple [entity Pmfik Field Identification Of Soils Sample Below No. Of Or Change SUAW D�� From o Cmeist DWeh Remarks Elev.FL 06 12 I2-18 Moisum FJev. No. Ree Loose Asphalt. IF Dry 3.5" Fill,medium-fine brown-dark sand,rock fragments,brick fragments. Mod.Comp. Medium-fine brown sand,fine gravel,trace A. Moist Mod.Comp. Medium-fine brown-M Bard,trace coarse sand,trace sift. Wet 15.0' B.O.B.,set a 2"PVC Monitoring Well using: 1 Threaded Plug 10' Screen,.OlO slot 5' Riser 5 Sand,50 lb bags l2 bag Badonite Chips l 1 Expandable Gripper 1 I Lock 1 Road Box,8" 1 Concrete Mix Driller: 7argnl11 Pro*h-onstsedow=01 v.,link-1o.20%some=2e.35•16svid-35.sou Assistant: ,u,,,"„r,„„ Sar^PkType: CohtaionlossDensity Total Footage: Soils Engineer: i...:Cwa.. C=Cored w=Washed 0•IOl.00se Earth Boring Ft. SS-Split Spoon 10-30 Mad.Camp. g 15A UP-UndistiabedPiston 30-50Dome Rock Coring Ft. Soil Sampling Log Date Started_ ram Sheet 1—Of I Proj.No. tU Odr{`R ..ji_ �L oo Wei tOfllamme 140 GLACIER DRlLlfl , ;AIRnl,},-,5 n� Fit hB`i407ohri clvd Hammer Fail 4" 78 Golden St. Swab Meriden,CT 06450 fp,,.� �� , r' Ground Water Observations Phone/Fax 860-645-1304 Ml l It iq I Offset Date Time Depth EnvirotunentEll Remediation,Inc. 20, Ground Elevation 87 Church St. Hole No. A-A East Hartford,CT 06108 Core Sampler O.D. a" I.D. i S.M. Casing Sampler Barrel Type w_es ae Type Of Rig Muck ll �'..ed Rig�.5p— Size I.D. 4 1/d" r Sig" Dept. Sample Type On Sueple Density profile Field Identification Of Soils sample Below No. �Ae Fran o Oast D gemoks Ekv.Ft. Moistwe Elev. NO Ace Mod.Comp. Asphalt. Dry 3" Fill,old contaete,brick,medium-fine brown-tanish sand,medium to fine gravel,fine cobbles. Mod.Comp. Medium-fine tanish-brown sand,fine gravel. Moist cc in A Med.Comp. Medium-fine grey sand,fine gravel. 21 wet l 9.0' B.O.B. i Driller: TergiBell Pmpohotn wed haor0.IMlisle=l .20%,sotto-20.35%.ond=35.5M Assistant: SdrokType: Coneeiodnniknsity Total Footage: Soils Engineer: C-C ed W=W&*W 0•IOtoose EarthBorin the SS=Split Spoon 10.30 Mod Cww. B 9.0 Ft. UP-UndisanbedFiston 30-50Dense Rock Coring Ft. Soil Sampling Log Date Slatted—&3� Sheet Date Finish �� i' 11'roj�iNo. G&MER*DRILLING Weight Of Hamme [75140 00 � R� j 7+3984obn F.itrhi8lyd Hammer Fall 0' 4" 78 Golden St. A A Soulb Vindsor,CT Meriden,CT06450 A�G 'U �s ���I too Ground Water Observations Phone/Fa x 9"5-1304 H Offset Date Time Depth 1rnvlromnental 1Zet ediatim Inc. Ground Elevation 87 Church SL Hole No. u-y Sampler O.D. 2. I.D. 1 5/9" ]mast>iartforti,CT 06108 Casing Sampler Barrel TYPO ---WA— Type Of Rig T uo Size I.D_d+./dw +�Tr!!" ows per 61 Dept Saople Type O"SOMLe Density Profile Fidd ldm6ficauon Of Soils Snnple Below No. Of Or chow Surfiwe pule Sample From To Consist Deah Rafmks pev.ft. 06 12 IZ 18 Md I= Bev- No. R- Asphalt. 2.5' F1'll,medium-fine dark brown sand,wood,brick,rock fraglments. 3.0' Medium-fine brown sand. S7- SS Med.Comp. Medium-fine brown sand,trace silt io Moist S Mod.Comp. Medium-fine brown-Vey sand,trace coarse sand,foe gmvel,silt. Wet 1 9.0' !B.O.B. I - - I Ikilkt: T...n.0 Proponim used naoa=O.IOY.,little-10.2Msome-20.35•h and-3530% Ass'StanC wrru"b n"n SattpleType: CahesionlessDensity Total Footage: C-Cored W-Washed 0.10 Loaae SOILS E11Bimeer: s.-:c.y k., - SS-Split SpDcn 10-301Uat Corp. Earth Boring 9.0 FL up-undispubedPiston 30.50Daee Rock Coring Ft. Soil Sampling Log Date Started re�3 AO Sheet Date Finish rk E C.i_1`: ' Proj.No. -00 GLACIER r DRILYNIRI �E j lav`I r Wei OfHamme 140 / �{((t[ r1tOF Tu-t� q h60 Jabs hitch Bivd Hammer Fall 4" 78 Golden St. South Windsas,CT Meriden,CT 06450 + Ground Water observations Pbone/Fax 860-645-1XW •A c 1 15 offset Date 'rime Depth Environmental Remediation,Inc. Ground Elevation 87 Church St. Hole No. om � sampler o.D_ " I.D. 1 s/8"-- East Hartford,CT 06108 casing Sampler Barrel Typo Of Rim_ Type --UL4 c Truck 11teu50— Size I.D. a�l,..ieO +�519" Is ows Dqn. Semple Type on sumac Density Profile Field Identification Mods Semple Below No. Of Or Surface Dgtdm s.* From To Consist Depth RewAAA Elev.Ft 0.6 12 12-I8 Moistwe Elev. W. Rec Mad.Comp. Asphalt. Dry 2.5' Fill,medium-fine brown sand,medium-fine gravel,brick,cobbles. Mod.Comp. Medium-fine tartish-brown sand,trace coarse rusty colored sand Moist and fine gravel. Mad.Comp. Medium-fine grey sand,2"medium dark sand,very fine gravel and Wet silt. 9.0' B.O.B. Driller: t Pmpumans used true-GlMliMe+1o.2nsomem20.33 anda9s.saFA Tetg]3rl Assistant: rse sawype le T Cahesionlm Density Total Footage: " Soils Engineer: r,„;c , SS=sditSpoon esfwd I0-30Comp. Earth Boring 9.0 Ft. UP a Und;xmbed Piston 30.50 Dame Rock Coring Ft. Soil Sampling Log Date Started &I-00 ' Sheet Date Finish 'J014 _` ���r U' i'• Pro.No. GLACIER�DRILLIN `�'��"'�• '��� Weight Of Ham me 140 00 & �n •t~u r% 90r1"Blvd Hammes pall 0' 4" 7g Golden St. & South i Windsor,CT Meriden,CT 06450 G 1 is r too Ground Water Observations Phone/Fax 860-645-1304 aVG r offset Date Time Depth Enviromnentai Remediation,Inc. ^70= Ground Elevation 87 Church St. Hole No. East Hartford,CT 06108 Core Sampler O.D. 2' I.D. }5�_ Casing Sampler Barrel TYPO —ace SS TYpe Of Rig TrurJc 114oumnd}Dig;D-50— Size LD. eve• T}�g� Dept. sanTle TYpe on sonple Density Profile Field lden6fication Of Soils Sntrple Below Or cilanne sufitoe Dq SW MAC Front To Cauist Depth Remnks Ekv.Ft Ob 12 12-19 moislwe Ekv. t'lo R- Med.Comp. Medium-fine brown sad,medimn-fine gravel,brick,rock IA-1—8 Dry figaments. S Mod.Comp. Medium-fine brown sand,very fine grvel. Mad.Comp. Medium-fine drk brown sand. " Moist Mod.Comp. Black ash arA silt. Wet Oft B.O.B. Driller: T Wmi Propahau used 5as=0.1 hwe=10.20Y.,somne=20.35x,and-35.50% Assistant: Sa'"ple'►YK cohe'io"les'Density Total Footage: Soils Engineer: DM ar S �spoon ached a�Canp. Earth Boring s.o Ft SS split undWuebod Piston 3e-50 Dane Rock Coring Ft. Glacier Drilling, LLC P.O. Box 9188 RF X c o X"OfOice -PRO TR A rig Bolton, CT 06043-9188 81810%;( ILUTIOV ERI,Inc. 87 Church St. East Hartford,CT 06108 B�,R RtEM REYCj rTI 001 Truck Mounted Rig 2 man crew 2 1,050.00 2,100.00 015 Mob.&Demob.charge 2 0.00 006 Demo Saw charge/day 2 50.00 100.00 201 Threaded Plug,2"PVC 7 6.00 42.00 202 Screen,2"PVC,.010 slot 70 4.00 280.00 205 Riser,2"PVC/ft. 35 2.00 70.00 501 Sand,50 lb bag 41 9.00 369.00 502 Bentonile Chips/bag 4 17.50 70.00 206 Expandable Gripper,2" 7 18.00 126.00 503 Lock 7 10.00 70.00 504 Road Box,8" 7 55.00 385.00 510 Cement Ma 8 7.00 56.00 508 Blacktop Patch 1 12.00 12.00 1 For work accomplished at 1390 John Fitch Blvd.,South Windsor,CT on & Subtotal 3,680.00 8/3/00. Project Engrg.:Lori Stocker 0%Tax A 3;seo:oo n Glacier Drilling LLC P.O. Box 9188 '11VOIC@ Bolton, CT 06043-9188 DATE 'INVOICE tt• ' i f Q� 8/8100 1104 Atic 1; BILL TO ;::. .: .' ':.' F :. ;.:: :SHIP TO ERI,Inc. 87 Church St. East Hartford,CT 06108 'DUE:DATE•:. =; ._,:­P.O..IVUMBER` 917/00 ITEM DESCRIPTION CITY RATE AMOUNT:° 001 Truck Mounted Rig/2 man crew 2 1,050.00 2,100.00 015 Mob.&Demob.charge 2 0.00 006 Demo Saw charge/day 2 50.00 100.00 201 Threaded Plug,2"PVC 7 6.00 42.00 202 Screen,2"PVC,.010 slot 70 4.00 280.00 205 Riser,2"PVC/ft. 35 2.00 70.00 501 Sand,50 lb bag 41 9.00 369.00 502 Bentonite Chips/bag 4 17.50 70.00 206 Expandable Gripper,2" 7 18.00 126.00 503 Lock 7 10.00 70.00 504 Road Box,8" 7 55.00 385.00 510 Cement Mix 8 7.00 56.00 508 Blacktop Patch 1 12.00 12.00 For work accomplished at 1390 John Fitch i Blvd.,South Windsor,CT on 8/2& Subtotal 3,680.00 8/3100. - Project Engrg.:Lori Stocker 0%Tax Total 3,680.00