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HomeMy WebLinkAboutWell Correspondence 1449 John Fitch Boul t0*N S fq< Town 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Sox•co�``' TELEPHONE (860) 644-2511 Dear Homeowner: The Town of South Windsor Health Department's goal is to keep you informed about the status of water quality throughout the town whether you are served by and individual well or by a public water source. In an attempt to better serve you, we have reviewed our files to ensure we have the most recent and accurate information possible. Our review has revealed that we do not have any information regarding how your residence receives its water. We are hopeful that you will take a moment to help us keep our records current. Please indicate the type of water service by circling the appropriate entry below and return this letter no later than in February 27, 2009, in the self addressed stamped envelope provided. If you receive your water from a private well, please let us know the location as it relates to your home by providing two measurements from the foundation to the well in the space provided and let us know if the well is used for domestic, lawn and garden, or agricultural use. See example below. Thank you in advance for your cooperation. Any questions can be addressed to the South Windsor Environmental Health Officer, Robert De Vito at 860-644-2511, extension 248. Water service: Circle the appropriate service: WELL MDC ETW� RECEIVED WELL USE: DOMESTIC LAWN & GARDEN AGRICULTURAL FEB 05 7nt'Q Well Location : SOU In ° ENGINEERIN6 D€PT BACK DRAWING: 40 FT Rr A FRONT B 30 F 1, 1 1 1 n WELL STREET ` STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION REAL ESTATE d1 PROFESSIONAL TRADES DIVISION WELL DRILLING COMPLETION REPORT 16S Capitol Avenue,Hartford,Connecticut 06106 OWNER NAME ADDRESS Third Generation Realty Co. 185 West Service Rd., Hartford, CT 06101 LOCATION (No.6 Stn»Q (Town) (lot Number OF WELL 1449 John Fitch Bouldevard So. Windsor DOMESTIC BUSINESS FARM TEST PROPOSED1:1 ESTABLISHMENT WELL USE OF WELL PUBLIC INDUSTRIAL AIR OTHER X Monitoring Wells SUPPLY 0 CONDITIONING (Specify) DRILLING COMPRESSED CABLE* EQUIPMENT ROTARY a AIR PERCUSSION PERCUSSION OTHER * CASING LENGTH(feet) DIAMETER(inches) VvEIGHT PER F00T a DRIVE SHOE WAS CASING GROUTED.) DETAILS THREADED WELDED� ❑ YES ❑ NO ❑ YES ❑ NO * YIELD TEST 0 BAILED Q PUMPED ❑ COMPRESSEDAIR HOURS YIELD(GPM) * WATER MEASURE FROM LAND SURFACE.STATIC(Specify feel) DURING YIELD TEST(feel) Deplh of Completed Well in feel LEVEL * MAKE LENG TH OPEN TO AQUIFER peel) SCREEN DETAILS SLOT SIZE DIAMETER(i)dws) IF GRAVEL Diameter of well GRAVEL SIZE(uxhes) FROM peeq TO(feet) PACKED: wwJudvV grovel pack (inches) DEPTH FROM LAND TO SURFACE FORMATION DESCRIPTION Sketch exact location of well with distances,to at least two FEET TO FEET permanent landmarks *See attached Soil Sanplinglogs for details -- , i 0 P eRr oc�Nr cs y — TAIKI /{,rcrFon d, e_r, µw If I n.V v 1d w 6-r—wit ?on i r If yield was tested at different depths during drilling,list below N. FEET GALLONS PER MINUTE ' r `A ! DATE WEII COMPLETE7WCR- PERMIT N0. REGISTRATION N0. DATE OF REPORT VvE DRII R( I ) 5-19-98 90 00086 5-26-98 DISTRIBUTION: DEPARTMENT OF CONSUMER PROTECTION, DEPARTMENT OF ENVIRONMENTAL PROTECTION, PROPERTY OWNER,WELL DRILLING CONTRACTOR & LOCAL DIRECTOR OF HEALTH. - Soil Sampling Log Date Started 5-19-98rq Sheet I Of I Date Finish 5-19-98 Proj No. T11I4000.P1 Weight Of Hammj%\ 140 300 GLAdI ER; DRILLING Location 1449 John Fitch Boulevard Hammer Fall 1XI 30' T 24" 136 Graeey Ave. Line&STA So.Windsor,CT Meriden;CT 06451 Ground Water Observations Phone/Fax 203-235-1944 Date Time Depth HRP ASSOCIATES,INC. Offset Ground Elevation 167 New Britain Ave. Hole No. MW-4 Plainville,CT 06062 Core Sampler O.D. 2" I.D. 1 5/8" Casing Sampler Barrel Type Of Rid Truck Mounted Rig:CME-75 Type HSA SS Size I.D. 4 1/4" 1 518" Blows Per Dept. Sample Type On Sample Density Profile Field Identification Of Soils Sample Below No. Of or Change Surface Depths Sample From To Consist Depth Remarks Elev.Ft. — 12 12-18 Moisture Elev. No. cn Rec ravel. Brown fine-coarse sand and silt,little fine-coarse gravel,some wire,concrete,wood(fill). 10.0' Dark brown silty clay. 20.0' .O.B.Set 2"PVC well at 20.0'Using: I Threaded Plug 10' Screen,.010 slot 10' Riser Sand,50 lb bags 1 Bentonite Chips Concrete Mix. Driller: Mark Schock Proportions used trace 0.100A little=10.20%,some=20.350A and;;35.5096 ----- Assistant: M0in Bea Sample Type: Cohesionless Density Soils Engineer: Kevin Magee C=Cored w=Washed 0-10Loose Total Footage: Earth Boring 20.0 Ft. SS=Split Spoon 10.30 Mod.Comp. UP-Undisturbed Piston 30.50 Dense Rock Coring Ft. Soil Sampling Log Date Started 5-19-98 Sheet 1 Of 1 Date Finish 5-19-98 / � Prgj,,,No. .THI4000.P1 WeightOfHamme /\ 140 300 GLACIERX, DRILLING Location 1449 John Fitch Boulevard A A. Hammer Fall I x 30' 24" 136 Gracey Ave. Line&STA So.Windsor,CT Meriden;CT 06451 Ground Water Observations Phone/Fax 203-235-1944 Date Time Depth I-IRP ASSOCIATES,INC. Offset Ground_Elevation 167 New Britain Ave. Hole No. MW-3 Plainville,CT 06062 Core Sampler O.D. 2" I.D. 1 5/8" Casing Sampler Barrel Type Of Rig Truck Mounted Rig:CME-75 Type HSA SS Size I.D. 4 1/4" 1 5/8" Owe C< Dept. Sample Type On Sample Density Profile Field Identification Of Soils Sample Below No. Of Or Change _ Surface Depths Sample From To Consist Depth Remarks Elev.Ft. 0-6 12 12-I9 Moisture Elev. - No. Pcn Rec Gravel. _ Fill-wood,concrete,brown fine-coarse sand and gravel,metal, etc. 12.0' Grey clay. 20.0' B.O.B.Set 2"PVC well at 20.0'Using: I Threaded Plug 10' Screen,.010 slot 10' Riser Sand,50 lb bags 1 Bentonite Chips Concrete Mix. Driller: Ma*Schock Proporhom used trace 0.10%little=10.2096 some=20.35%,and=35.50% Assistant: Min Bea Sample Type: Cohesionless Density Total Footage: Soils Engineer: Kevin Magee c=cored w=washed 0-10 Loose Earth Boring 20.0 Ft. SS=Split Spoon 10-3.30 Med.Comp. orn g UP=Undisturbed Piston 30.50 Dense Rock Coring Ft. Soil Sampling Log ` Date Started 5-19-98 Sheet 1 Of 1 Date Finish 5-19-988 r �." ¢ p ! ProjFNo. TH14000.P1 Weight Of Hammel/\ 140 300 `!LACH 0 D R I (1 V Location 1449 John Fitch Boulevard Hammer Fall 24" 136 Gracey Ave. _Line&STA So.Windsor,CT Meriden;CT 06451 Ground Water Observations Phone/Fax 203-235-1944 Offset Date Time Depth HRP ASSOCIATES,INC. Ground Elevation 167 New Britain Ave. Hole No. MW-2 Plainville'CT 06062 Core Sampler O.D. 2" I.D. 1 5/8" Casing Sampler Barrel Type Of Rig Truck Mounted Rig:CME-75 Type HSA SS Size I.D. 4 114" 1 5/8" Blows Per Dept. Sample Type On Sample Density Profile Field Identification Of Soils Sample Below No. Of Or Change Surface Depths Sample From To Or Depth Remarks Elev.Ft. 0-6 12 112-18 Moisture Elev. No. en Roc ravel. -- Brown fine-coarse sand,mixed'with brick,steel,wood,etc.(fill). 13.0' Endo of fill,grey clay,trace of silt. 23.0' B.O.B.Set 2"PVC we11 at 23.0'Using: - 1 Threaded Plug 10' Screen,.010 slot 15' Riser Sand,50 lb bags 1 Bentonite Chips Concrete Mix. Duller: Mark Schoc Proportions used trace=UK little=10.20%,some=20.35%,and=35.50% Assistant: Min Boll Sample Type: ' Cohesionless Density Total Footage: Soils Engineer: Kelm Magee C=Cored w=washed 0.10 Loose Earth Boring Z3 0 Ft. SS=Split Spoon 10.30 Med.Comp. g UP-Undisturbed Piston 30.50 Dense Rock Coring Ft. Soil Sampling Log _Date Stg1W 5-19-98 Sheet 1 Of 1 Date Finish 5-19-98 � Proj�No. THI4000.P1 Weight Of Hammel/\1 140 300 L^CHE 0 DRILLING Location 1449 John Fitch Boulevard Hammer Fall X 1 30' 24" 136 Gracey Ave. Line&STA So.Windsor,CT Meriden;CT 06451 Ground Water Observations Phone/Fax 203-235-1944 Offset Date Time Depth BRP ASSOCIATES,INC. Ground Elevation _ 167 New Britain Ave. Hole No. MW-1 Plainville,CT 06062 _ Core Sampler O.D. 2" I.D. 1 5/8" Casing Sampler Barrel Type Of Rig Truck Mounted Rig:CME-75 Type HSA SS Size I.D. 4 1/4" 1 5/8" Blows Per Dept. Sample Type On Sample Density Profile Field Identification Of Soils Sample Below No. Of Or Change Surface Depths Sample T—om—F To Consist Dept, Remarks Elev.Ft. 0-6 12 112•IS Moisture Elev. No. en Rec Town fine-coarse sand. 5-7 SS 3 5 4 Med.Comp. 5'6" Grey silt,trace clay,varied. 1 2.0' 2.0' 7 Moist 10-12 SS 5 4 3 Loose 10.0' arey clay,very faint red clay lamination. 2 2.0' 2.0' 3 Moist 15-17 SS 2 1 1 Loose 14.0' ey clay,should be water table. 3 2.0' 2.0' 2 Very Moist 22.0' B.O.B.Set 2"PVC well at 22.0'Llsing: 1 Threaded Plug 10' Screen,.010 slot 15' Riser Sand,50 lb bags 1 Bentonite Chips Concrete Mix. Driller: Mark Shock Proportions used trace=0.101%,little=10.201A some=20.35%,and=35.50".5 Assistant: Marvin Bell Sample Type: Cohesionless Density Total Footage: Soils Engineer: Kevin Mass C=Cored W=Washed 0•Io Loose Earth Bonn zz.o Ft. SS-Split Spoon 10.30 Med.Comp. $ UP-Undisturbed Piston 30.50 Dense Rock Coring Ft. .- � s"•v.-�_..- -ter =. .'-KZbi3^ -- P .F --�i'R rtc• - n+_ —._ ....�, _ .Y'Lr_ - — _• STATE OF CONNECTICUT _ - DEPARTMENT OF CONSUMER PROTECTION REAL ESTATE:d[PROFESSIONAL TRADES DIVISION WELL DRIj�PGETION REPORT - "' - s`ito!Ar+eau art o'erf Coi►nect)cut 06106— - : -i'BSaC_P - - QWNER- NAME --_ t_ts_.x .^ 'hird Gendiation-Re'alty:_Co. .. -� `18`S-WeEit-Sereice--Rd.-,-HartEord,�CT _LOCATION (1vo.s S~1 {-Fown1= :. Y (cornrumoerl - = •. OFVVELI 1449 John Fitch Bouldevard �'So.`. Windsor BUSINESS -DOMESTIC �- _ AR7Gf� -'"TEST - WELL — _._ :. ESTABLISHMENT _ -�--_. - L�- 'PROPOSED- _ . �.� ;----=• •' - USE OFIYE•LL D Monitor-in s;= PUBLIG INOUSTRIAL _ z�Ai�W�IONtNG--- �5pea 1 g Well I• -= - _SUPPLY_ _ - * ROTARY =A R PHER— ERCtISS 3N ' '_P RCUESSION-•--a• O(Specify)— _ 5 3 QJ1RME1)T_ _ - �* CASING L'ENGTN(reel) ouuAETER(+,d+eq- DRIVE SHOE wAS•CASING GROt1iEU? DETAILS THREAD WELDEO ED © ❑ YES ❑ NO ❑ YES ❑ NO *Y{ELD TEST' - SAILED PUMPED __._ COMP_RESSED AIR HOURS-'• --•- -- -.._ YIEId(GPM)_ _. . WATER- MEASURE FROM LAND SURFACE•$TATtC(Speciyisegy'1>URI�tGsYIELflTESi:peef) DePlh a CampbleQ weq.y(oet—-�` _ - - - --- _ - _* LIVvL MAKE - - --- --- - _ LENGTH OPEN TO AQUIFER(f"I) ----- SCREEN- --------DETAILS SLOT SIZE• OUtMETER(i.&ws►. IF GRAVEL - Diamsly of well GRAVEL SIZE Inaas► FROM(Feel) - --TO(feel) - -PACKED:-- kwkKwvGravelpack DEPTH FROM LAND TO SURFACE FORMATION DESCRIPTION Sketch exact location of well with distances,to at least two - - FEET TO FEET Permanent landmarks *See attached Soil Sairpling Logs for details (': --- er7fr(�-� roA p, B !/Soto,'..- e-r, tkw eft OF r. I " 1 i Ilyie was esteda[-diHe�ent"depths•durinpdrillin9,�tist`betow - =.=�G�r _---- - - - — - -:-�- o - FEET GALLONS PER MINUTE - �'_' I •----DATE-WEL'L COMPLETED71kc PERMIT NO. REGISTRATION N0: -•.. DATE OF REPORT WE ORIL R 1 1 1 - 5'=39-98 R•-90 00086 5-26-98 - DISTRIBUTION: DEPARTMENT OF CONSUMER PROTECTION, DEPARTMENT OF ENVIRONMENTAL PROTECTION, •- -00nuvOT-V C1W rR tJRT.T. nRTT.T.TNr r.nNTRACTOR & LOCAL DIRECTOR OF HFAT.TH - Soil Sampling Log Date Started 5-19-98 Sheet 1 Of 1 Date Finish 5-19-988Proj,.No. TM40W.P1 Weight Of Hammel/\ 140 30o GLACI4�_ DRILLING Location 1449 John Fitch Boulevard Hammer Fall Line&STA So.Windsor,CT LA X 24" 136 Gracey Ave. Meriden;CT 06451 Ground Water Observations Phone/Fax 203-235-1944 Offset Date Time Depth HRP ASSOCIATES,INC. Ground Elevation 167 New Britain Ave. • _Hole No. MW-1 Plainville,CT 06062 Coro Sampler O.D. 2" LD. 1 5/8" Casing Sampler Barrel Type HSA SS Type Of R j& Truck Mounted Rig:CME-75 • Size I.D. 4 1/4' 15/8" Dept. snide Typo oa s"md" Deadly Protae Fidd tdmifmdon Of sett"Below No. sm�pte surftte DeFft :',,,we ate Foam To �•p Renick" Elev.FL 04 12 12-16 Moitwro F7ev. No. Rec rown fmc-coarse sand. 5-7 SS 3 5 4 Med.Comp. 5'6" Grey silt,trace clay,varied. 1 2.0' 2.0' 7 Moist 10-12 SS 5 4 3 Loose 10.0' Orcy clay,very faint red clay lamination. 2 2.9 2.0' 3 Moist 15-17 SS 2 1 1 1 1 Loose 14.0' Dray clay,should be water table. 3 2:9 2.0' 2 Very Moist 22.0' B.O.B.Set 21 PVC well at 22.0'Using. Threaded PIug 0' Screen,.010 slot 5' Riser Sand,50 lb bags Bentonite Chips Concrete Mix. Driller:Mark schoa wed 4Z;0^lode=10.2 some=2U35 and=3$.50% _ Assistant: Marvin Bell Stevie Type: Cahor onku Density Total Footage: Soils EngiLoos neer: �M'aa C=�w=wa.nod 1a30 Med.a300e Earth Boring 22.0 Ft. SS-Spot spoon Comp, up-Ona tureetiftton 30-50Most Rock Coring Ft. Soil Sampling Log Date Started 5-19-98 Sheet I Of I Date finish 5-19-988 Pmj�No. TH14000.P1 71 Weight Of H �//\ 140 300 GLACIER D R I L L I I�l G Location 1449 John Fitch Boulevard ammer FallX H 30' 1 24" 136 Gmeey Ave. Line&STA So.Windsor,CT Meriden;CT 06451 Ground Water Observations PhonaJFax 203-235-1944 Offset Date Time Depth BRP ASSOCIATES,INC. Ground Elevation 167 New Britain Ave. Hole No. MW-2 Plainville,CT 06062 Core Sampler O.D. 2" I.D. Isis, Casing Sampler Barrel Type HSA SS Type Of Rig Truck Mounted Rig:CME-75 Size I.D. 4 1/4" 1518" - I DepL Sample Type on Saoplo D-dw defile Fdd Ident6euioa Of Soil sample Now No. Of Pcom To or chmp Surface Depths Sample Camia Depth Reaoara flw.Ft. Ob P12 12.16 Moisture Elm No. Pca Reo eel. Brown fine-coarse sand,mixed with brick,steel,wood,etc.(fill). 13.0' Endo of fill,grey clay,trace of silt. 23.0' B.O.B.Set 2"PVC well at 23.0'Using: 1 Threaded Plug 10' Screen,.010 slot 5'Riser Sand,50 lb bags 1 Bentonite Chips Concrete Mix. Driller Maas Schack P RN—w ttace=0.1^htde=10.2^some=203514&W=35. Assistant: Mamn Bd1 Samph Type: Conatomea Demity Total Footage: Soils Engineer: C=Coped pooh ed 10-30 M ae Earth Boring 23.0 Ft. ss=Split Spoon ta30Med.caap. UP-US&UW4M41M 30.50Dme Rock Coring Ft. Soil Sampling Log Date Started 5-19-98 Sheet 1 Of 1 Date Finish 5-19-98u � rNo. -THI4000.PI . Weight Of Hammel/\ 140 300 ���'�R DRILLING Location 1449 John Fitch Boulevard Hammer Fall I X1 NY 24" 136 Gracay Ave. Line&STA So.Windsor,CT Meriden;CT 06451 Ground Water Observations Pbone/Fax 203-235-1944 Offset Date Time Depth BRP ASSOCIATES,INC. - Ground Elevation 167 New Britain Ave. - Hole No. MW-3 Plainville,CT 06062 Core Sampler O.D. 2' I.D. 1518. Casing Sampler Barret Type HSA SS Type Of Rig Truck Mounted Rig:CME 75 Size I.D. 4 114" 1 5/8" Deer- sanpk Type onSaopte Dewily Profile Frrdldcnd&uionOfSeas saopk below No. Of From To or Cheep surface Depau samplo Canid DqA Remute PJCV.Ft. Ob 12 12-11 maimm Elm No• Roc vel. Pill-wood,concrete,brown fuar-coarse sand and gravel,metal, e. 12.0' orey clay. 20.0' B.O.B.Set 2"PVC well at 20.0'Using: Threaded Plug 10' Screen,.010 slot 10' Riser Sand,50 lb bags 1 Bentonite Chips Concrete Mix. t . Driller:Mate t Waco-0.1^little-to.W%some=203PA and=3,50% Assistant- Kumin sample type: C&mtodeaa Density Total Footage: Soils Engineer: "ttasee ss-sir spom 10-adw 30 Teed.Comp. Earth Boring 20.0 Ft. UP-thdiaufiedPistm 30-30Dewe Rack Coring Ft. Soil Sampling Log Date Started 5-19-98 .y� Sheet 1 Of 1 Date Finish 5-19-988\ Proj"No. TM4000.P1 Wei Of /\1 140 300 GLAdER 1 DR 1 LLI N G Location 1449 John Fitch Boulevard Hammer FaU 30' 24" 136 Gracey Ave. Line&STA So.Windsor,CT Meriden;CT 06451 Ground Water Observations Phone/Fax 203-235-1944 Offset Date Time Depth ERP ASSOCIATES,INC. Ground Elevation 167 New Britain Ave. Hole No. MW-4 Sampler O.D. 2" I D. t 5/8" Plainville,CT 06062 cow Casing Sampler Barrel Type HSA SS Type Of Rig Truck Mounted Rig:CW-75 Size I.A. 4 1/4" 1 5/8" Blom Far 6 Dept. sample Typo on Sample Dcmdty Plotile Fdd Idmmdacathm Of Soils Sample Below No. Of Or Cb=p Sudwe Depth. Sample From TO Cousin Dcp t Re wks Ekv.FL 0.6 W2 12-18 M&RAe flw. tr°• l2ce 3ravel. Brown fine-coarse sand and silt,little fine-coarse gravel,some ,concrete,wood(fill). 10.0' Diuk brown silty clay. 20.0' .O.B.Set 2"PVC well at 20.0'Using: Threaded Plug 10, Screen,.010 slot 10' Riser Sand,50lb bags I Bentonite Chips Concrete Mix. i Driller: Mark S0001 mad trace=0.I^Ride=lu.2WA wine=20.350A and=35."% Assistant: MOM Sample fie- Cohe.iaaea Deapty Total Footage: Soils En ' eer. KevinMogee C-Cemed W-Wadw 0.101.00.e Earth 20.0 Ft. as-Spttl spoon I0-30 Med.Comp. Boring tin-Undisturbed Notoe 30.50DMc Rock Coring Ft.