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Home My WebLink AboutWell New 31 Edwin Road STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION REAL ESTATE At PROFESSIONAL TRADES DIVISION WELL DRILLING COMPLETION REPORT 165 Capitol Aveauce,Hartford,Connecticut Of I Of OWNER "ME ADDRESS LOCATION (No A Slmvl) (Town) (Lot14~) OF WELL 31 Edwin Rd. South Windsor ZOOS Z -2 55 DOMESTIC BUSINESS FARM TEST PROPOSED ESTABLISHMENT 0 WELL USE OF WELL PUBLIC INDUSTRIAL AIR OTHER SUPPLY CONDITIONING S DRILLING ROTARY COMPRE33EO CABLE OTHER EQUIPMENT AIR PERCUSSION PERCU3310N (Speoiy) CASING I N H(1"1) OLAMETER InU+++) WMEIGH PERFOOT , N H WA A IN ROU v DETAILS a THREADED WEl0E0 .❑ YES ❑ NO ❑ YES ❑ NO YIELD TEST BAILED F� PUIIPEO a COmPRESSIDAIR HOURS Yt L ( PM( WATER MEASURE FROM LAJNO SURFACE-SAT ( pecity Ihq DURING YIELD S (IW) Depth of Comp41W wee n W LEVEL MAKE _ LENGTH OPEN TO AOVIFER(aNq SCREEN DETAILS $LOT SIZE OtAM T R OW*0 IF GRAVEL ar of well RA l SIZE(npw11 R u«u IO un+. PACKED. nctW.q y.rµ peas (r+a"0 DEPTH FROM LAND TO SURFACE FORMATION DESCRIPTION Sketch exact location of well with distances.to at least two FEET TO FEET patnanent I&r4n%&ks ** See Attached Soil Sampling Los for Details. It yKW was tested at ditletent depths during dti4ing.41 below FEET GALLONS PER MINUTE ` =n-E� DATE YTELL COMPLETED PERMIT NO REGISTRATION NO DATE OF REPORT t� � YvEll 0 LER t39^+�V+I 5-'L5-U5 WUR-1360 WND. 34 DISTRIBUTION: DEPARTMENT OF CONSUMER PROTECTION, DEPARTMENT OF ENVIRONMENTAL PROTECTION, PROPERTY OWNER,WELL DRILLING CONTRACTOR 6 LOCAL DIRECTOR OF HEALTH. 4 f Soil Sampling Log Date Started 5-25-05 Sheet 1 Of 1_ Date Finish 5-25-055 Proj.No. Weight Of Hame /\ 140 300 GLACIER 1 DRILLING m Location 31 Edwin Rd. Hammer Fall 30' 24" Durham,CT 06422 South Windsor,CT Phone/Fax 860-645-1304 Ground Water Observations Offset Date Time Depth Catalyst Environmental Consulting,Inc. Ground Elevation 7 B Herman Dr. Hole No. CW-6 Simsbury,CT 06070 Core Sampler O.D. 2" I.D. 1 3/8" Casing Sampler Barrel Type Of Rig Truck Mounted Rig:D-50 Type HSA SS Size I.D. 4 1/4" 1 3/8" Blows Per 1 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. Ofi r,12 12-I8 Moisture Elev. No. Pen Rec 0-2 SS 19 17 11 Med.Comp. "Asphalt. 1 24" 14" 10 Dry Top 3" Underlayment. Next 3" Red fine sand and silt. Bottom 9" Tan fine sand,little silt. 2-4 SS 10 8 7 Med.Comp. Same as above,bottom part of sample 1. 2 24" 20" 10 Dry 4-6 SS 6 6 6 Med.Comp. Tan fine-medium sand,trace coarse sand,trace silt. 3 24" 15" 5 Dry 6-8 SS 11 8 5 Med.Comp. Same as above,sample 3. 4 24" 3" 5 Wet Bttom 1" Brown clay. ugered to 13.0'. 13.0' .O.B.,set a 2"PVC Monitoring Well using: Threaded Plug 10'Screen,.010 slot 'Riser 50 lbs# I Sand to 4' 1 bag Bentonite Chips to 2' Expandable Gripper Lock "Road Box 1 1/2 bags Cement Mix Driller: Tim Sabo Proportions used trace=0.101%,little=10.20_%,some-20,35%,and-35.50°/. Assistant: Marvin Bell Sample Type: Cohesionless Density Total Footage: Pete Sullivan C-Cored W=washed o•10 Loose Earth Boring Ft. Soils Engineer. 13.0 SS=Split Spoon 10.30 Med.Comp. g UP=undisturbed Piston 30-50 Dense Rock Coring Ft. y i Soil Sampling Log Date Started 5-25-05 Sheet 1 Of 1_ Date Finish 5-25-05 � Proj.No. Weight Of Hamrne 140 300 GLACIER D R I L L I N G Location 31 Edwin Rd. Hammer Fall I X 1 30' 1 24" Durham,CT 06422 South Windsor,CT Phone/Fax 860-645-1304 Ground Water Observations Offset Date Time Depth Catalyst Environmental Consulting,Inc. Ground Elevation 7 B Herman Dr. Hole No. CW-5 Simsbury,CT 06070 Core Sampler O.D. 2" I.D. 1 3/8" Casing Sampler Barrel • Type HSA SS Type Of Rig Truck Mounted Rig:D-50 Size I.D. 4 1/4" 1 3/8" Blows Per 6" PID 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 12.18 Moisture Elev. No. Pen Rec 0-2 SS 15 12 14 Med.Comp. "Asphalt. I 24" 22" 10 Dry Top 3" Underlayment. Next 14" eddish fine sand,trace medium sand,trace fine gravel and silt. Bottom 5" Orange fine sand and silt. 2-4 SS 8 12 12 Med.Comp. Top 3" Same as above,bottom part of sample 1. 2 24" 20" 10 Dry Bottom 17" Yellowish fine sand,trace medium sand,trace silt. 4-6 SS 5 6 6 Med.Comp. Top 3" Same as above,bottom part of sample 2. 3 24" 14" 6 Dry Bottom I V an fine sand,trace silt. 6-8 SS 10 5 5 Med.Comp. Top 6" Same as above,bottom part of sample 3. 4 24" 24" 6 Dry 8-10 Ss 4 8 5 Med.Comp. Top 16" Same as above,bottom part of sample 4. 5 24" 24" 7 Wet Bottom 8" Brown fine sand,little silt. Wet at 9.51. 10-12 Ss 2 2 1 2 Loose Gray clay. 6 24" 24" 2 Wet ugered to 15.0'. 15.0' .O.B.,set a 2"PVC Monitoring Well using: Threaded Plug 10'Screen,.010 slot 'Riser 50 lbs# 1 Sand to 4' I bag Bentonite Chips to 2' Expandable Gripper Lock "Road Box 1 112 bags Cement Mix Driller: Tim Sabo Proportions used trace-0.10%,little-10.20"/s,some-20.35%,and-35.50% Assistant: Marvin Bell Sample Type: Cohesionlen Density Total Footage: Soils Engineer: Pete Sullivan C-Cored W-Washed 0.10 Loose Earth Boring I5.0 Ft. SS-Split Spoon 10.30 Med.Comp. g UP-undisturbed Piston 30.50 Dense Rock Coring Ft. a Soil Sampling Log Date Started 5.25-05 Sheet I Of I Date Finish 5-25-055 / Proj.No. ei htOfHamme /\ 140 300 - GLACIERrDR W DRILLING Location 31 Edwin Rd. Hammer Fall JXJ 30' 24' Durham,CT 06422 South Windsor,CT Phone/Fax 960.645-1304 Ground Water Observations Offset Date Time Depth Catalyst Environmental Consulting,Inc. Ground Elevation 7 B Herrman Dr. Hole No. CW-5 Simsbury,CT 06070 Core Sampler O.D. 2" I.D. 13/8" Casing Sampler Barrel Type HSA SS Type Of Rift Truck Mounted Rig;D-50 Size I.D. 4 1/4" 13/8" On «6" PID Dept- Sample Type on Sample Deodty Profile Field Wemifiadw of son. Ss mpk Below No. or from Tor � Sudan Depths Sample C.W.0 Depth Remab Na Rae On.Ft. 0 12 12•la Moisture On. 0.2 SS IS 1 12 l4 Med.Comp. "Asphalt 1 24" 22" 10 1 Dry Top 3" Undedayment Next 14" Reddisit fine sand,trace medium sand,trace fine gravel and silt. Bottom 5" Orange fine sand and silt. 2-4 SS 8 12 12 Med.Comp. Top 3" Sam as above,bottom part of sample 1. 2 24" 20" 10 Dry Bottom 17" Yellowish fine sand,trace medium sand,trace silt. 4-6 SS 5 6 6 Med.Comp. Top 3" Sam as above,bottom part of sample 2. 3 24" 14" 6 Dry Bottom I ran firm sand,tram silt. 6-8 SS 10 5 5 Med.Comp. Top 6" ame as above,bottom part of sample 3. 4 24" 24" 6 Dry 8-10 Ss 4 8 J. Mod.Comp. Top 16" iame as above,bottom part of sample 4. 5 24" 24" 7 wet Bottom 8" 3rown fine sand,little silt. Wet at 9.51. 10-12 Ss 1 2 1 2 1 2 Loose Gray clay. 6 24" 24" 2 wet ugemd to 150. 15.0' .O.B.,set a 2"PVC Monitoring Well using: Threaded Plug 10'Screen,.010 slot 'Riser 50IN 9 1 Sand to 4' 1 bag Bentonite Chips to 2' xpandable Gripper Lock "Road Box 1 12 bags Cement Mix Driller: Tim Sabo propottiom wed ttaa-0.toy..atde-Io.20X,aMme-20.35-*anti 35.505G Assistant: MwioBdl sample Type: CohesiontmaDendty Total Footage: Soils Engineer. Pete Sullivan C-cKw W-Washed 0-Iotme Earth Boring 15.0 Ft. SS-split spoor i0.30 W&Comp. 8 UP-Umdistt"bed piston 30-50 Dense Rock Coring Ft. Soil Sampling Log Date Started 5-25-05 Sheet 1 Of I_ Date Finish 5-25-05 Proj.No. Weight Of Hammej X 1 140 300 GLACIER DRILLING Location 31 Edwin Rd. Hammer Fall X 30' 24" Durbam,Cr 06422 • South Windsor,CT Phone/Fax 960-645-1304 Ground Water Observations Offset Date Time Depth Catalyst Environmental Consulting,Inc. Ground Elevation 7 B Herman Dr. Hole No. CW-6 Simsbury,CT 06070 Core SamolerO.D. 2" I.D. 13/8" Casing Sampler Barrel Type HSA SS Type Of Rig Truck Mounted Rig:D-50 Size J.D. 4 1/4" 1 318" Blows per Dept. Semple Type on sample Density profile Field Ddendficemm Or Soils Simple Below No. Of Of Chaw surfue Depths sample From To Cemda Remarks Na Ree Elev.Ft. Ob 13 12.18 MdeWte k�avh 0-2 SS 19 17 11 Med.Comp. "Asphalt. 1 24" 14" 10 Dry Top 3" Underlayment Next 3" Red fine sand and silt. Bottom 9" ran fine sand,little silt. 2-4 SS 10 8 7 Med.Comp. Sam as above,bottom part of sample 1. 2 24" 20" 10 Dry 4.6 SS 6 6 6 Med.Comp. ran fine-medium sand,trace coarse sand,trace silt. 3 24" 15" 5 Dry 6-8 SS 11 8 5 Med.Comp. Sam as above,sample 3. 4 24" 3" 5 Wet Bttom I" Brown clay. upend to 13.0'. 13.0' .O.B.,set a 2"PVC Monitoring Well using: Threaded Plug 10'Screen,.010 slot R1sa 50 lbs 91 Sand to 4' 1 bag Bentonite Chips to 2' Expendable Gripper k "Road Box 1 12 bags Cement Mix Driller: lien seho t�opauome wed aeoe-o.lost ame-lo.wx,some-=o.assc,ua-3s.50w Assistant: Marvin Bell simple Type. Cdxsiotden[enty Total Footage: Soils Engineer: Petesuiliven C-Cored W-Washed 0-10Loose Earth Boring 13•o Ft. ss-split Spow 10.30 Mod.Comp. 8 Up-undioAad piston 30.so Dam Rock Coring Ft. Soil Sampling Log Date Started 5.25-05 Sheet 1 Of Imo. Date Finish 5.25-05 -400'E"rDRILLINGLocation Proj.No. Weight Of Hammel 140 300 GLACIER 31 Edwin Rd. Hammer Fall X 30' 24" Durham,Cr 06422 South Windsor,CT Phone/Fax 860-645-1304 Ground Water Observations Offset Date Time Depth Catalyst Environmental Consulting,Inc. Ground Elevation 7 B Herman Dr. Hole No. CW-5 Simsbury,CT 06070 Core Sampler O.D. 2" I.D. 13/8" Casing Sampler Barrel Type HSA SS Type Of Rio: Truck Mounted Rig D-50 Size I.D. 4 1/4" 1 3/8" ows er t� sae No. Off on sample D�r Pied Ideariaadon or sou. SampleSamc PID Sudan Depdu sample Fran To Consist DqA Remarks Elev.Ft. 0.6 12 12.18 idoisme Bev. Na Pen Rec 0.2 SS IS 1 12 1 14 Mat.Comp. V Asphalt. 1 24" 22" 10 Dry Top 3" Underlayment. Next 14" Reddish fine sand,trace medium sand,trace fine gravel and silt. Bottom S" go fine sand and silt. 2-4 SS S 12 12 Mod,Comp. Top 3" am as above,bottom part of sample 1. 2 24" 20" 10 Dry Bottom 17" ellowish fine sand,trace medium sand,trace silt. 4-6 SS 5 6 6 Med.Comp. Top 3" arm as above,bottom part of sample 2. 3 24" 14" 6 Dry Bottom 110 an fine sand,trace silt. 6-8 SS 10 5 5 Med.Comp. Top 6` Same as above,bottom part of sample 3. 4 24" 24" 6 Dry 8-10 Ss 4 8 5 Med.Comp. Top 16" ;ame as above,bottom part of sample 4. 5 24" 24" 7 Wet Bottom 8` 3rown fine sand,little silt. Not at 9.5'. l0-12 Ss 2 2 2 Loose 3ray clay. 6 24" 24" 2 Wet ugered to 150. 15.0' .O.B.,set a 2"PVC Monitoring Well using: Tfacadod Plug IV Screen,.010 slot 'Riser 50 Ibs N I Sand to 4' 1 bag Bentonite Chips to 2' xpandable Gripper ock "Road Box 1 1/2 bags Cement Mix Driller: Tim Sabo Prapordoro used nsa-0.10lG area-10.20tt wme-20.75Y.and-35.50% Assistant: MarvinBdl SaapieType: Cohesiade"Deadty Soils En ui ineer: retesuvart C-twee w-ws" awua te Total Footage: -�- ss-Split Spoon la-30 Med.Comp. Earth Boring 15.0 Ft. UP-and wAed Pistm 30-50 Dense Rock Coring Ft. Soil Sampling Log Date Started 5-25-05 Sheet I Of 1— Date Finish 5-25-05 Prej.No. Wei ht Of Hamnwj X 1 1401 1300 GLACIER DRILLING Location 31 Edwin Rd. m X Hamer Fall 30' 1 24" Durham,CT 06422 ~ South Windsor,CT Phone/Fax 860-645-1304 Ground Water Observations Offset Date Time Depth Catalyst Environmental Consulting,Inc. Ground Elevation 7 B Herman Dr. Hole No. CW-6 Simsbury,CT 06070 Core Sampler O.D. 2" I.D. 1 3/8" Casing Sampler Barrel Type HSA SS Type Of Rig Truck Mounted Rig:D-50 Size I.D. 41/4" 1 3/8" PiD Dept. sample Type6"fU—�Zli ample Deridty Prople Field Ideou6ation Of Sal, Sample Bdow No. Of Or Surface Dopds Sample Cmda Depth Remaen No. Rem Elev.Ft Mdmue mev. 0-2 SS 1 19 1 17 1 11 Med.Comp. 3'Asphalt 1 24' 14" 10 Dry Top 3" Undeflayment. Next 3" Red fine sand and silt. Bottom 9" ran fine sand,little silt. 2-4 SS 10 8 7 Med.Comp. Same as above,bottom part of sample 1. 2 24" 20" 10 Dry 4-6 SS 6 6 6 Med.Comp. ran fine-medium sand,trace coarse sand,trace silt. 3 24" 15" 5 Dry 6-8 SS It 8 5 Med.Comp. Sam as above,sample 3. 4 24" 3" 5 Wet Bttom 1" Brown clay. ugered to 13.0'. 13.0' .O.B.,set a 2"PVC Monitoring Well using: Threaded Plug 10'Scmen,.010 slot 3'Riser 50 IN N I Sand to 4' 1 bag Bentonite Chips to 2' xpandable Gripper Lock "Road Box 1 1/2 bags Cement Mix Driller: Tim Seta Proponiow used wmm-0.1 ft Gore-10.203G,mu-203M and-35.50% Assistant: Mavin Bdl sample Type: Cohmonlen Demaity Total Footage: SoilsEnginae Petesulllven ss-Sp�litspomW l-30 Mod.Camp. Earth Boring 13•e Ft. UP-Und7au"Pisew 30.50 Den" Rock Coring Ft.