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Home My WebLink AboutWell New 215 Foster Street &15 WELL COMPLETION REPORT " STATE of CONNECTICUT - po NOr fill in DEPARTMENT.OF CONSUMER PROTECTION STATE WELL NO. CPR_9 REV'9-79 WELL DRILLING BOARD N GRAND STREET OTHER NO. HARTFORD, CONNECTICUT 06106 AME ADDRESS OWNER ROMaY IAMI, S• WniDWR _ Z s LOCATION �1{{��te�y} (No. & Street) �x (Town) (Lot Number) OF WELL POSTER .trt s S. BUSINESS F]DOMESTIC ESTABLISHMENT TEST WELL FARM PROPOSED USE OF AIR OTHER WELL PUBLIC SUPPLY INDUSTRIAL ❑ CONDITIONING (Specify) COMPRESSED CABLE OTHER DRILLING EQUIPMENT ROTARY AIR PERCUSSION PERCUSSION (Specify) RI HOE WAS CASING GROUTED? CASING LENGTH(feet) DIAMETER(inches) WEIGHT PER FOOT ❑ WELDED YES NO YES NO DETAILS ® THREADED HOURS YIELD (G.P.M.) YIELD !?I TEST El BAILED D PUMPED COMPRESSED AIR (feet) Depth of Completed Well WATER MEASURE FROM LAND SURFACE—STATIC(Specify feet) DURING.YIELD TEST feet LEVEL G _.0 in feet below Land surface: , LENGTH OPEN TO AQUIFER(feet) MAKE SCREEN DIAMETER inches GRAVEL SIZE(inches) FRCAl%(feet) TO(feet DETAILS SLOT SIZE ( ) IF GRAVEL Diameter of well including PACKED: gravel pack(inches): DEPTH FROM LAND SURFACE Sketch exact location of well with distances, to at,least FORMATION DESCRIPTION two permanent landmarks. FEET TO FEET Gc.) urc L4 If yield was tested at different depths during drilling, list below FEET GALLONS PER MINUTE --------------- tTE WELL COMPLETED PERMIT NO. REGISTRATION NOs Inn DATE-0F REPORT LL DRILL Hato { Ce.+� 2,2 DEPT. OF ENVIRONMENTAL PROTECTION - WATER RESOURCES r ENVIROTECH LABORATORY TESTING & CONSULTING 77 COOK HILL ROAD • WINDSOR, CONNECTICUT 06095 MARYELLEN DILUZIO TELFPHoNE March 16, 1999 (860) 688-7249 Sherwood Inspection 147 John Olds Suite 110 Manchester,Ct.06040 Dear Sir; We have the following to report on the sample submitted to this Laboratory on March 9, 1999. Sample Number: 43156 Mark: water sample collected 03/08/99 by David Sherwood from Lot No.-, 215 Foster St., South Windsor,Ct. CURRENT MAXIMUM CONTAMINATION TEST PARAMETERS TEST RESULTS LEVELS (MCL) in m ODOR NONE NO MCL TURBIDITY 0 NO MCL COLOR 0 NO MCL PH 7.31 NO MCL NITRITE NITROGEN 0.003 1.0 m NITRATE NITROGEN 3.50 10 m CHLORIDE 18 250 m HARDNESS 96 NO MCL IRON <0.05 NO MCL MANGANESE <0.01 NO MCL SODIUM 8.4 NO MCL SULFATE 14.2 NO MCL V.O.C.'s See next pages See next pages BACTERIOLOGICAL EXAM Number of Coliform Bacteria Per 100 mLs(membrane filter) 0 0 All parameters analyzed are below Maximum Contamination Levels(MCL's)for potable water and meet the drinking water standards established by the Conn. State Health Department. If there are any questions we would be pleased to discuss them with you. Very truly yours, EnviroTech Laboratory Maryellen DiLuzio PH 0464 cc: one enclosed PHYSICAL PARAMETERS ODOR; MCL = none, recommended < 2 - Scale 0 = none, 1 = very faint, 2 = faint, 3 = distinct. 4 = decided. 5 = stronq. Good well water should be free of odor. TURBIDITY; MCL = none, recommended < 5 - A measure of particles in the water, usually indicates iron. PH; MCL = none, recommended 6.4 - 10.0 - pH ranqes from 0 - 14. A pH of 7 is neutral , < 7 is acidic, > 7 is basic. A pH less than 6.4 is considered acidic and may be corrosive to pipinq. COLOR; MCL = none, recommended < 15 - High color usually indicates the presence of iron. INORGANIC PARAMETERS NIRITE NITROGEN; MCL 1.0 mq/L - An intermediate breakdown product of organic matter. See nitrate comment. NITRATE NITROGEN; MCL 10.0 mq/L - The final completely oxidized staqe of nitroqen. Levels above 10 are known to be harmful to infants. Preqnant/nursinq mothers and parents of infants should consult with a physican. CHLORIDE; MCL 250 mq/L - The non-metallic portion of common salt. Levels above 50 mq/L may indicate undesirably hiqh sodium levels and it also may appreciably increase corrosion rates. Levels above 250 mq/L inpart a salty taste noticeable to most people. HARDNESS; MCL none - A measure of the total calcium and magnesium in water. Waters over 100 mq/L are described as hard and levels over 250 mq/L are considered very hard. The effect of hardness is to increase the amount of soap necessary to form suds with water. Hiqh levels may also increase scalinq on the inside of water pipes. IRON; MCL none - Above 0.3 mq/L iron may cause staini.nq to laundry and fixtures. Iron is naturally occurrinq water mineral due to the geology of the area. MANGENESE; MCL none - Above 0.05 mq/L mangense may cause staininq to laundry and fixtures. See iron comment SULFATE; MCL none - A naturally occurinq substance in water, levels above 250 mq/L may inpart a bitter taste and render a laxative effect. SODIUM; MCL none - A notification level of 28 mq/L has been established for people on low salt diets, hiqh levels may increase the corrosive effect. ORGANIC CHEMICALS VOLATILE ORGANIC CHEMICALS (VOC) - see report for a listinq of the individual chemical MCL. VOC's are a qas chro- matographic scan of 58 compounds. This list was de- termined by the Conneticut State Department of Health. These compounds include some of the more commonly found ground water contaminates. ENVIROTECH LABORATORY TESTING &c CONSULTING 77 COOK HILL ROAD - WINDSOR,CONNECTICUT 06095 MARYELLEN DiLUZIO TELEPHONE March 16, 1999 (860) 688-7249 Sherwood Inspection 147 John Olds Suite 110 Manchester,Ct.06040 Dear Sir; We have the following to report on the sample submitted to this Laboratory on March 9, 1999. Sample Number: 43156 Mask: water sample collected 03/08/99 by David Sherwood from Lot No. -, 215 Foster St.,South Windsor,Ct. ORGAINIC CHEMICALS BY EPA 502.2 Results MCL MDL in ug/L in uq/L Benzene 0.5 BDL 5 Bromobenzene 0.5 BDL Bromomethane 0.5 BDL n-Butylbenzene 0.5 BDL Carbon Tetrachloride 0.5 BDL 5 Chlorobenzene 0.5 BDL 100 Chloroethane 0.5 BDL Chloromethane 0.5 BDL 2-Chlorotaluene 0.5 BDL 4-Chlorotaluene 0.5 BDL Dibromomethane 0.5 BDL 1 ,2-Dichlorobenzene 0.5 BDL 600 1 ,3-Dichlorobenzene 0.5 BDL 1 ,4-Dichlorobenzene 0.5 BDL 75 1 ,1-Dichloroethane 0.5 BDL 1 ,2-Dichloroethane (EDC) 0.5 BDL 5 1 ,1-Dichloroethylene 0.5 BDL 7 cis-1 ,2-Dichloroethylene 0.5 BDL 70 Trans-1 ,2-Dichloroethylene 0.5 BDL 100 1 ,2-Dichloropropane 0.5 BDL 5 1 ,3-Dichloropropane 0.5 BDL # 2,2-Dichloropropane 0.5 BDL 1 , 1-Dichioropropylene 0.5 BDL cis-1 ,3-Dichloropropylene 0.5 BDL � trans-1 ,3-Dichlor-opropylene 0.5 BDL Ethylbenzene 0.5 BDL 700 Methylene Chloride 0.5 BDL 5 EPA Method 502.2 Results MCL MDL in ug/L in ug/L MethylTertHutylEther (MTBE) 2.0 BDL Naphthalene 0.5 BDL n-Propylbenzene 0.5 BDL Styrene 0.5 BDL 110 1, 191,2-Tetrachloroethane 0.5 BDL 1, 1 ,2,2-Tetrachloroethane 0.5 BDL Tetrachloroethylene 0.5 BDL 5 Toluene 0.5 BDL 1000 Total Trihalomethanes (TTHM) BDL 100 Bromodichloromethane 0.5 BDL Bromoform 0.5 BDL Chlorodibromomethane 0.5 BDL Chloroform 0.5 BDL 19294-Trichlorobenzene 0.5 BDL 5 1 ,1 , 1-Trichloroethane 0.5 BDL 200 191 ,2-Trichloroethane 0.5 BDL 5 Trichloroethylene 0.5 BDL 5 1,2,3-Trichloropropane 0.5 BDL 1 ,2,4-Trimethylbenzene 0.5 BDL 193,5-Trimethylbenzene 0.5 BDL Vinyl Chloride 0.5 BDL 2 Xylenes. (total ) 10000 o-Xylene 0.5 BDL p/m Xylene 0.5 BDL MDL = minimum detectable level BDL = below MDL MCL = maximum contaminant level * = no MCL established = MCL is for the combined four TTHM"s * = MCL is for the combined three Xylene If there are any questions we would be pleased to discuss them with you. Very truly yours, EnviroTech Laboratory Maryellen DiLuzio cc: one enclosed PH-0464 & PH-0547