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HomeMy WebLinkAboutWell New 485 Niederwerfer Road 45 - !' PERMIT NUMBER CPR ARev.7/95 q�J STATE OF CONNECTICUT �13.1'4 5 DEPARTMENT OF CONSUMER PROTECTION REAL ESTATE&PROFESSiONATr r DES DIVISION WELL DRIL; «� C 165 Capitol Ave ,H tI LOCA 1 OF LL (Town, (Street) mA ,8 H A MATE `� 39 OWNER OF WELL INDIVIDUAL 0A3116DER OTHER(Specify) OWNER'S R SS Est.No.of PROPOSED DOMESTIC BUSINESS FARM TEST People being USE OF ESTABLISHMENT WELL served. WELL ❑ SUPPLY a INDUSTRIAL AIR a COWaTwNING STHER) SKETCH OF WELL LOCATION Locate well with respect to at least two roads,a owing distance from intersection and front of lot location of lot to at least two roads Well location on to and to house(if resent) Indicate North 7 1 Approximate number of feet from well to nearest source of possible contamination: f The undersigned is aware that upon completion of the well,a`Well Completion Report"containing construction details and information required under Section 25-131 of the 1969 Supplement to the General Statutes must be sent to the owner,the Department of Consumer Protection and the Water Resources Commission on the form provided•by the agency. This permit is not-valid until all information is filled in and it has been counter-signed by the Director of Health or his agent. " APPLICANT(Signature) APPLICANTS ADDRESS REGISTRATION NO. BY(Town Health Officer or Agdno- DA LAPPROVED ❑ CTED _n REMARKS ®� RETURN THIS COPY TO DEPARTMENT OF CONSUMER PROTECTION r r "w -ftQ,PR-9 Rev.7/95 .. . Dc NOT fill In STATE OF CONNECTICUT 0A1E WELL NO. DEPARTMENT OF CONSUMER PROTECTION - REAL ESTATE&PROFESSIONAL TRADES DIVISION' OTHER NO.: 'WELL DRILLING COMPLETION REPORT 165 Capitol Avenue,Hartford,Connecticut 06106 OWNER E ADDRESS MARIO• GIROUX CONSTRUCTION 84' WESTVIEW DR. , EAT WI D R CT 060 8w, LOCATION (No.a Sheet) (Yoivnl :: (Ld Number) OF WELL _ NEIDERWERFER RD. SO. WINDSQR 2 X DOMESTIC-_ rj BUSINESS FARM TEST PROPOSED ESTABUSHMENT WELL USE OF WELL a PUBLIC ❑ INDUSTRIAL a AIR OTHER SUPPLY CONDITIONINGDRILLING ) ' EQUIPMENT a ROTARY © COMPRESSED SIGN -PERCUSSION a (SpER ecify) CASING- LENGTH(feet) DIAMETER(incites) WEIGHT PER FOOT DRIVE SHOE M. CASING GROUTED? DETAILS TTHREADED a WELDED YES ❑ NO• M YES ' ❑ NO 55 6 1 YIELD TEST 10&41LE0 PUMPED ® COMPRESSED AIR HOURS 4: YIE 1((GPM). WATER' MEASURE FROM LAND SURFACE-STATIC(Specify feel) DURING YIELD TEST•(leet) Depth of el Completed Well in fe LEVEL- :. 25 305 3 -5 MAKE LENGTH OPEN TO AQUIFER(NW) - SCREEN DETAILS SLOT SIZE DIAMETER(kw tes) IF GRAVEL Diameter of well GRAVEL SIZE(kmtm) FROM(feet) TO(feet) PACKED: trtckding gravel pads (irt hes) DEPTH FROM LAND TO SURFACE FORMATION DESCRIPTION Sketch exact location ofwelf with distances,.to at feast two permanent landmarks FEET TO FEET.' 0 47 SAND & GRAVEL -47 305 ' RED SHALE - If yield was tested at different depths during drilling,list below FEET GALLONS PER MINUTE DATE WELL COMPLETED PERMIT NO- ' REGISTRATION NO DATE OF REPORT DRI (Sig ature) 7/5/02 213145 1 HN M I#FFORD AGENCY 1 Y SOWN 8 O-P So� Vii� x F C U 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soa•co TELEPHONE (860)644-2511 March 3, 2006 Michael & L-igia Brito 528 Niederwerfer Road South Windsor, CT 06074 Dear Michael & Ligia Brito, As you are aware, a sample of you r-well-water-wa&-collected--and-delivered----------- --- to the State Health Department laboratory to be analyzed for several contaminants. As.is-evident from the enclosed report, none were detected. If.you have any questions,. please contact me at the South Windsor Town Hall at 644-251.1 ext. 248. Yours truly, Robert Deptula, R.S. Environmental Health Officer RD/cm Cc: MaryAnne Danyluk CT DEP, Remediation Section, Bureau of Waste Management 79 Elm Street Hartford, CT 06'106-5122 STATE OP CONNECTICUT • Department of Public Health Division of Laboratory Services 7NR B�1 18020953 IS06074 1 0771 , 10 Clinton St.,P.O.Box 1689 INFORMATION Hartford,CT 06144 132SOUTH WINDSOR CONN.CLINICAL TESTING LICENSE#CL-0 197 BREDO TELEPHONE:(860)509-8500 528 NIEDERWERF SOUTH WINDSOR CT 06074 ROBERT DEPTULA, SANITARIAN 1540 SULLIVAN AVE TOWN HALL 0 1/31/06 02/01/06 02/14/06 L SOUTH WINDSOR CT 06074 17,'30 15,'08 10-'34 F- 71 -- REPOR FINAL REPORTT COMMENT TEST(S) IN MRESULT(S) SAMPLIN77=74Tz TAP COLLECTOR: DEPTULA TITLE: RS PRIVATE WELL TREATMENT: DATE ANALYZED 2/10/06 ----------------------------------------------------------- EPA METHOD 504. 1 MEASUREMENT OF 1 ,2-DIBROMOETHANE (EDB) , 172-DIBROMO- 3-CHLOROPROPANE (DBCP) AND 1 ,2,3 TRICHLOROPROPANE ( 123TCP) IN DRINKING WATER BY MICROEXTRACTION AND GAS CHROMATOGRAPHY WITH ELECTRON CAPTURE DETECTION. ------------------------------------------------------------- EPA 504. 1 COMPOUND RESULT MDL POL Ir2-DIBROMOETHANE ND 0.004 0.02 1 ,2-DIBROMO-3-CHLOROPROPANE ND 0.002 0.02 1r2r3-TRICHLOROPROPANE ND 0.008 0.04 All values expressd in ug/l (ppb) ND - None Detected ( less then the POL) MDL - Minimum Detection Limit POL - Practical Quantitation Limit ( lowest standard) MDL calculated based on a Signal/Noise Ratio of 5: 1 according to CFR Part 136 Appendix B REMEDIATION SECTION,2ND rL RECEIVED FEB 15 2M3 WASTE MANAGEMENT ------ END OF REPORT FORM NO.OL-6A REV.01-02 ent By: EnviroTech Laboratory; 860 B88 7249; Sep-23-02 4:59PM; Page 1 ENVIRoTECt-i LABORATORY, LLC 77 C 00k HTLL ROAD • WTN1380 i, C ONNMC:TIC:UT 06095 MARYRT.T.FN TM. M,n I i3i.IjPHUNt' (ate) {RR-�zav September 23,2002 U1tftOrGl Drilling 320 Spring St.F...xt Glastonbury, 0. 06033 Dear Sir: We have the following to report on the sample Submitted to this Laboratory on September 13,2002. Sample Number: 54777 Mark: water sample cal lected 9/12/02 by EnviroTech Lab from " *q$ <+tfer,.3Quth.V{�3ndsoa,Ct CURRENT MAXIMUM CONTAMINATION TEST PARAMETERS TEST RESULTS LEVELS(MCL) - in Tn L ODOR (in NO MCL TURBIDITY 20 NO MCL COLOR 50 NO MCL PIi 7.15 NO MCL NITRITE NITROGEN <0.001 1.0 mg/L NITRATE NITROGEN < 1.00 . 10 0 CHLORIDE 8 250 m , 1lARDNESS - 8$ NO MCL IRON 3,23 NO MCL MANOANF,SE <0.01 Nt7 MCL SODIUM 7,3 NO MCL SULFATE 35 NO M L Ethylene Mbromide as EDB <0.02 u ,, OAS L VOC's See next pages See next pages BACTERIOLOGICAL EXAM Number of Coliform Bacteria Per 100 mLs(membrane filter) 0 0 All parameters analy7ed are below tho Maximum Contamination Levels(MCL's) for potable water and meet the drinking water standards established by the Conn.State Health Department,The color turbidity and iron contents.are very high. The iron content is above the recommetndnd 0,3 mg/L staining level. Tf there are any questions we would be pleased to discuss theta with you. Very truly yours, EnviroT ratory, LLC 100, Maryellen DiLuzio,a member PH 0464 cc:one enclosed Laboratory; 860 B88 7249; 8ep-23-02 4:59PM; Page 2 ErNvnao F,cH LABCIRAToxty, LLC 77 COOK HILL ROAD• WINDtSOR, C ONNECTIC:UT 06099 MARYELLBN niI. M0 TbLGM19NE (R60)699.7249 September 23,2002 Dufford Drilling 320 Spring St Ext Glastonbury,Q.06033 Dear Sir: We bave the following to report on the sannple submitted to this Laboratory on September 13,2002. Sample Number 54777 Marts: water sample collected 9/12/02 by EoviroTech Lab from Lot No.-,485 Niederwerfer,South Windsor,Ct. QRGAINIC CHEMICALS SY EPA 502.2 Results MCL MDL in ug/L in ug/L Benzene 0.5 BDL 5 Hromobenzene 0.5 SDL Bromomethane 0.5 WL n-St+ty]benzene 0.5 5D.L Carbon Tetrachloride 015 RDL 5 Chlorobenzene 0.5 BM 100 Chlo:roethane 0.5 BDL Chloromethano 0.5 BDL 2-Chlorotoluene 0.5 BDL 4-Chlorotoluen* 0.5 BDL Dibromomethalne 0.5 BDL 1,2-Diohlorobernzene 0.5 SL 600 1,3--Di ohlorobenzene 0.5 WL 1,4-Dichlorobenvelne 0.5 RDL 75 1,1-Dichloroethaan® 0.5 BDL 1,2-Diehloroethana (EDC) 0.5 13DL 5 1,1-Dichloroetlhylene 0.5 8DL 7 cis-1,2-Diohloroethylene 0.5 BDL 70 Trans-1,3-Dichloro*thylene 0.5 ML 100 1,2-Dichloropropans 0.5 BDL 5 1,3-Di.chloropropano 015 NDL 2,2-Dichlorepropans 0.5 8DL 1,1-Dichloropropylena 0.5 BDI. cis-1,3-Dichloropropylene 0.5 EML trans-1,3-DichloroproWlene 0.5 SDL Ethylbenx*sae 0.5 BDL 700 Methylene Chloride 0.5 BbL 3 Laboratory; 860 688 7249; Sep-23-02 5:OOPM; Page 3/6 ENYIRUTLcll LABORATOR31, LLC 77 COOK 1.11EA.ROAD - WTNT)SOR, CONNECTICUT 06095 MARYI LLEN DtLEJZ10 T"L-kiomj (860)fi88-72d9 Sample Number- 54777 EPA Method 502 Reaults MCL NDL in ug/L in ug/L NothylTertButylEther (MTBE) 2.0 SDL + Naphthalene 0.5 BDL w n-Propylbenzene 0.5 BDL Styrene 0.5 DDL 110 1,1,1,2-Tetrachloroethane 0.5 BDL w 1,1,2,2-Tetrachloro®thane 0.5 BDL Tetraahloroothylene 0.5 BDL 5 Toluene 0.5 BDL 1000 Total Trihmalomethanea (TTHM) EnL 100 Bromodiohloromethane 0.5 BDL ,tw Bromoform 0.5 SDL ww Chlorodibromamothane 0.15 WL ** Chloroform 0.5 0.5 *t 1,2,4-Triahlorobanaene 0.5 RDL 5 1,1,1-Trichloraethsne 0.5 EDL 200 1,1,2-Triohloroethano 0.5 DDL 5 Trichloroethyleno 0.5 DDL 5 1,2,3-Trichloropropane 0.5 SDL 1,2,6-TrimmthylbenXGne 0.5 SDL + 1,3,5-Trimethylbenaene 0.5 BDL Vinyl Chloride 0.5 BDL 2 Xylones (total) 10000 o-Xylene 0.5 BDL *** p/m Xylene 0,5 SOL w w NDL = minimum detectable level BDL - below NDL MCI. = maximum contaminant leve1 x - no NCL established ** - MCL is for the combined four TTM4,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, !ryelFJD iaboratory zi.o cc! one enclosed PH-0464 6 PH-0547 HERB HOLDENTRUCKING, INC. Page 3 59 BR D BROOK ROAD • P.O. BOX 307 • BROAD BROOK, CT 06016 Invoice Tel. (860)623-8855 Fax(860)627-7896 1-800-742-6701 CT ONLY OUST • DATE INVOICE NO. SOLD GIROUX CONST TO 84 WESTVIEW DRIVE E17019k 8/29/01 INV12891 EAST WINDSOR, CT ❑6088 TERMS: DUE UPON RECEIPT GRAVEL• SCREENED SAND & STONE • SELECT LOAM • FILL • SITEWORK • PORTABLE CRUSHING SERVICE CUSTOMER ORDER NO. TAX 10 NUMBER JOB DESCRIPTION 1-1000 SOUTH WINDSOR DELIVERED OUANTITY CODE 8/21/20 2 80-00 35S PEASTONE DEL YD 13-SO 11080-00 8/27/2 24:0. SE:PT1;'..3 D; 1:?EI__ YDS 9.0E1 LOT 1 'Uhaink lJou • • r2,671.20 N.TAiMDSE. TAXABLE MDSE. IIWE AGREE THE TERMS ARE NET 30 DAYS FROM DATE OF INVOICE. INTEREST AT THE RATE OF 1 1/2% PER MONTH WILL BE opll CHARGED ON ALL INVOICES NOT PAID WITHIN 45 DAYS.I/WE ALSO AGREE THAT ALL CHARGE PRIVILEGES WILL BE SUSPENDED IF ANY INVOICES REACH 60 DAYS. I/WE AGREE TO PAY INTEREST, ATTORNEY'S FEES, SHERIFF FEES AND COURT COSTS IF MINE OUR ACCOUNT MUST BE TURNED OVER FOR COLLECTION. I/WE ALSO CERTIFY THAT THE ABOVE INFORMATION IS TRUE. HERB HOLDEN TRUCKING, INC. paw 1 59 BROAD BROOK ROAD • P.O. BOX 307 • BROAD BROOK, CT 06016 Invoice Tel. (860) 623-8855 Fax (860) 627-7896 1-800-742-6701 CT ONLY 9 '� - -- • DATE INVOICE CIROUX t ONST sooD 84 WESTVIEW DRIVE 0701 9 9.-9:=t7 ° INV1298 EAST WINDSOR, `'T 06088 TERMS: DUE UPON RECEIPT GRAVEL • SCREENED SAND & STONE • SELECT LOAM • FILL • SITEWORK • PORTABLE CRUSHING SERVICE CUSTOMER ORDER NO, TAX ID NUMBER JOB DESCRIPTION SOUTH WINDSOR DELIVERED OUANTITY CODE DESCRIPTION PRICE AMOUNT yam•wig .. ,s. 0; +j: i 8:`�c8/G 83-[^ ;38f" 13 L TsE_ i i 7-Eu 5i=L s?L 8/28/0 22-02 40S R.A.P. DEL TON 7-SO 72- S `*u i 0.00 2,316.6S 139. 0 INVOICE �,'� -05 • MDSE. - MDSE. • TAL UWE AGREE THE TERMS ARE NET 30 DAYS FROM DATE OF INVOICE. INTEREST AT THE RATE OF 1 1/2% PER MONTH WILL BE CHARGED ON ALL INVOICES NOT PAID WITHIN 45 DAYS.I/WE ALSO AGREE THAT ALL CHARGE PRIVILEGES WILL BE SUSPENDED IF ANY INVOICES REACH 60 DAYS, I/WE AGREE TO PAY INTEREST, ATTORNEY'S FEES, SHERIFF FEES AND COURT COSTS IF MINE/OUR ACCOUNT MUST BE TURNED OVER FOR COLLECTION.I/WE ALSO CERTIFY THAT THE ABOVE INFORMATION IS TRUE. BUG-O6- OWTUE) 0 :13 GRAIN SIZE DISTRIBUTION TEST DATA Test No. : 8 ------------------ --------------------------- Date: 08-02-2002 Project No. : 2030 Project: Herb Holden Trucking ---'-- ___ Sample Data -'"" Location of Sample: Borrow Pit E5 Ellington,Ct Sample Description: Reddish Brown Sand USCS Class: SP Liquid limit: N/A AASHTO Class: A-1-b Plasticity index: N/A Notes ---- Remarks. Pick up by client Septic Fill _ Page 1 Specification: State septic fill --------------- Mechanical Analysis Data '"-"'---- Initial After wash Dry sample and tare= 1604.40 1599.60 Tare = 0.00 0.00 Dry sample weight = 1604.40 1599.60 Minus #200 from wash= 0.3 -% Tare for cumulative weight retained= 0 Sieve Cumul. Wt. Percent Specification Deviation, retained finer Limits, percent percent # 4 0.00 100.0 100.0 to 100.0 # 10 166.60 89.6 70.0 to 100.0 # 20 730.50 54.5 # 40 1436.20 10.5 10.0 to 50.0 # 100 1581 .40 1 .4 0.0 to 20.0 # 200 1594.30 0.6 0.0 to 5.0 Fractional Components r --- ---w----r---------------M---------------_Gravel/Sand based on sieve Sand/Fines based on #200 sieve % + 3 in. = 0.0 GRAVEL _ 10.4 SAND = 89.0 % FINES = 0.6 D85- 1 .67 D60= 0.929 D50- 0.793 030= 0.5929 D15- 0.46559 D10= 0.41976 Cc - 0.9016 Cu = 2.2131 r RUG-06-ZOOZ(TUU) 09;13 P, 003/003 A GRAIN . SIZE DISTRIBUTION TEST REPORT 100 �_, c e — a ----SA�eificailon: m n ea a Mate aePtic fill . V 90 Ns V V ao 70 h60 ; t 50 U a d 30 j: 20 10 0 � 11 i 200 100 10.0 1 .0 0.1 0.01 0.001 GRAIN SIZE - mrn Car +3" Z GRAVEL T SAND % SILT 9 CLAY S 0.0 10.4 89.0 0. 5 LL PI D86 DSO DSO D30 015 DI Cc Cu • N/A N/A 1 .67 0.929 0.793 0.593 0.466 0.420 0.90 2.2 MATERIAL DESCRIPTION USCS AASHTO • Rcdd1ah Brown Sand SP A-1-b Project No. : 2030 Rcmarks.- Project: Herb Holden Trucking Pick up by Client • Location: Borrow Fit E5 Ellington,Ct Septic Fill Date: 08-02-2002 GRAIN SIZE DISTRIBUTION TEST REPORT TRH-STATE MATERIALS TESTING Page 1