The URL can be used to link to this page

Home My WebLink About0020 EASTWOOD LANE - Health (2) aD £A.ST-Woorj �=`Cc�_ eIK ?at� a57- C3 Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: ,New Well Street Number: Street Name: 20 EASTWOOD LANE IPlease specify well type: Building Lot#: Assessor's Map#: Irrigation 025 Assessor's Lot#: ZIP Code: _ Number Of Wells: 036 02635 C., City/Town: Well Location BARNSTABLE In public right-of-way: GPS t"1Yes t"No North: West: 41.64431 70.44901 Subdivision/Property/Description: Mailing Address: click here if same as well location address Property Owner: Street Number: Street Name: CAMERON DENNIS 20 EASTWOOD LANE City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02635 Board of health permit obtained: C Yes .Not Required Permit Number: Date Issued: _ W2022005 03/0812022 Massachusetts Department of Environmental Protection e Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger _ Choose Bedrock-- WELL LOG OVERBURDEN LITHOLOGY _....................--............................._._.. —-.-....._._-... .... -—----- _. ...-_....-..........----— ._...........--..__.._...._..From(ft) To(ft) Code Color Comment — Drop in drill Extra fast or slow Loss or addition stem drill rate of fluid � =Addto,,Fine To Coarse Sr �YES NO t� 10 15 Silty Sand �� Brown ...... !� i i Fast t�Slow . ..� ,._ YE........(...7..... .. S ND I Lnss Addition ............ — --- 15 35 Fine To Coarse S ;�` Brown 'i r C Fast Slow =ssAdditon YES NO 35 Fast('Slow 55 Fine To Coarse S Brown �— YES NO Loss Addition WELL LOG BEDROCK LITHOLOGY Drop in Extra fast or Loss or Visible Rust Extra From(ft) To(ft) Code Comment addition of Large drill)stem slow drill rate fluid Staining Chips P Choose Code 1� ( ---�—� �Yes �Yes ( YES NO Fast Slow Loss Addition ADDITIONAL WELL INFORMATION Developed Yes ("No Disinfected Yes t":Nb Total Well Depth 55 Depth to Bedrock Surface Seal Type None :Jracture Enhancement f``Yes C No CASING r,Is Casing above ground From L Type Thickness Diameter Driveshoe ........ ..... .....Polyvinyl Chloride + Schedule 40 1� K= r.Yes SCREEN 11 No Screen From To Type Slot Size Diameter � 52 55 Stainless Steel Well Point OAl2 R 14 WATER-BEARING ZONES 1� DRY WELL From To Yield(gpm) 42 55 12 PERMANENT PUMP(IF AVAILABLE) Wire Constant PumpSpeed Description Horsepower ubmersible 3/4 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Pump Intake Depth(ft) 51 Nominal Pump Capacity(gpm) 10 ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of (gal) (count) Placement 0 lChoose Material �� Choose Material —^, C� Choose One— WELL TEST DATA Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft Date (HH:MM) BGS) (HH:MM) BGS) 04/25/2022 1 Constant Rate Pump w K= 01:30 43 00:01 42 WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) 04/25/2022 142 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. WILLIAM Monitoring[M] Supervising Driller DESMOND, DrillerURQUHART Registration# 877 Signature PATRICK, DESMOND WELL Date Job Complete Firm DRILLING INC. Rig Permit# 0551 04�27/2022 — NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. ENVIROTECH LABORATORIES,INC. MA CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name: Desmond/-Yell Drilling Location Address: PO Box 2783 20 Eastwood Lane Orleans, MA Cotuit,MA 02653 Lab Number: DW-221361 Collected By : Desmond Well Drilling Date Received: 04/25/22 Sample Type: Irrigation Well Specs +'. '`-a�"stf 'd"'.M��'�:;a `F ar.?4 3 gz'yf " � `S'SF �Locatton Source ��mate Callect�ed��Tme Cnl�ected Gaerrts r Analysis Requested Units ;Recommended Limits Analysis Result ltlethod Date Analyzed Antlyzed By Total Coliform CFU/100mL 0 0 SM9222B 04725/2022 JMIDC Q 16:15 _-__._ _. -. _:._.- . -- - pH pH units 6 5-8.5 6 01 SM 4500 H B 04125i2022 RS Specific Conductances umhosicm 500 81.8 EPA 1201 04/25/2022 RS <0 006 EPA 300.0 0 Nit rite-N mg/L. 1.00 4/25/2022 RS_ _.__------------- Nitrate-N mg/L 10.0 0.068 EPA 300.0 04/25/2022 RS - _ Sodium mg/L 20.0 12 EPA 200 7 05/03/2022 KB _.. _ Total Iron mg/L .0.3 0.96 EPA 200 7 05/03l2022 _ ... Manganese - mglL 0 05 0.108 EPA 200.7 05/0312 Comments: pH is below recommended limit and may have corrosive characteristics. Iron Level is not a health hazard,but may cause taste and staining problems. Over a lifetime,the EPA recommends that people drink water with manganese levels less than 0.3 mg/L and over the short term,EPA recommends that people limit their consumption of water with levels over 1.0 mg/L All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met, unless otherwise noted at the end of a given sample's analytical results. We certify that the following results are true and accurate to the best of our knowledge. Water meets EPA standards and is suitable for drinking for parameters tested. Date `5/3/2022_ Ronald J.Saari Laboratory Director BRL Below Reportable Limits `'See AttacJted Page 1 of 1 oCerttfzcation is not available for this analyze for potable water samples..