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Home My WebLink About0048 WHITE BIRCH WAY - Health (2) 2 White Birch Way, } 1 28-027 1�;. _.- �.�-e .01 4Xu�Y�s�-a.,eollvy i No. 4210 1/3 BLU C� ESSIELTE 10% O O 0 0 . o 1 Z -w-i F7'. II TOWN OF BARNSTABLE LOCATION .� o� .t//1/ �ir� ,'i. SEWAGE#..<: / VILLAGE nQ. ASSE R'S MAP & I OT INSTALLER'S NAME&PHONE N . 6� �9a SEPTIC TANK CAPACITY COO LEACHING FACELrrY: (type). (size) oZ � 01' NO.OF BEDROOMS �- / BUILDER OR WNER _I01.1I ¢('LeSg,/A PERMITDATE: 7 —'1 - 9 � COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet: Edge of Wetland and Leaching Facility(If any wetlands exist Within 300 feet of leaching facility) Feet` . Furnished by No. eZ Fee 6 o c�c� y� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYtcatton for Mt2;pof;a1 *pgtem Congtructton i3ermit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Z, bNfN rk 111 air-K w{Y Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name, ddress,and Tel.No. Designer's Name,Address and Tel.No. 7 ZI -93f9 Type of Building: Dwelling No.of Bedrooms z Garbage Grinder(are) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 'S3 m gallons per day. Calculated daily flow 38Z gallons. Plan Date S—?j Number of sheets / Revision Date Title Description of Soil Z-=4 �l�saw�Tsa.,_T�_� La'*At �o.►�.. l�.r/� w.�A �._�t.�Jt�. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue by ' Bo of Signed Date Application Approved by Date Application Disapproved for the ollowing reasons Permit No. C?l 7 d D., Date Issued w Hj/t �ti f No. 7' �:..Jr 1 �,. V `"/ a" " "4 Fee 1640 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Migooal bpgtem Congtru`ction Permit Application is hereby made for a Permit to Construct( )or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Z,_ 4''� Owner's Name,Address and Tel.No. 7+�Jc.4% T�iF..^.✓(i,,i.:�F."�.. - N'T'". ?-Y A/,Ji I.�,"'�l..'<.•�^`,yl d { .. Assessor's Map/Parcel i I Installer's Name, ddress,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms ^ Garbage Grinder(4J-) i t Other Type of Building No.of Persons Showers( ) Cafeteria( ) r Other Fixtures ' Design Flow gallons per day. Calculated daily flow =' ` gallons. Plan Date t/ 5i Number of sheets 1 Revision Date 1 Title - Description of Soil r� [ Ji!tt 1. [�n rJ < (H w r 7 + n+ / r ri: =U •i ' i f, Nature of Repairs or Alterations(Answer when applicable) t Date last inspected: ` Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is oard of Health �/ 6 Signed sued y s-$ �' - Date /2' Application Approved by Date A -- Application Disapproved for the ollowing reasons j i Permit No. 2-7 - 12, Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance a E THIS IS Y,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on ! by �D�T/�!/ Gh 6,7-- Installer ' j at r 1. �,A/Jj� 1��r:dl► 1 �,Ll �I&&:dw- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. qr 7 -,' I 'I dated `• Date Inspector f i i THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYS- TEM WILL FUNCTION SATISFACTORY. ————————————————————————° ——————————————— ` o No. / 7• t� �„ Fee /® 0 t THE COMMONWEALTH OF MASSACHUSETTS-- PUBLIC HEALTH DIVISION- BARNSTABLE., MASSACHUSETTS , s lwf 6pool bpzte�mc Co^n5truuc-t-ion Permit Permission is hereby granted to to construct(repair( )an On-site Sewage S stem located at No.# Street f , and as described in the above Application for Disposal System Construction Permit. No. Date The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within three years of the date below. Date: - _ Approved by Board of Health 9 �S1101 Date: U_ _ 9'/ O� BAR BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT a' n. ba SUPERIOR COURT HOUSE BARNSTABLE, MASSACHUSETTS 02630 �tA Se' PHONE:362-2511 LAB 337 Client: MERLESENA, JOHN Collector: JOAN WITTER Mailing P 0 BOY 356 Affiliation: REALTOR Address : HYANNIS , MA 02601 Type of Supply: W Telephone : 428-2345 Well Depth: Sample Location: 84 WHITE BIRCH WAY Date of Collection: 05/09/97 Town: WEST BARNSTABLE Date of Analvsis : 05/09/97 Map/Parcel : 128/28 PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 mL 0 0 pH 6 . 1 Conductivity (micromhos/cm) 148 500 Iron (ppm) < 0 . 1 0 . 3 Nitrate-Nitrogen (ppm) 1 . 3 10.0 Sodium (ppm) 13 20 . 0 Copper (ppm) 0 . 2 1 .3 BASED ON THE ANALYSES PERFORMED, THE FOLLOWING ADVISORIES ARE GIVEN: y Water sample meets the recommended limits for drinking_ water of all above tested parameters . Thomas F. Bourne , Laboratory Director ,A 4 Department of Environmental Management/Division of Water Resources - WATER WELL COMPLETION REPORT WELL LOCATION V Address-LOT,2 /3/.QG# l3/ji/Z/,� culj/ city/Town_ CC/- HA H C TA/31 F" ��j L G.S.Quadrangle Map c Grid Location , Owner O r= Address__ ,S/jM� 4Drilledl CONSOLIDATED WELL Domedustrial OtherType of Water-}gearing Rock Water-bearing Zones Meth 11 From2) FromDate _ — 3) From To CASING 4) From To Length OG Diameter �/ r Depth to Bedrock Type_ Pile-UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials IElFeet below land surface y Sand: fine❑ medium❑ coarse Date measured_ ///U �� _ Gravel: fine medium g coarse GRAVEL PACK WELL Screen: Yes [] No Slot�*�length�from�to� Split Screen(or 2nd screen/ WATER QUALITY TESTS MADE Slot# length from to Chemical Biological Depth To Bedrock PUMP TEST Drawdown _feet after Pumping41_daysAhours at-2—(— GPM. How measured 7`l'LIZE Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or wafer! Materials From To /�r1d o ao lb o!W ot,(! Q DRILLER N i {�/Jlr: [) /U� Firm . IiL L� .Sod o Address /k/A PPi 7F p2 City M� Vj%,7 Tor/ I`4*�L ERegistration No. perato s ignature affir CUSTOMER COPY -- 2SM•10 85-807(Ol OFFICE 'LABORATORY 1498 HIGH STREET 176 PLYMOUTH STREET BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324 OLIVEIRA ENVIRONMENTAL LABORATORIES, INC. FOOD- DAIRY PRODUCTS-WATER-WASTEWATER CHEMICAL&BACTERIOLOGICAL ANALYSES (508)697-2650 November 8, 1988 L. Wile & Son Drilling Co. 11 Annasnappitt Drive Plympton, Mass. 02367 Source: Well Water - Drilled Well - 100 feet (PVC Well - 4 inch) - producing 25 gals/min. (static water level 39 feet) Located on the property of Mr. John Merlesena - Lot 2 - Birch Bark Way - West ,= , Barnstable, Mass. Coliform Count /100 ml @ 35 C 0 Membrane Filter S.P.C./ml 210 @35C Color (APC units) 2.50 Sediment none Turbidity (NTU) 2.70 Odor none Taste satIsfactory pH 6.60 Specific Conductance 65.0 micromhos/cm mg /liter Total Alkalinity (CaCO,) 12.0 Free CO, 5.88 Total Hardness (CACO,) . Calcium (Ca) Magnesium (Mg) 0.49 Sodium (Na) 7.90 Potassium (K) Total Iron (Fe) 0.0 Manganese (Mn) 0.05 Silica (SiO,) 14.0 Sulfate (SO,) . 00 Chloride (CI) 12.5 Nitrogen - Ammonia 0.10 Nitrogen - Nitrite 0.003 Nitrogen - Nitrate L 0.10 Copper (Cu) L = less than _On site collection made by Mr. L. Wile - 11/4/88 at 2:00 P.M. Sample delivered to laboratory by Mr. L. Wile - 11/4/88 at 4:00 P.M. Bacteriologically, this well water is of a satisfactory sanitary standard and is suitable for drinking and domestic purposes. Chemically, this well water meets the standards for all of the chemicals tested. Director r j r � The Standard Plate Count indicated the general bacterial population of the well at the time of collection. Coliform Group Bacteria: " Significance The coliform group bacteria includes organisms found in the intestinal tracts of warm blooded animals, birds,decaying organic matter(hay, leaves, wood, etc.), the top 2 to 3 feet of the soil, lakes, ponds, brooks, rivers, drainage and types of vegetation. Because the organisms can cause some illness; because the presence of coliform organisms in the water suggests that other more harmful organisms may be present, water containing one or more coliform group bacteria per 100 ml of sample should not be used for drinking or cooking purposes unless boiled 5 minutes or disinfected by other means. This bacteria is of animal origin(intestinal tract)and may be considered as closely associated with disease causing organisms. On this factor, none should be present. Color — APC Units- Ground water ought to be practically free from color. For attractive water - color should not exceed 15 units. Turbidity — NT Units - Recommended limit not to exceed 5 units. Odor Et Taste — For water to be of high quality, the water should be odor free and taste good. pH — The pH value defines the concentration of free hydrogen ions in solution. Expressed on a scale extending from 0 or very acid to 14 or very alkaline with 7.0 being neutral. Specific Conductance — Conductivity is a good criterion for measuring the degree of mineralization and assessing the affect of diverse ions on chemical equilibria. Total Alkalinity — The alkalinity of this water represents its content of carbonates and bicarbonates. Free Carbon Dioxide — Well water having a low pH and a Free CO, level in excess of 50. mg/I will be corrosive to iron, bronze, brass and copper tubing and fittings. Total Hardness — Standard not to exceed 50. mg/l. Waters having a hardness level of 50 to 100 are in the medium hardness range, over 100 very hard. Calcium -- Calcium contributes to the total hardness of water.Appreciable amounts of calcium salts break down on heating and form scale in boilers, pipes and cooking utensils. Magnesium — Magnesium is a common constituent of natural water. Magnesium and calcium ions are principal contributors to water hard- ness. Concentrations in excess of 125 mg/I can exert a cathartic and diuretic action. Sodium — Recommended limit not to exceed 20 mg/l. Potassium — Potassium concentrations in drinking water seldom exceed 20. mg/I. Total Iron — Standard not to exceed 0.3 mg/I. Manganese — Standard not to exceed 0.05 mg/I.The principal reason for limiting the concentration of manganese is to reduce esthetic and economic problems. Silica — Silica content of natural water is most commonly in the 1 to 30 mg/I. Silica in water is undesirable because it forms difficult to remove silica scales. Sulfates — Standard not to exceed 250 mg/I. Chloride — Standard not to exceed 250 mg/l. Nitrogen — Ammonia is present in variable concentrations in many surface and ground waters. Its occurrence in ground water is generally a result of natural reduction processes. Nitrogen - Nitrite — Nitrite in water poses a health hazard, but fortunately seldom occurs in high concentrations. Waters with a nitrogen - nitrite concentration over 1 mg/I should not be used for infant feeding. Nitrogen - Nitrate — Standard not to exceed 10. mg/I. Nitrate, in high concentrations can and do cause methemoglobinemia or so-called nitrate poisoning in infants. Water with 10 or more mg/I of nitrate is unsatisfactory and is not considered safe for drinking or cook- ing. It is especially dangerous to children and should never be used in infant formulas. Copper — Standard riot to exceed 1.0 mg/I. I 41 440(I� Re- Lot 3 & ►-ewov4Li Existing well 'ro �Le- 1. 8z.0 237, � 116 T LA 1 Lot 1 �00 Lot 2 1.01 ac. li frp• Nr DIt41 NNCi� � TIP Septic design \, No. bedrooms 3 i White . Birch Way SST: wide Req. leaching 330 gpd Req. tank 1500 gal . Disposal no Z. 15x24=360x.74=266 .4 78x2=156x.74 =115.4 Profiles no Scale Total 382. gpd •, ____..- _4la Gilt-.vc .a IV i G i T - i 9 a° h. _f_�.:..L • . 1 i i .l' » � U t7� U� '^ aai4 ./ \ OC?vti j !. G t/�✓li L ��s- L..: (_ cJ UL.•��/v � C.J�'��Jw Use 8 high capacity Infiltrators I with 3 ' of stone as shown. I �yS�tGT/a N �r� i ; I i ; I roe o :�C c. ✓ �c�cw c� C G v t�:G C.. �4 j Y�•. T'[,V IL I -......._.................._... . ..-... ..__. �4 --- -_.__.......� 4 I i Site Plan of Land in West Barnstable, MA For John Merlesena Being lot 2 as shown on a plan recorded in book 500 page 25. { Elevations are on N G V D I �P�SN OFMgs Map128 pcl 27 Date: Agent Barnstable Board of Health ?� AdARRr1E• '�yG P# 8940 Scale V'=40 ' Date 6-5-97 •, ��'IL Made 5-13-97 All Cape Engineering e o Wit.' J. Dunning 49 Harbor Road A ois7EP� Q No water encountered Hyannis, MA 02601 Fs � Perc. less 4 min per 1" T r' 1 rr-Z- !3k/ L L4 i3;N ,:OP• 'ram Lu q M 1-,-4-,;4 c 1 slLTy ; .a c 2 ctor 78-�s`o c3 L Swl+o �3.z 76.s