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HomeMy WebLinkAbout0424 PLUM STREET - Health !1 v.d 4 Z4 Plum Street C'� ot. Sa ST - W. Barnstable ���J �"�� Town of Barnstable FtNe rqy� Regulatory Services Barn Thomas F. Geiler, Director ,A&UwAcaD I * MASS. * Public Health Division Q D 1639. n N. 6. Thomas McKean, Director zoos 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 22, 2013 Mr. &Mrs. Jeremie Mailloux 1611 Main Street West Barnstable, MA 02668 Re: 424 Plum Street, West Barnstable assessor's Ma 197 Parcel 045 ( P ) Dear Mr. & Mrs. Mailloux: ` It has come to the attention of the Town of Barnstable Health Department that there may be a possible groundwater contamination in your area. At this time we request access to your house for the purposes of collecting a water sample from your private well for testing. The testing of your private water well would be without cost to you. I would like to do these tests as soon as possible. Please contact me at this office or my work cell phone (listed below) to arrange a convenient time for me to collect this sample. Thank you for your timely attention to this request. Sincerely, Donna Z. Miorandi, R.S. Health Inspector Town of Barnstable Office: 508-862-4644 or 508-862-4639 (Direct Line) Work cell: 508-294-1394 I AsBuilt Page 1 of 1 VVEI( b q7 la TOWN OF BARNSTABLE LOCATION � L4}' 9-LJltj$-\ 5T"M"lr SEWAGE# VILLAGE W���" � ASSESSOR'S MAP&LOT 19 S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 4}L LEACHING FACILITY: (type) NA%'Y rAOL VC1 (size) NO.OF BEDROOMS ND '• SNpgkp SyS � BUILDER OR OWNER 511PttrCS� w��A Ibt1 M4iN PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=197045&seq=1 3/18/2013 r r Mq� BORTOLOTTI CONSTRUCTION, INC. r�V 4 PQQQ 45 INDUSTRY ROAD,MARSTONS MILLS; MA 02648 508-771-9399 508-428-8926 FAX: 508-428-9399 kpr SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A 6%2 CERTIFICATION a Prop erty,Addres S. -... - Date Of Inspection DU Inspector'sWarne- �: _-- Owner's Name and Address: �c��O COO CERTIFICATION STATEMENT: I Certify that I have personally Inspected the Sewage Disposal System at this address and that the informa- tion reported below is true,accurate and complete as of the time of Inspection. The Inspection was perform- ed based on my Training and Experience in the Proper Function and Maintenance of On-Site Sewage Dis- posal Systems.The system: Passes . Conditionally;P s Needs�Furt r al i y the LocalApproving Authority, Failure Inspector's Signature " Date: �d�G(} The System Inspector shall submit a copy of this Inspection Report to the Approving Authority with Thirty (30) Days of completing this Inspection. If the System is a Shared System or has a Design Flow of 10,000 gpd or greater,the Inspector and the System Owner shall submit the Report to the appropriate Regional Office of the Department of Environmental Protection. The Original should be sent to the System Owner and copies sent to the Buyer,if applicable and the Approving Authority. INSPECTION SUMMARY: A) SYSTEM PASSES: I have not found any Information which indicates that the System violates any of the fail- ure criteria as defined in 310 CMR 15.303. Any Failure Criteria not evaluated are indi- cated below. B) SYSTEM CONDITIONALLY PASSES: One or more System Components need to be ".eplaced or Repaired. The System,upon completion of the Replacement or Repair, :':i.sses Inspection. Indicate yes, nor,or not determined(Y,N,OR ND). Describe bases of determination in all instances. if"not determined",explain why not: The Septic Tank is Metal,Cracked,Structurally Unsound,shows'Substantial Infiltration or exGl- _ -tration,'or Tank Failure is imminent. The.System will Pass Inspection if Existing Septic Tank is Replaced with conforming Septic Tank as Approved:by-the Board Of.Health. Sewage Backup or Breakout--or High Static Water Level observed in the Distribution Box is due to broken or obstructed pipe(s)or due to a broken,settled or uneven Distribution Box. The System will pass Inspection if(With Approval of the Board Of Health): - 1 - v . 4 SUBSURFACE SEWAGE. DISPOSAL SYST-1i'.M INSPECTION FORM PART-A CERTIFICATION (continued) Broken pipe(s) replaced Obstruction is removed Distribution Box is leveled or replaced The System required pumping more than four times a year due to broken or obstructed pipe(s).. The System;will pass inspection if(with approval of The Board Of;Health): Broken pipe(s)are replaced Obstruction is removed. C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTII Conditions exist which require further evaluation by the Board Of Health in order to determine it' the System is failing to protect the Public Health,Safety and the Environment. 1)SYSTENI WILL PASS UNLESS BOARD OF HELATH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or Privy is within 50 Feet of a Surface Water Cesspool or Privy is within 50 Feet of a bordering Vegetated Wetland or a Salt Marsh. 2)SYSTEM WILL FAIL UNLESS THE BOARD OF iiv.0 TH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES TILAT THE SYSTEM IS FUNCTION= ING IN.A MANNER.THAT_PROTECTS THE'PUBLIC HEALTH'AND'SAFETYtAND THE ENVIRONMENT:.. The system has a Septic Tank and Soil Ab`s'orption System and is within T00 Feet to a Surface Water Supply or Tributary to a Surface Water Supply. The System has a Septic Tank and Soil Absorption System and is with a Zoned of a Public Water Supply Well. The System has a Septic Tank and Soil Absorption System and is within 50 Feet of a Private Water Supply Well. The System has a Septic Tank and Soil Absorption System and is less than 100 Feet but 50 Feet or more from a Private Water Supply Well, unless a Well Water Analysis for coliform bacteria and volatile organic compounds indicates that the Well is from pollution from the facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. D)SY$iI EM FAILS: •,/ I have determined that the System vialates one or more of the following Failure Criteria as defined in)30 CMR 15.303. The basis for this determination is identified below. The Board of Health shId be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an overload or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above nutlet invert due to an overloaded or clog- ged SAS or,cesspool. Liquid depth in cesspool is less than16"below,invert.or availablewolume is less,than 1/2 day flow. Required pumping more than 4 times in the last-year NM due to clogged or obstructed pipe(s). Number of times pumped - 2 - StiBSl1RFA(.N; SFWA(":EtDISI'OSAL=SYSI':N;M.:INShN,(:'1'1ON"FO'RM' PART'A f ."` CERTIFICATION (continued) Any portion of the Soil Absorption System,cesspool or privy.is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 Feet of a surface water su Jply or tributary to { a surface water supply. - Nr:::.= ='Any portion of a cesspool or privy is within a ZoneLrfa,Public Well. „Y Any portion of a cesspool or privy is within 50 Feet of a_.private water supply well. s Any portion of a cesspool or privy is less than 106 Feet but greater than 50 Feet from a private water supply well_w:itli,no-accep,table,wateir_.quality.analysis.;If-the well.has-been analyzed .., to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E) LARGE SYSTEM FAILS: The Billowing criteria apply to a large system in addition to the criteria above: The design flow of a system is 10,000 ggd or greater(Large System) and the,system is a significant threat to public health and safety andthe environment because one or inore of the following conditions:exist: .. . . rhe,system is,within..400 Feet ofa surface drinkiiig water supply The system is within 200 Feet of a tributary to'a surface drinking water'supply-,,, - The system is located m.a nitrogen sensitive area Interim Wellhead' Aea' f . (IWPA)or a mapped Zone ll„of a public water supply well.. The owner or operator"of any such systeiu�shall bring the system and tacility into full eompiiance with the groundwater treatment program requirements of 315 CMR 5.00 and G.00: Please consult the local regional office of the Department for further information. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Check if the following have been done: L'�Pumping information was requested of the owner,occupant,and Board of Health. None of the system components have been pumped for atleast two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. V"As-built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. [he system does not receive nou-sanitary.or industrial waste flow. The site was inspected for signs of breakout All system'coiriponeiits,excluding the Soil Absorption System,have•beenlocated on site. The septic'tank manholes were.uncovered,opened,and the i error of the'septic tank was in- "/ spected'for condition"of baffles or'tee's,uiaterial of eoiistruction, liinensious,depth of liquid, ✓ depth of sludge,depth of scum. 'I lie size`and locition`of the`Soil'AbsorphodSystein oujhe site'lias%een'deterniined based on existing information or approximated by non-intrusive methods. - 3o b "� . SUBSURFACE -SEWAGE DISPOSAL SYSTEM INSPECI'ION FORM PART=II CHECKLIST(continued) V--"rhefacility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Subsurface Disposal System. SUBSURFACE SEWAGE DISPOSAL SYSTEM,INSPECT,ION FORM PART C SYSTEM INFORMATION FLOW CONDITIONS RESIDENTIAL: Design Flo'#v:q-VG gallons Number of Bedrooms:Number olTurrent Residents: Garbage Grinder:_ Laundry Connected To System: Seasonal Use: /ZZI" Water Meter Readings,if available: Last Date of Occupancy:L2zzAh COMM ERCIAL/INDUS TRIAL + II' Type of Establishment: Design Flow: gallons/day'"Grease't'rap'Pre'sent: (yes or no) ` Industrial Waste llolding Tank'Present: - - Nou-Sanitary Waste Discharged To The Title V System:- - Water Meter Readings,If Available: Last Date of Occupancy: OTHER: (Describe) Last Date of Occupancy: GENERAL INFORMATION PUMPING RECORDS any source of information: System Pumped as part of inspection:4V77 If yes, ►lame pump gallons Reason for Pumping: TYPE OF SYSTEM: Septic Tank/Distribution Box/Soil Absorption System Single Cesspool Overflow Cesspool Privy SI gyred System(If es,attach previous inspection records}f any) _ 1 her(explain): 2 ,APPROXIMATE.AGE of all.components;d'te.installe.d;(if known) and source of m[o`rmatioa: :Sews e:odors:detected when arriving-at the site: - g .. . -4- Y • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM _ -PART°C GENERAL INFORMATION (continued) SEPTIC TANK: Depth below grade: Material'of Construction:__V__concrete' metal FRP Other (explain) Dimensions: ,,JVX(.p 1 )(S' Sludge Depth: / Scum Thickness: ­0 Distance-from top.of sludge to bottom of outlet tee or baffle:.----., Distance from bottom of scum to bottom of outlet tee or baffle /Z Comments: (recommendation for pumping,conditioin.of:inlet and outlet tees or baffles,depth of liquid level id i elation to out kit invert,structural integr• y,evidence f leakage,etc. ` /OOo V rt� GREASE TRAP: Depth Below G de• Material of Construction: concrete metal FRP Other (explain): Dimensions: Scum Thickness: Distance from top of scum to top of outlet tee or baffle: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level-' in relation to outlet invert,structural_mtegrity,;evidence of leakage,etc.)--- TIGHT OR HOLDING TANK: Depth Below Grade: Material of Construction: concrete metal FRP Other (explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm Level: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX: Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) PUMP CHAMBER: Pump-is in_working.order,::: ._. Commentsi (note condition of pump chamber;condition of pumps and appurtenances,etc.) r < - 5 - 1 i a' SUBSURFACE`SEWAGE DISPOSAL SYSTEM-INSPECTION FORM PART C. SYSTEM INFORMATION(continued) SOIL ABSORPTION SYSTEM(SAS): u (Locate on site plan;if possible;excavation not required,but may be approximately by non-intrusive methods) If not determined to be present,•explain: ,hype ; , Leaching pits,number: Leaching chambers,number: ;• ...Leaching galleries,number: Leaca,ping trenches,number,length: -- Leaching fields,number,dimensions: Overflow cesspool,number: CAn,ments; (note conidtion of soil,signs of hydraulic"failur level of ponding,condition of vegetation,etc.)_ CESSPOOL•S:_,eff.� Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of Cesspool: Materials of construction: Indication of groundwater: --Inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil,signs of hydraulic failure,level of poriding,condition of vegetation, etc.) PRIVY Materia s of construction: Dimensions: Depth of Solids: Comments: (note condition of soil,signs of hyddraulic failure,level of ponding,condition of vegetation, etc.) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART_C,'T a SYSTEM INFORMATION(continued) SKETCH OF SEWAGE,DISPOSAL.SYSTEM: Include ties to atleast two permanent references,landmarks or benchmarks: Locate all wells within 100 Feet. t' C, r s� DEPTH TO GROUNDWATER: Depth to groundwater: Feet c M.ethod of etermination or Approximation: yY/Y1i'YJII j�G' y?1/yl �i �� - 7 - IME tp Town of Barnstable y Regulatory Services sAE1VSTABM * Thomas F. Geiler,Director MASS v� 639• �•�a Public Health Division iOrF ,t a Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Robert Ritucci Tr. March 1, 2005 Paint Reality Trust P.O.Box 664 W. Barnstable, Ma. 02668 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. The septic system owned by you located at 424 Plum St. W. Barnstable was inspected on, 3/10/2000 by Robert Bortolotti a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Backup of sewage into facility or system component due to overloaded.or clogged SAS or cesspool. -Our records show that the system has been in a failed state for more than two years. You are ordered to hire a professional engineer or registered sanitarian to prepare a plan of proposed replacement septic system component(s). This plan is to be submitted to the Town of Barnstable Public Health Division Office(Regulatory Services, 200 Main Street, Hyannis),within (90) days receipt of this letter. The plan will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title V. You are a lso o rdered t o u pgrade o r r eplace t he s eptic s ystem w ithin s ix months (180) days o f y our receipt of this letter. Any person aggrieved by any order issued by the local approval authority may appeal to any c ourt o f competent jurisdiction as provided for by the laws of the Commonwealth. You have the option of requesting an adjudicatory hearing pursuant to 310 CMR 15.422 Failure to comply with this order will automatically result in a public hearing scheduled before the Board of Health. P T BOARD OF HEALTH Th mas A. McKean,R.S., C.H.O. Agent of the Board of Health CC: Board of Health f/fafled septic_(etters i r Barnstable Assessing Search Results Page 1 of 2 ate ^ � W� u N ..; Home: Departments:Assessors Division: Property Assessment Search Results 424 PLUM STREET Im Owner: RITUCCI, ROBERT TR Property Sketch Legend Map/Parcel/Parcel Extension 197 /045/ Mailing Address RITUCCI, ROBERT TR ; PAINT REALTY TRUST P O BOX 664 urk �f W BARNSTABLE, MA.02668 H ,, 2005 Assessed Values: Appraised Value Assessed Value Building Value: $82,700 $82,700 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $ 145,400 $ 145,400 Interactive Property Map: ap requires Plug in: Totals:$228,100 $228,100 1 have visited the maps before Show Me The Map + _ April 2001 photos available . Sales History: Owner: Sale Date Book/Page: Sale Price: SIXTEEN ELEVEN CORP 11/22/1996 10495/026 $ 100 DURRELL,WILLIAM W 5/15/1989 6730/097 $ 1 DURRELL,WILLIAM W 3110/323 $0 RITUCCI, ROBERT TR 3/10/2000 12875/104 $850,000 2005 DEAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $41.40 Town Fire District Rates Other I $6.05 Barnstable-Residential $2.12 Land B. Barnstable-Commercial $2.80 W. Barnstable FD Tax(Residential) $328.46 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $ 1,380.01 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/A... 2/2/2005 Barnstable Assessing Search Results Page 2 of 2 W Barnstable-Commercial $2.10 Total: $ 1,749.87 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.5 Year Built 1900 Appraised Value $ 145,400 Living Area 885 Assessed Value $ 145,400 Replacement Cost$ 103,341 Depreciation 20 Building Value 82,700 Construction Details Style Conventional Interior Floors Wide Pine Model Residential Interior Walls Plastered Grade Average Heat Fuel Oil Stories 1 1/2 Stories Heat Type Hot Water Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 2 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 1 Bathroom Total Rooms 4 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value Property Sketch Legend BAS First Floor, Living Area FST Utility Area (Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area (Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area (Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/A... 2/2/2005 Septic Inspection Information s Data Entry Qate:, 3/29/20001 q No: ;':Asse somas Map 197 Parcel 045 Liot` Buses: 424 Plum Street W. Barnstable r' fnspecEor: Robert Bortolotti nsp ctda�te 3/10/2000 �SystemStatu Comn'Amh Missing components from SAS. 20 to ground water depth Nottfi a'f�on DatEn lns at ilex: �_.., ... ��Repair De�adfin�e©ate: i A r� clswe,;K�� 4&ev, r�r 378d1SN�f'B�Ot�q� Daniel S. Greenbaum v� U30Kim Commissioner �• � �T ~fG �T 4967 9 T 0 -1 L; k February 11, 1992 03AGOU Oliver Durrell RE: BARNSTABLE--BWSC/SA 424 Plum Street Route 6A & Plum Street, j� West Barnstable, Massachusetts 02668 Groundwater Quality from the Private Water Supply Well at 424 Plum Street Dear Mr. Durrell: In the course of assessing a release of petroleum in the above- referenced area, groundwater samples were taken on August 30, 1991 from a private water supply well (the "Well") located on the grounds of 424 Plum Street, a residence you currently occupy. Chemical laboratory tests run on these samples yielded a Total Lead content of 17 micrograms/liter. The source of the lead could be lead piping, pipe solder, brass fixtures or the sediment in the water or the groundwater itself. While one round of sampling is not enough to characterize long-term exposure, the Total Lead content from this single round is just above the federal and state drinking water action level for public water supplies of 15 micrograms of lead/liter. This action level becomes effective in 1992 . Action levels are goals to lower lead content in public water supply systems. They do not represent safe levels of lead exposure. Lead exposures should be minimized whenever possible. Lead is known to have a wide array of serious health effects, even at very low levels of exposure. While showering, bathing, washing clothes and dishwashing pose no unreasonable health risks, it would be prudent to reduce ingestion of your tap water until you are able to better evaluate its quality. The Department suggests you contact Mr. Richard Wiles at (508) 946-2760 for guidelines on the use, monitoring and possible treatment of the water supply at 424 Plum Street. Very truly yours, Mark J. Begley, C ief Site Remediation Section Original Printed on Recvcled Paver L I -2- B/MVB/rr Enclosure CERTIFIED MAIL JP253 147 820 RETURN RECEIPT REQUESTED cc: DEP - Boston - BWSC DEP - SERO ATTN: Ellie Grillo DEP - SERO - Data Entry DEP - DWS - SERO ATTN: Larry Dayian William W. Durell P.O. Box 251 West Barnstable, MA 02668 Town Council Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Warren J. Rutherford Town Manager (508) 790-6205 Board of Health Town of Barnstable P.O. Box 534 Hyannis, MA 02601 ATTN: Thomas McKean Director (508) 790-6265 Conservation Commission Town of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Robert Gatewood Chairman (508) 790-6245 West Barnstable Fire District Route 6A West Barnstable, MA 02668 ATTN: Chief John Jenkins (508) 362-3241 ,v -3- cc: Information Repository Whelden Public Library Meeting House Way West Barnstable, MA 02668 ATTN: Jane Merritt Crane Duplicating Service, Inc. P.O. Box 487 Main Street Barnstable, Massachusetts 02630 ATTN: Richard W. Price, President The Cape Cod Commission 1st District Court House Barnstable, MA 02630 ATTN: Thomas C. Cambareri IEP, Inc. P.O. Box 1840 90 Route 6A/Sextant Hill Sandwich, MA 02563 ATTN: Joseph S. Hobin (508) 888-6689 TOWN OF BARNSTABLE LOCATION ZV'L'�Ie 91- 1^ -5-TrLAfR'--r SEWAGE # VILLAGE VJ 1" ASSESSOR'S MAP & LOT 19 ® � INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY r _ ''� I<' LEACHING FACILITY: (type) t =Ak%`�� (size) C.)\�10 NO.OF BEDROOMS �1 Ohm'o S�1 a�� �yS�'N► BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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 Health Master Detail Page 1 of 1 Logged In As: TOWN\miorandd Health Master Detail Monday, March 18 2013 .application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tank Parcel: 197-045 Location: 424 PLUM STREET, WEST BARNSTABLE Owner: MAILLOUX,JEREMIE J & DIANE M Business name: �� Business phone: Rental property: r Deed restricted: r Number of bedrooms :I 0C I Contaminant released: r Fuel storage tank permit: r ! Save Parcel Changes , Retumrto Lookup 1 Parcel Info Parcel ID: 197-045 Developer lot:LOT 2 Location:424 P_UM STREET Primary frontage: 124 Secondary road: Secondary frontage: Village:WEST BARNSTABLE Fire district:W BARNSTABLE Town sewer exists at this address: No Road Index: 1284 Asbuilt Septic Scan: 197045_1 Interactive map Town zone of contribution:AP (Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info Owner: MAILLOUX, JEREMIE J & DIANE M Co-Owner: Streeti: 1611 MAIN ST Street2: City:WEST BARNSTABLE State:MA Zip: 02668 Country: Deed date:4/20/2007 Deed reference:21959/285 Land Info Acres: 0.50 Use: Single Fam Zoning:g RF Neighborhood: 0108 Topography:Level Road:Paved Utilities:Septic,Well Location: Construction Info Building No ear Buil Gross Area Living Area Bedrooms Bathrooms 1 1900 963 1698 2 Bedroomsl Full Buildings value:$38,20.0.00 Extra features: $0.00 Land value: $204,100.00 t� J , 1 06 - i http:Hissgl2/intranet/healthMaster,HealthMasterDetail.aspx?ID=197045 3/18/2013 r AsBuilt Page 1 of 1 VJE`{ t �l �, 52 L73 `10 b q7 �n TOWN OF BARNSTABLE LOCATION SEW AGE# VILLAGE W� �" � ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY p �O LEACHING FACILrN: (type) )14cay �.A%X kr1b (size) NO.OF BEDROOMS N VT-,F-1. BUILDER OR OWNER Sly P't1NM cimsm w rA 1 b 1 t M At W PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=197045&seq=1 3/18/2013