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Home My WebLink About0141 PARSLEY LANE - Health 141 PARSLEY LANE, OSTERVILLE A= 165113 TOWN OF BARNSTABLE LOCATION j La F SEWAGE# 3td- 1� VILLAGE ASSESSOR'S MAP & LOT iiS�Ews r NAME&PHONE NO._� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 3 Ce SS e o a 1 S (size) NO.OF BEDROOMS Z BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet r., 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 I� Furnished by 1 Lij t i r , 1 a 1 7 r � t s IIJ IN Commonwealth of Mos=hUsetts Jolm Grad Executive office of Errtiromwintai Affairs D.E.P. Title V Septic Inspector Department of P.O. Box 2119 Environmental Protection Teaticket,I�1A02536 Aso SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Bwn� do PART A CERTIFICATION to ✓q N 4 1991 Property Address: 141 Parsley Lane Ostefvilie, Ma. Address of Owner: '� '�B4��,,� Date of Inspection:1113197 (If different) Name of Inspector:John Grad Kevin Lane:Box 335 Falmouth,Ma.a 40_- Company Name,Address and Telephone Number: [ ' CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems, The system: X Passes This Inspection Is based on criteria defined In Title V _ Conditionally Passes code 310 CMR 15.303.My findings are of how the system is performinq at the time of the Inspection.MV Inspectlon does _ Needs Furl er Evaluation By the Local Approving Authority not Imply any warranty or quarantee of the longevity of the Fails septic system and any of Its components useful life. Inspector's Signature: �hl Date: 1113197 The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspections. 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: Check A, B,C,or D: A] SYSTEM PASSES: x I have not found any information which indicates that the system violates any of the failure criteria defined as in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: _One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indicate yes,no,or not determined(Y, N,or ND). Describe basis of determination in all instances. If "not determined", explain why not.) The septic tank is metal, cracked,structurally unsound,shows substantial infiltration or exfiitration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised I fit 5195) One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 9 Telephone(617)292-5500 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Add toss: 141 Parsley Lane osterville,Ma. Owner: Kevin Lane:Box 335 Falmouth,Mo.02540 Date of Inspection:1113/97 _ Sewage backup or breakout or high static water level observed in the distribution box is due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are 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 15 REQUIRED BY THE BOARD OF HEALTH: _ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH 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 HEALTH(AND PUBLIC WATER SUPPLIER, IF APPROPRIATE)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system and is within 100 feet to a surface of water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone 1 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 volatile organic compounds indicates that the well is free from pollution for that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm. 3) OTHER D] SYSTEM FAILS: _ I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage in facility or system component due to an overloaded 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 cesspool. SAS is in hydraulic failure. (revised 11115195) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 141 Parsley Lane ostervllte,Ma. Owner: Kevin lane:Box 335 Falmouth,Mo.02540 Date of Inspection:1113197 DI SYSTEM FAILS(continued) Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Numbers of times pumped 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 supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water 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 following criteria apply to large systems in addition to the criteria: _ The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 11115195) 3 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECLIST Property Address: 141 Parsley Lane Osterville,Ma. Owner: Kevin Lane:Box 335 Falmouth,Mo.0254e Date of Inspection:1113197 Check if the following have been done: X Pumping information was requested of the owner,occupant, and Board of Health. X None of the system components have been pumped for at least two weeks and the 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. n1aAs built plans have been obtained and examined. Note if they are not available with N/A. X The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow. X The site was inspected for signs of breakout. X All system components,excluding the Soil Absorption System,have been located on the site. X The septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid, depth of sludge,depth of scum. x The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. X The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Sub- Surface Disposal System. 5195(revised 1111 ) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 141 Parsley Lane ostervllle,Ma. Owner: Kevin Lane:Box 335 Falmouth,Me.02540 Date of Inspection:1113197 FLOW CONDITIONS RESIDENTIAL: Design flow: 0 gallons Number of bedrooms: 2 Number of current residents: a Garbage grinder(yes or no): No Laundry connected to system(yes or no): Yes Seasonal use(yes or no): Yes Water meter readings, if available: nla Last date of occupancy: summers and weekends COMMERCIAL/INDUSTRIAL: Type of establishment: n1a Design flow:a gallons/day Grease trap present:(yes or no) No Industrial Waste Holding Tank present:(yes or no) No Non-sanitary waste discharged to the Title 5 system:(yes or no) No Water meter readings,if available: n1a Last date of occupancy: n1a OTHER: (Describe) n1a Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System has never been pumped System pumped as part of inspection:(yes or no)Yes If yes,volume pumped: 1500 gallons Reason for pumping: Maintenance. TYPE OF SYSTEM Septic tank/distribution box/soil absorptions system Single cesspool Overflow cesspool Privy Shared system(yes or no) ( if yes, attach previous inspection records,if any) X Other(explain) 3 cessspools APPROXIMATE AGE of all components,date installed(if known)and source information: 1970 Sewage odors detected when arriving at the site: (yes or no) No (revised 11115195) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 141 Parsley Lane ostervllle,Ma. Owner: Kevin Lane:Box 335 Falmouth,Ma.02540 Date of Inspection:1113/97 SEPTIC TANK: (locate on site plan) Depth below grade: n1a Material of construction:x concreate_metal_FRP_other(explain) Dimensions: nla Sludge depth:rya Distance from top of sludge to bottom of outlet tee or baffle: n1a Scum thickness:n1a Distance from top of scum to top of outlet tee or baffle:n1a Distance form bottom of scum to bottom of outlet tee or baffle: n1a Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) n1a GREASE TRAP: (locate on site plan) Depth below grade: n1a Material of construction: _concrete_metal_FRP_other(explain) Dimensions: n1a Scum thickness:n►a Distance from top of scum to top of outlet tee or baffle:nla Distance from bottom of scum to bottom of outlet tee or baffle: n1a Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) n1a (revised 11115195) ti SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 141 Parsley Lane Osterville,Ma. Owner: Kevin Lane:Box 335 Falmouth,Ma.02540 Date of Inspection:1113/97 TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: n1a Material of con struction:_concrete_metal_FRP_other(explain) Dimensions: n1a Capacity: n1a gallons Design flow: n1a gallons/day Alarm level: n1a Comments: (condition of inlet tee,condition of alarm and float switches,etc.) n1a DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: n1a Comments: (note if level and distribution is equal,-evidence of solids carryover,evidence of leakage into or out of box etc.) Na PUMP CHAMBER: (locate on site plan) Pumps in working order.(yes or no) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) n1a (revised 11115195) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 141 Parsley Lane ostervllle,Ma. + Owner: Kevin Lane:Box 335 Falmouth,Me.02540 Date of Inspection:1113197 SOIL ABSORPTION SYSTEM(SAS):X (locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be present,explain: Na Type: leaching pits,number: nfa leaching chambers,number:n/a leaching galleries,number: nia leaching trenches,number,length: nia leaching fields,number,dimensions:nia overflow cesspool,number:6'x7"block Comments:(note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation, etc.) The overflow was empty at the time of the Inspection It is structurally sound. CESSPOOLS:X (locate on site plan) Number and configuration: two Depth-top of liquid to inlet invert: 1.1':2-empty Depth of solids layer: 1-3":2:0 Depth of scum layer: 1-0:2.0 Dimensions of cesspool: Both 1&27'x6' Materials of construction: both block Indication of groundwater: none inflow(cesspool must be pumped as part of inspection) nia Comments:(note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation, etc.) The main cesspools are structurally sound and functioning properly.Recommend pumping system every year for maintenance. PRIVY:_ (locate on site plan) Materials of construction: nia Dimensions: nia Depth of solids: n1a Comments:(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.) nia (revised 11115195) 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 141 Parsley Lane Osterville,Ma Owner: Kevin Lane:Box 335 Falmouth,Ma 02540 Date of Inspection:1113191 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' k DEPTH TO GROUNDWATER Depth to groundwater:12 teet method of determination or approximation: USGS Maps and Charts (revised 11115195) 9