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HomeMy WebLinkAboutMiscellaneous - 151 RALEIGH TAVERN LANE 4/30/2018 (3) 161 RALEIGH TAVERN I_ANF_W 210/107.A-0111-0000.0 VERN LANE I I -1 4 t t r r I _ Contingency Plan for 151 Raleigh Tavern Lane _ t Failure of the Fast Septic System can be classified as two types of failures:--,-------- TYPE ailuresR--'" -----TYPE 1: Failure of pump system indicated by an alarm in the pump chamber. In the event of an alarm in the pump chamber the following procedure should be followed. II 1. Silence the audible alarm in the basement. 2. If not an external power outage proceed to step# 3 3. Open pump control box in the basement of the dwelling. 4. Locate On/Off/Auto switch and switch to manual On mode. 5. If alarm goes off switch back to Auto and wait to see if problem i fix g p s ed. 6. If alarm comes back on there is a problem with the pump and a septic system service company should be contacted immediately to repair the pumps. 7. The N. A. Board of Health and the State D.E.P. must be notified within 24 hrs. TYPE 2 Failure of Fast System or failure of the leach field. 1. Contact the N.A. Board of Health within 24 Hrs. for authority to: A. Turn off gate valve between the Fast Septic Tank and the Pump Chamber. B. For instructions on system operation. 2. Notify New England Engineering Services, Inc., the design engineer. i I I i I I i Lot & Street /c v Map/Parcel CONSTRUCTION APPROVAL Has plan review fee been paid: YES NO Permit# /4�2�o r Plan Approval: Date: Approved by: 1 Designer: Plan Date: Conditions: Water Supply: Town._ _ _._._ _ WeII - - - Well Permit: _Driller: t Well Tests: Chemical Date Approved - Bacteria I Date-Approved Bacteria II Date Approved Plumbing.Sip-Off. ... Wiring Sign-Off- Comments: Form"U" Approval: Approval to-Issue: YES _r NO Date Issued By: - Conditions: - Final Approval: All Permits Paid? YES NO Well Construction Approval? YES NO Septic System Construction Approval? YES NO Certification? 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K.'+ .,#. , q,; i s ij ;Y ,,5{ rte=s3!"}c "'� .y 'r 4` t},r$ y� r ws �.:,. t y4 - .11 �j V. � ;Certificate of Compliance Approval I ;Date: � I. i ".#: �'rq, a 'M, r } +}`•. rrbsu. s sh d s` '.,T _� r :fit Y s p x s F tar rra s rr , a r x e' -� f a, t -„ 'r"+ Y r r ,t 4t ain , k r Vic," �k rr Sf t -..r ; F7-- r ,; - t g f s 'qr „- z f x = { t" c + _F a R 7 t_M r4 h :_tz� »' j T J, e} r _t_a r r _ - » T t - _ rL I" r' , 's - .. . r Y' .. s •,S�T��n�6ga • �RaTED North Andover Health Department (ommunity and Economic Development Division 1 November 28, 2017 �O D Brendon McCarthy 151 Raleigh Tavern Lane North Andover,MA 01845 Re: Wastewater Treatment Service System Contract Dear Homeowner: Please note The Health Department has received a letter by Wastewater Treatment Services Inc. notifying the town that you have discontinued the maintenance contract for your alternative septic system. The maintenance contract is required by the Health Department and was conditional upon approval and installation of your alternative septic system. According to the Department of Environmental Protection, throughout its life, the system shall be under a maintenance agreement with no less than a one year contract. Please send a copy of a new contract with a maintenance company to the North Andover Health Department on or before December 31, 2017. Some information regarding regular maintenance of your septic system is attached. Please call the Health Department at 978.688.9540 if you have any questions, or e-mail your questions to: healthdept@northandoverma.gov. Thank you for taking the time to consider the benefit that routine maintenance has on your septic system and the environment. Sincerel BrianaGrasse, CEHT Director of Public Health 120 Main Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.9542 Web http://www.northandoverma.gov 44 Commercial Street Raynham; MA 02767 Tel: (508)880-0233 V Fax: (508) 880-7232 October 9, 2017 Mr. Brendon McCarthy 151 Raleigh Tavern Lane North Andover, MA 01845 Re: Serial Number: MCF215 Location: 151 Raleigh Tavern Lane,North Andover MA Dear Mr. McCarthy: We understand you do not wish to continue your Operations and Maintenance contract with our company. Please be advised the Massachusetts Department of Environmental Protection requires a maintenance contract be in place for the life of the alternative septic system. Also, we are required to inform both the state and local agency of your decision. if you have any questions or need additional information please call cur office at - (508) 880-0233. Sincerely, Wastewater Treatment Services Copy to: Massachusetts DEP North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 'v Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments /1 ,M 151 Raleigh Tavern Lane G Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not Kevin Usilton use the return Name of Inspector key. Wastewater Treatment Services �y Company Name 44 Commercial Street Company Address Raynham Ma 02767 City/Town State Zip Code 508-880-0233 S113528 RECEIVE® Telephone Number License Number SEP 2 9 2015 E. Certification -[QWN qi q HEALTH3 R(T�Mf`f�t�T i � ! I certify that I have personally inspected the sewage disposal system at this address and that the information 4 information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Ne/Furthr jaluation by the Local Approving Authority j 8/18/15 Inspect 'r's Si na ure Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 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 DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 ' Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M01151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: i ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The system is operating as designed 13) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 ' Commonwealth of Massachusetts F ®Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is North Andover Ma 01845 8/18/15 required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is 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 public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, 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 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts W u Title 5 ®ficial Inspection i®n Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. CityTrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well`*. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to 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 SAS or cesspool ❑ ® 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 '/day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is North Andover Ma 01845 8/18/15 required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of 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. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ® 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 If you.have answered "yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 151 Raleigh Tavern Lane _ Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? 0 ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440gpd t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts z Title 5 Official Inspection l=oan Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is North Andover Ma 01845 8/18/15 required for every page. City/Town State Zip Code Date of Inspection D. System Information Description: The system @ 151 Raleigh Tavern Lane is designed for 440gpd. The system includes a 1500 gallon tank with a I/A technology (FAST),system in the 2nd compartment for treatment. The treated effluent flows to a dosing chamber by gravity. The dosing chamber feeds a 30'x50' leaching field. 2 Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ® Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available (last 2 years usage (gpd))� est.43gpd Detail: the system is under its daily design flow of 440gpd Sump pump? ❑ Yes ® No Last date of occupancy: n/aDate Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspecti®n Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ° M s 151 Raleigh Tavern Lane Property Address - David Pinson Owner Owner's Name information is North Andover Ma 01845 8/18/15 required for every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: n/aDate Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ® Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 18 years Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3+1 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): All piping looks good no signs of leakage and venting is good. Septic Tank(locate on site plan): Depth below rade: COT p g feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) The septic tank has access covers to grade for pump out. If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallon Sludge depth: 10" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts v W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ;M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 0" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle i How were dimensions determined? sludge judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The structural integrity of the septic tank is good. No signs of leakage or infiltration. The inlet tee is in good condition and the outlet tee is built into the FAST system. The liquid level is at operating level for a FAST system. No pump out recommendations were made the system, the system has been pumped in the last 2 years and is operating as designed Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is North Andover Ma 01845 8/18/15 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is North Andover Ma 01845 8/18/15 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert n/a Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No* Alarms in working order: ® Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): The dosing chamber is in good condition with no signs of leakage or infiltration. The pump and on/off float was tested as well and the high water float. The tank alarm is located in the basement and is working as intended * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is North Andover Ma 01845 8/18/15 required for every page. CityTrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 1-30'x50' ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of hydraulic failure, the vegetation looks normal. No signs of ponding or damp soils. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): 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 ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Of'f'icial Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts W Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments wM 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. CityfTown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately Ste` 34 lam, 1 ® " � sc­�) 0 t Fay r� t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is required for every North Andover Ma 01845 8/18/15 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 4+' feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 1998 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Established ground water from the design plan on record with the Board of Health. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 151 Raleigh Tavern Lane Property Address David Pinson Owner Owner's Name information is North Andover Ma 01845 8/18/15 required for every page. Cityfrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Rug. 26, 2015 1 : 33PM No. 6408 P. 1 Summary Record Card generated on 6/28120151:36:23 PM by Karen Hanion Page 1 Town of North Andover Tax Map # 210-107.A-0111-0000.0 Parcel Id 17938 151 RALEIGH TAVERN LANE DAVID & CAROLINE PINSON 151 RALEIGH TAVERN LANE NORTH ANDOVER, MA 01845 Class 101 Single Family Property Type 1 Residential Zoning2 1 Residential Zoning3 1 Residential Size Total 1.06Acres FY 2016 UB Mailing Index Name/Address Type Loan Number Active/Inact. From Until DAVID$CAROLINE PINSON Owner 151 RALEIGH TAVERN LANE NORTH ANDOVER,MA 01845 ANTINORI,PAUL Previous Customer Inactive 11/15/2006 151 RALEIGH TAVERN LANE NORTH ANDOVER,MA 01845 UB Account Maint, Account No Cycle Occupant Name Active/Inactive Bldg Id.14139.0.151 RALEIGH TAVERN LANE Last Billing Date 6/4/2015 2100123 02 Cycle 02 Active UB Services Maint, Account No.2100123 Service Code Rate Charge Multiplier/Users MISCFEE ADMIN FEE 0.635/8 7.82 1/ WTR WATER 01 ALL METER SIZE 04.60 /1 UB Meter Maintenance Account No.2100123 Serial No Status Location Brand Type Size YTD Cons 32892263 a Active ERT HH b badger w Water 0.63 0.63 767 Date Reading Code Consumption Posted Date Variance 8/4/2015 1118 aActual 39 124% 5/4/2015 1079 aActual 17 6/2212015 16% 2/3/2015 1062 a Actual 15 3/20/2015_ -45% 11/3/2014 1047 a Actual 28 12115/2014 190/0 8/112014 1019 a Actual 22 9/11/2014 34% 515/2014 997 a Actual 17 6/12/2014 -1% 2/3/2014 980 a Actual 18 3/17/2014 -41% 10/31/2013 962 a Actual 29 12/20/2013 9°/G 8/1/2013 933 aActual 27 9/16/2013 35% 511/2013 906 a Actual 18 6/18/2013 20% 2/7/2013 888 a Actual 18 3/13/2013 -27% 10/30/2012 870 aActual 22 12/13/2012 -9% 8/2/2012 848 aActual 25 9126/2012 36% 5/2/2012 823 aActual 18 6/20/2012 -11% 2/2/2012 805 a Actual 21 3/14/2012 15% 11/1/2011 784 aActual 18 12/15/2011 -34% 8/1/2011 766 a Actual 27 9114/2011 72% 5/2/2011 739 a Actual 15 6/13/2011 9% 2/4/2011 724 a Actual 15 3/15/2011 -49% 11/1/2010 709 a Actual 28 12/13/2010 -30% 8/3/2010 681 a Actual 41 9/13/2010 31% 5/3/2010 640 a Actual 31 6/9/2010 -3% 2/1/2010 609 aActual 32 3111/2010 -9% 11/2/2009 577 aActual 35 12/11/2009 -32% 813/2009 $42 aActual 50 9/11/2009 1% 2 492 a Actual 51 6/16/2009 2% 5/6/ 009 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 October 16, 2014 North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 Attention: Health Agent Reference: FAST® Wastewater Treatment System- Serial Number: MCF215 Attached please find the Field Inspection& Service Report with field test results for services performed on 10-9-14 at the property of David Pinson located at 151 Raleigh Tavern Lane,North Andover, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: David Pinson Massachusetts DEP A 7 E D. 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite biomicrobics.com, www.biomicrobics.com, 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST'System 22663 k + ' INSTALLATIO+N AUTHORIZED SERVICE PROVIDER x Installation Address: 151 Raleigh Tavern Lane Name:Wastewater Treatment Services,Inc. North Andover,MA 01845 Owner Name:David Pinson Mail Address: 151 Raleigh Tavern Lane Mail Address: 44 Commercial Street North Andover,MA 01845 Raynham,MA 02767 Phone:978-681-6468-Home Fax: e-mail: Phone:(508)880-0233 Fax:(508)880-7232 e-mail: INSTALLATION INFORMATION .=yh w Model No. Serial No. Date of Installation Date of last pump out MicroFAST.5 MCF215 9/21/1998 7/1/2008 'EQUIPMENT i + Via. y^YES . k NO' " MAINTENANCDT ERFOCOMMENTS Electrical Panel(s) Visual Alarm Operating N/A Audio Alarm Operating (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Pumpout Required x Primary Settling Zone 9" Aerobic Treatment Zone 9" EFFLJENT(optional) µF r w i LIMIT t zRESULT4 :,t. Estimated Daily Flow 440 gpd pH(Standard Units) 7 Color Clear Temperature 69 Odor Earthy Comments:Pumps and floats were inspected and are operational.Alarm not accessible. " r a i7L r3 rpt SERVICEDATEG. r� � �?i,�i� � David Zavelle 10-9-14 /Y LGCl�iGGC� V/ (.44L// aff/V N &, Ylw. 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 INSPECTION AND TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc. (herein called WTS) and the FAST®System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will be inspected at least 2 times per year that this Agreement remains in effect,with the first inspections beginning These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower. 3) Inspection of the alarm system. 4) Inspect overall condition of FAST®System. 5) Notify OWNER of'any problems encountered. 6) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$78.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and oneilalf after 5:00 PM and or.Saturdays; and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts, plus mileage and travel charges. The annual rate includes routine maintenance,but does not include repairs required for damages caused by abuse,accident,theft, acts of third persons, forces of nature, or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including but not limited to loss of time, injury to person or property, or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract(1) either a new contract or an offer to extend the current contract's term, and(2) an invoice for one year of service. It is OWNER's responsibility to timely return the payment and either the new contract or the accepted extension, completed and signed. WTS must receive the payment and document before expiration of the then current contract year,to assure continuous contract coverage. Failure to return such documents on time or to r otherwise comply with this contract,may result in suspension of service, cancellation of the contract and/or nullification of warranties, at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the address given herein, or until the contract term expires,whichever is sooner. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE PERMIT Bio-Microbics HomeFAST MCF215 North Andover,MA $400.00 Remedial Includes(2)Field Tests EQUIPMENT OWNER Wastewater Treatment Services Inc. *Signed by OWNER. Si David Pinson Signed: *Address: 151 Raleigh Tavern Lane 44 Commercial Street Raynham,MA 02767 Tele: (508) 880-0233 *City: State: Zip: Fax: (508) 880-7232 North Andover MA 01845 Effective Date of Agreement Telephone 978-681-6468 Daytime Telephone: OWNER understands that( )1 ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable; and(2)Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAST®Syste.HAVE READ AND UNDERSTAND THE FOREGOING. *Signed by OWNER: Field Testing Onsite testing performed twice per year will be used to demonstrate that the systems are operating at a secondary treatment standard of 30 mg/L of BOD5 and TSS. The following will be performed: 1) Visual examination of the effluent for color,turbidity and effluent solids. 2) Effluent pH to determine if the waste water is between 6 and 9 standard units. 3) Dissolved Oxygen, 2mg/L or more,to ensure that the system is operating. 4) Turbidity,less than or equal to 40 NTU. If the effluent does not meet effluent quality standards, a grab sample will be collected for laboratory analysis. Results sent to state and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent for field testing and/or to enable a grab sample to be taken for laboratory testing performed. If such laboratory sample is required, OWNER will be responsible for urges incurred. IF REQUIRED,THE COST FOR THIS ADDITIONAL TESTINGE$190�0'()/Vl '1 *Approval for Additional Testing if Required 7./ 1���� . Homeowner's Signature Operator assigned: William Everett Telephone: (508) 400-3868 *Engineer: � I I Rft 1-7 Ole ,« - --- 89'Sb ng - n -------------- b 6 :h oe �;1. DATE: /0 — 7-97 LOCATION: ENGINEER: � IV BOH WITNESS: PERCOLATION TEST# l BOTTOM DEPTH OF PERC TEST: I i TIME OF SOAK: (At least 15 minutes long) TIME AT 12" TIME AT 9" TIME AT 6" OVERNIGHT SOAK TIME STARTED NEXT DAY SOAK: (At least 15 minutes) TIME AT 12" TIME AT 9" TIME AT 6" i r i DATE: s 0 LOCATION: . -� ENGINEER: --=- - _ BOH WITNESS.- PERCOLATION ITNESS:PERCOLATION TEST# BOTTOM DEPTH OF PERC TEST: TIME OF SOAK: , (At least 15 minutes long) TIME AT 12" , TIME AT 9" 40 TIME AT 6" OVERNIGHT SOAK TIME STARTED — ',- ' v , -�-`� NEXT DAY SOAK: ,i 0 �� (At least 15 minutes) TIME AT 12" 1 TIME AT 9" ` z s TIME AT 6" t TE.- LOCATION: E:LOCATION: ` • ENGINEER: BOH WITNESS: Lime =2 PERCOLATION TEST# BOTTOM DEPTH OF PERC TEST: (� TIME OF SOAK: -l.l __ (At least 15 minutes long) TIME AT 12" L TIME AT 9" r • J TIME AT 6" i OVERNIGHT SOAK �' .1 '9 TIME STARTED NEXT DAY SOAK I (At least 15 minutes) TIME AT 12" � u TIME AT 9" l TIME AT 6" f a Commonwealth'of Massachusetts RECEIVE u _ City/Town of North Andover w° System Pumping Record 2-20 ' Form 4 Tr4@r� l troa»surr DEP has provided this form for use by local Boards of Health. Other forms may be use the information must be substantially the same as that provided here. Before using this form, check with your local Board of Health to determine the form they use. The System Pumping Record must be submitted to the local Board of Health or other approving authority within 14 days from the pumping date in accordance with 310 CMR 15.351. A. Facility Information Important:When filling out forms 1. System Location: on the computer, I 11— � use only the tab ( key to move your Address cursor-do not North Andover Ma 01886 use the return City/Town State Zip Code key. 2. Systgm Owner: Name raum Address(if different from location) City/Town State Zip Code " Telephone Number B. Pumping Record 1. Date of PumpingDate i� 2. Quantity Pumped: I n Gal o s 3. Type of system: ❑ Cesspool(s) Septic Tank ❑ Tight Tank ❑ Grease Trap ❑ Other(describe): 4. Effluent Tee Filter present? ❑ Yes ❑ No If Yes, was it cleaned? ❑ Yes ❑ No 5. Condition of System: 6. System Pumped By: Name Vehicle License Number Stewart's Septic Service Company 7. Location where contents were disposed: Stewart's Pre-treatment Plant, 20 So. Mill Bradford, Ma 01835 Signature of Hauler Date Signature of Receiving Facility Date t5form4.doc•03/06 System Pumping Record•Page 1 of 1