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HomeMy WebLinkAbout0306 LONG BEACH ROAD UNIT UNIT 1 - Health 306 LONG BEACH ROAD, CENTERVILLE A- 185 024 UPC 12534 ' No.2-11553LOR HASTINGS,MN QL '- I M c� hf -9 ba <ZZ, a t l 85- 5,7q- o 0#4 Commonwealth of Massachusetts , Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name / information is required for every Centerville V Ma 02632 3/27/20 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. Inspector Information on the computer, use only the tab Kevin Usilton key to move your Name of Inspector cursor-do not Wastewater Treatment Services use the return Company Name key. 44 Commercial Street Co � Company Address Raynham Ma 02767 City/Town State Zip Code ,erg 508-880-0233 SI 13528 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 3/27/20 Inspector's igna ure U 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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts �n Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is required for every Centerville Ma 02632 3/27/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® I 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 shows no signs of back up or hydraulic failure 2) 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): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is required for every Centerville Ma 02632 3/27/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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): 3) 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. a. 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: t5insp.doc•rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts M ,lp Title 5 Official Inspection Fora 19 y' Subsurface Sewage Disposal System Form - Not for Voluntary Assessments `C 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3/27/20 required for every page. City/Town State Zip Code Date of inspection C. Inspection Summary (cont.) ❑ 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 b. 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. c. Other: 4) 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 nZ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3/27/20 required for every page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® 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 Y2 day flow ❑ ® 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 water supply 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 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 CA. 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 l5insp.doc•rev.7/2 612 0 1 8 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form j' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Ma 02632 3/27/20 required for every Centerville page. Cityfrown State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or answered "yes" to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no"for each of the following for all inspections: 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? ❑ ❑ 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? ® El available 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)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts �r Title 5 Official Inspection Form 19 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 306 Long Beach Road u Property Address Portledge-by-the-Sea Owner Owner's Name information is required for every Centerville Ma 02632 3/27/20 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 7 Number of bedrooms (actual): 7 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 770 Description: The system includes a 2 compartment septic tank with a I/A technology(FAST) system in the 2"d compartment for treatment. The effluent flows to a pump chamber that feeds a pressure dosed leaching field Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: 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 ears usage d est.30-50gpd 9 ( Y 9 (gp ))� Detail: The usage is under the daily design flow Sump pump? ❑ Yes ® No Last date of occupancy: current Date l5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts 1p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments , 4 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3/27/20 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. 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 Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. 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: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3/27/20 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. 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): Approximate age of all components, date installed (if known) and source of information: 14 years Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: f 0t Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: 20 feet Comments (on condition of joints, venting, evidence of leakage, etc.): All the piping is in good condition with no signs of leaks. The system is vented t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments %� 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3/27/20 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank (locate on site plan): 12" Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) The system has access covers to grade for inspections and pump outs 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 12" Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 1„ 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 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.): No pump out recommeded. The structural integrity of the baffle wall and septic tank are in good condition with no signs of leakage or infiltration. The inlet tee is in good condition with the outlet tee built into the FAST unit. The liquid level is at operating level t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form IW Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ., 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is required for every Centerville Ma 02632 3/27/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet i 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 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. 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 t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 306 Long Beach Road u Property Address Portledge-by-the-Sea Owner Owner's Name information is required for every Centerville Ma 02632 3/27/20 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) 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 9. 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.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �r c� 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3/27/20 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. 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 pump chamber is in good condition with no signs of leakage or infiltration. The pumps and alarm was tested * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 11'9"x78'3" ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.712 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3/27/20 required for every page. CityTTown State Zip Code Date of Inspection Do System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of break out or hydraulic failure. No ponding of damp soils. 1047 S.F. 12. 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 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts �n Title 5 Official Inspection Form t9 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 306 Long Beach Road u Property Address Portledge-by-the-Sea Owner Owner's Name information is required for every Centerville Ma 02632 3/27/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): t5insp.doc-rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 18 Commonwealth of Massachusetts �n ®Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is required for every Centerville Ma 02632 3127/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. 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 J t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 r Commonwealth of Massachusetts Title 5 Official Inspection Form 11 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments f; 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3/27/20 required for every page. CityTTown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells 4' Estimated depth to high ground water: 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: 2006 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: Design plan on record Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 18 1 Commonwealth of Massachusetts �n Title 5 Official Inspection Form R I; Subsurface Sewage Disposal System Form - Not for Voluntary Assessments cam% 306 Long Beach Road Property Address Portledge-by-the-Sea Owner Owner's Name information is Centerville Ma 02632 3127/20 required for every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: I r � I For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included S 1 t5insp.doc•rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 .F, n , , 4 t .:� 4' - .. A AV s so I too tr, t. z.t f r X 6 ,s 0. 7 Pot -icy _ . t � s �etS�1`'`,% 1�F"�v+i:i.r.-M•Pt��xa,� #'t, ,�' .� T � 'i f" a�,t.y..^ .;J. 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Y e3 f- ,�.iq'+` r �' r' f t"r�•t ���� '^�'� rr:�.w��+t. r. 3yt ,`5q�,' t �'•�t`�'u"" r,-,st Y':t h 9t M� �"�a �.�,w3- it�u,�•!R. �'�' ?.s�T'x� k 1p E.'d J ']GOWN OF BARNSTABLE 6 SEWAGE _5O, � � �t3J IF= o s ��+�,�• �• � ��.ol ASSESSOR'S MAP&PARCEL ZS NAME&PHONE NO. OA o 9 NK CAPACITY Z 1 FACILITY: (type) (size) DROOMS W31 I- ALj A 0.. 04M kTE: COMPLIANCE DATE: N LT1 A Am� ma m r.W o� distance Between the: ' djusted Groundwater Table to the Bottom of Leaching Facility Feet :r Supply Well and Leaching Facility(If any wells exist o R^A a within 200 feet of leaching facility) Feet :land and Leaching Facility(If any wetlands exist 0 feet of leaching facility) Feet D BY i 09-NOV-06 12:47 FROM- R6NGPROD +15066607292 I=916 P.02/03 R-191 44 Commercial Street fjayn Please complete all items marked° 1t�1,MA including three signatures. Wit 0276�767 siswd original convect to_ WiLavyAwS Tel: (508)880-0233 44 commcmiaLoy�ml Fax:(5os)880-7232 27 INSpECTION AND EFFI,UIENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the iFASTO System OWNER(herein called OWNER)for the inspection by VETS 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 4 times per year that this Agreement remains in effect,with the first inspections beginning ' 1� "These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Take amperage and voltage readings,change oil,grease blower, check belts,check air pressure,air scour unit,check airlift,check recycle line,and clean/replace intake filter of air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of Modular 1FASTO System. 5) Notify OWNER of any problems encountered. 6) Invoicing on a quarterly basis for testing only to be paid within 30 days from date of invoice. Annual maintenance cost to be paid in full upon acceptance of this agreement. 7) Mast receive a signed purchase order from OWNER prior to any work being performed other than that covered by this Inspection Agreement. Service other than routine maintenance will be billed at an houily rate plus travel and material. 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 labor time will be billed to the OWNER at current labor rates of$78.00 per hour. additional Emergency service between regular inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5:00 FM and on 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. DEC-dec,, 6,. 2006. 4:OOPM-UE imarlrose haeuseveie e327 t �;..�s® 2�,No, 5387 P, 12-13 mr-w uu g;6J1:1u f m ucl-;23 Kidd L 'IJT T aces yenta nva I uuuvju A. Ue Ce=M 't 'ae ir.to sa OWMM opmxbwly 10 don b*m ePitaft®f ft Mm of dw t[1)Cie=a ucw co UWT or sa offer oa cxtet� a dad 1*U t�ew gown ' Year i7� �ia I!ie w a blity to ThadY accopmd extadwm,cowpleted end s►mmd. WTS 1171�St �31d+C the B9 t M to aesaia ems' u o acmn�4 eaves' . FBtliaa Do reter�u 1� of tht tlzca sturaei aoa0caot year with •on of service.dim of tt� �e ar to o��9e c0�ap1,Y t1�toa �t�f3 w��y Commat=Nor nulldfi of wmn o foss ua0 a pm3►=ceL9 by tvti!!ea a 'atfm access ova bftbe or unin*C em u%tee ANNILAL CeDUMM-1 MA ModuWAST T °� t *Sigrsed by OWr Fa�tladge ►�h�Ses RAyahm MA 07707 306Jma doh Road Tole:(508)880�tl233 '�Ctly; Staff —zip., (609)EW7232 Ceucert+�lo MA 02632 «LeSepl F. 7 i� Q� 9 ��`��, ecavc hate of Daytime 3"elcpboae OVUM umnfttmds dw(I)ANWAL DATE gaymaut is gear ane yszr anly 0 m=c'm2 on Ehe era date scs above ed is uonaftdablv. 'md(2)C � e 1�E RU0 AN1)WM i7CAlM ae�vi,00 a�eameat fer tbz bta aYthe 2P�►S Ysse'w. FOREGOING. 9sjbyo TEO 4 i s lam yqr�d de versa a+a qualified resting bb fiu evala ice• Reau3�aesr►t le1��ft&Ambleacamm Smm sad local Agendcs as W411 as do OWKM OW1 EA is b effiveet to enable a zmb ua►gle w be Calm ,for labmmu=�1 n°d. -a C13EC:K©NL� ( ).(3 8NEM (X ) I ( )PROVISIONAL CPLBME"SpWAL CCWDrn()XS PBR LOCAL BOARD OF MALTH(1)of(N)if S PbW e'obOOPYof peunit t X )pEL BODs,T35,Ni=tc,NWib—.Ti+3i' ( )ether: *Cast for teaboc slifiaomisit Opmtor as ed: MOM Uffett - � gown Cape h a�S Talepbone. SQ 4 En$inaer: sAppmval fm Mumt Testitl � $ a 16002 West 1101h Street,Lenexa, KS 66219, Phone 913-422-0707,Fax 913-422-0808 e-mail:onsite@biomicrobics.com,www.biomicrobics.com, 800-753-FAST(3278) MASSACHUSET" S FIELD INSPECTION & SERVICE REPORT For Bio-Microbics FAST°Systems 35873 INSTALLATION AUTHORIZED SERVICE PROVIDER Installation Address: 306 Long Beach Road Name: Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name: Portledge-by-the-Sea Mail Address: ATTN:Eric Bergen,Trident Capital Group Mail Address: 44 Commercial Street Wellesley,MA 02482 Raynham,MA 02767 Phone: 617-650-3006(Lisa) Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: INSTALLATION INFORMATION Model No. Serial No. Startup Date Date of last pump out FAST 1.0 HS 5138 12/19/2006 4/14/2018 Approval Type O General O Provisional O Piloting (x)Remedial O General Denite Seasonal Residence ()Yes (x) No EQWM1ENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (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 Settleable Solids Test Performed x Pump out Required x Primary Settling Zone Sludge Depth 12" Aerobic Treatment Zone Sludge Depth 6" Thickness of Scum Layer F, Sludge Level Distance to Outlet Depth of Ponding Within SAS Visual Observation Comments: firm Measurement Comments: EFFLUENT LIMIT RESULT Estimated Daily Flow 770 gpd pH(Standard Units) 6 to 9 Turbidity <40 NTU Dissolved Oxygen >2 Mg/L Color Clear Clear Temperature Odor Not Septic Earthy Effluent Solids (x)None Q Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity O Oil/Grease OVOC ()Fecal Coliform Effluent: (x)pH (x)BOD ()CBOD (x)TSS (x)TKN (x)Nitrate (x)Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia )Alkalinity ()Oil/Grease OVOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Cleaned Filter,Checked Splash Recycle,Pump(s) Inspected,Float(s)Inspected Notes and Comments: CERTIFIED OPERATOR NAME CERTIFICATION NUMBER SERVICE DATE Philip Dwyer 16029 2/13/20 OPERATOR SIGNATURE Environmental Chemistry Environmental Services Site Assessment C— A Site Sampling Quality Assurance Services Angzical " ce Data Auditing C O R P O R 0 N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 03/02/2020 4 Commercial Street Raynham, MA 02767 ORDER#: G2044888 COLLECTED BY: P.Dwyer SAMPLE DATE: 2/13/2020 TIME: 8:00 DATE RECEIVED: 2/13/2020 LOCATION: 306 Long Beach Rd.Edgartown,MA SAMPLE ID: Portledge By The Sea Effluent Grab(S/N 5138) DESCRIPTION: WATER RESULTS OF ANALYSIS Parameter Arialyttcal — Date Umts, Det:• Result Method Analyzed Limit-!" Test Parameters LAB-ID#: 2044888-01 BOD SM 5210B 02/14/2020 mg/L 4.0 10.4 Kjeldahl,Nitrogen EPA 351.2 02/28/2020 mg/L 0.50 2.12 Nitrate,Nitrogen 4110B SM 4110 B 02/14/2020 mg/L 0.50 5.89 Nitrite,Nitrogen 4110B SM 4110 B 02/14/2020 mg/L 0.25 ND pH SM 4500 H+B 02/13/2020 S.U. 0-14 7.7 Solids,Suspended ISM 2540 D 02/18/2020 mg/L 4.0 6.5 Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). Amanda Ci*AT;cd,fly Crond by Amanda crunin CN=Amanda Cronin NA=Not Applicable r E-ma d1h2oi s�Corp. ND=Not Detected Cronin zs.a.2 i= ,Oete:2020.03.0221:02:35 Less Than Approved By: <' = Detection Limit Lab Manager Date/ Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph: 508-946-2225 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is. required for every Centerville MA 02632 6/21/13 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 -7 U l �1 cursor-do not Kevin Usilton use the return Name of Inspector key. Wastewater Treament Services 4161 Company Name 44 Commercial Street Company Address Raynham MA 0276.7 City/Town State Zip Code 508-880-0233 S13528 �7 ` C:) ZZ Telephone Number License Number t.► Vj tV rx� B. Certification I certify that I have personally inspected the sewage disposal system at this address and that tht, information reported below is true, accurate and complete as of the time of the inspe tion. Th�specttgn was performed based on my training and experience in the proper function and maintenance of-dn 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 ❑ Needs F rthe valu ion the Local Approving Authority A6/21/13 Inspe !-,s Signature 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. � � ►cal�3 t5ins•11/10 Title 5 Offi�ailnspecubsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments w„ 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 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 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: B) 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) 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•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityrrown 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 El ® Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/Z day flow t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityfrown 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityrrown 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? ® ❑ 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? ® El available 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): 7 Number of bedrooms(actual): 7 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 770gpd t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: There are 4 condo units tied into this system. There is a 1500 gallon H2O 2 compartment tank with a FAST system in the 2nd compartment. The effluent then flows to a 1500 gallon pump chamber with a duplex pump system and a CSI pressure sensor that controls the doses and alarm. Number of current residents: n/a Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage(gpd)): Detail: Verbal from the Town of Centerville-average 238 gpd in 2012, average 358 gpd in 2011; under design flow of 770 gpd. Sump pump? ® Yes ❑ No Last date of occupancy: currentDate Commercial/Industrial Flow Conditions: Type of Establishment: Condominium Complex 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-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityfrown State Zip Code Date of Inspection D. System Information Description: There are 4 condo units tied into this system. There is a-1500 gallon H2O 2 compartment tank with a FAST system in the 2nd compartment. The effluent then flows to a 1500 gallon pump chamber with a duplex pump system and a CSI pressure sensor that controls the doses and alarm. Number of current residents: n/a Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ® Yes ❑ No Last date of occupancy: currentDate Commercial/industrial Flow Conditions: Type of Establishment: Condominium Complex 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ;M 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: N/A 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•11/10 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 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 8 years Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3+'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 to be in good condition. No signs of leakage and venting is good Septic Tank (locate on site plan): Depth below grade: COT feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) The inlet tee-dividing wall and FAST system all have access covers to grade in the driveway. 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: 8" Settling/19"Teatment t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 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 2 Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? 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 inlet tee and baffle wall are in good condition, the structural integrity of the tank is good. No signs of leakage or infiltration. The FAST system has a outlet tee built into it, the water level is at operating level. 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•11/10 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 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 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, 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•11/10 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 306 long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 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 structural integrity of the pump chamber is in good condition, There are 2 pumps and a CSI pressure sensor. The pumps and sensor were tested during the inspection. The alarm was also tested and is in good condition. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments � 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. City/Town 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: 11'9"X 78'3" 1047 S.F. ❑ 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.): The leaching field is a pressure dosing field with 2" perforated pipe with orifice shields in stone over the 1/4" drilled out holes. The leaching field is in the driveway and there are no signs of hydraulic failure or breakout. No signs of ponding or damp soils. The monitoring well was located and was dry during the inspection. 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityrrown 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 306 Long Beach Road Property Address Peter Rudrick. Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Citylrown 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 t5ins-11/10 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 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ Shallow wells 4+1 Estimated depth to high ground water: 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: 8/17/05 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: Ground water election per design plan on record -Test hole logs by Lisa Lyons, RS and witnessed by D. Desmarais, RS Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M •'�� 306 Long Beach Road Property Address Peter Rudrick Owner Owner's Name information is required for every Centerville MA 02632 6/21/13 page. Cityrrown 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 I t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 09-NOV-06 12:47 FROM-JRENGPROD +15088807232 T-918 P.02/03 F-191 44 Commercial Street Please complete all itca s marked• Raynham, MA including three sigaaum. Mail 02767 signed original contract to: Wastewater Treatment 59ak s lnc• Tel; (508) 880-02233 44 Commcmial SJUet Ba4barn.-MA 92767 Fax:(508)860-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the FASV 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 it least 4 times per year that this Agreement remains in effect,with the first inspections beginning �'11-6(e These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Take amperage and voltage readings,change oil,grease blower, check belts,check air pressure,air scour unit,check airlift,check recycle line,and clean/replace intake filter of air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of Modular FAST4 System. 5) Notify OWNER of any problems encountered. - 6) Invoicing on a quarterly basis for testing only to be paid within 30 days from date of invoice. Annual maintenance cost to be paid in full upon acceptance of this agreement. — - 7) Must receive a signed purchase order from OWNER prior to any work being performed other than that covered by this Inspection Agreement. Service other than routine maintenance will be billed at an houily rate plus travel and material. 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 regnalar inspections will be provided at standard labor rates during normal business hours;at time and one-half after 5:00 PM and on 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 decmed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. DEC-suec, 6. 1UU6 4;00NNLUE imaratrose h a e u s e veleee2327 11:-1508226No. 5381 P. 1213 caw uu cuuu Wcu uo 9 aJ M i La -VI i t CBB �nA s�� i uuuvu ,, 06-DEC•Q6 it:21 F1i' -�REN4PR D +1808880rial T-124 P-03103 FF630 ty°Lmeac W S wledee is to said OWNRR Mvxbnwty 10 des betbro apiradm of the MM Of die cow eeAtraet(1)eido r a tiow'ov UU,or ao Q&r m extend 8u coo t aoaor+ac's trim°gad(2)on iav+ofae for one Year of service. It is W's respowbility to titm�rJy teturss*e psymeat and either new Got t or dm accepted Wms i*N completed ad g Wrd. WTS must motive the pit ad dmu►cat b�m of the d=cutM;aonw�caot yam to UUM omse'mtaua roam coverage, l aitiaa to refers�vch decttments on dw or to otherwise co *with this cotltr a they rwAfa Mall of WMCe'MMMM afe et coulmat and/or nolllfi�n d wvmgg 9 2 the tkction of wrs. OWIR=Y fat without the prior'writteat cottseffi of W`�S. k wiU t�eoosto�force Wau7 a guts►c$aceL9 6Y w:itl�tl�co�the odw at rho addhs Sva b ,or timid Ike catmaet teem enhwo Wkefiever is soo w. Hf a Msamincs ModulaFAST /� MA $sue Signed by - StteeC PGtl�Gdg��y theLSCe -�44 Co *AdilmW — --- Rayabim MA 02767 306 Loag Bach Road Tele:(508)880-0233 *C* state.___.Zip: t<ax:(So8)jW7232 MA STale0wavWpb0�o_?Sl440.=9 ��=o 32t�'C F£reaveDateOfAgi' Daytime Teleptmae - - - OWM understands d=(1)ANNUAL RATE payment is for a=year**cnameCoing ett ft effective dam set faith above and is tail-atvmdable, ad(2).Oam PEP 1Ugulat1 as=qW=OWM to a sen+iao ag�eelpeat for the]ifs oYthe 8A$T'l3ystew. Y NAVE RTAD AND $TliM TEE VOREGOING. xsipe by OWak &I 4 6M per yegr and de vsted m a qua'Mad testing lab for evalugloa. Beaune sett%m — - Stme sad local Agmdcs as well as&a O'VirM C%?M is responlle faproAdtsceepmble seem to effluent to enable s gmb sample to be mlten for lalowmry casting peftmed. cx�cx orr� ( )48N1; ►L (X )REMIAL ( )PROVISIONAL *SPEa[AL CONDMONS PHR LWAL BOARD OF MALTH m or(N)tfZ&Flow WMh WPY of peru►it t X )A DOHS,T351 Nttate,N hiwl TK ' i1Cost for testiaga sit Operator assigned: to oeretc _ Telephone: 5 � °°�' O0 S sAppa'oval for TeftLA."d t o Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every 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: A. General Information When filling out f forms on the onlycompthe tab key r,use 1. Inspector: to move your Robert Paolini cursor-do not Name of Inspector use the return key. Capewide Enterprises,LLC. Company Name r� P.O.Box 763 Company Address Centerville Ma. 02632 City/Town State Zip Code (508)428-4028 S14454 Telephone Number License Number B. Certification 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 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 ❑ Nee rther Evaluation by the Local Approving Authority 1/06/2011 Inspector's Signature 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 tt ebuyer;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. Thisinspection does not address how the system will perform in the future under the same or different conditions of use. !" it t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Dist sal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every 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 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 septic system is in proper working order at the present time. B) 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): 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 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-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. City/Town 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 '/2 day flow t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. Cityrrown 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. ❑ 0 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. O ❑ 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every 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? ® ❑. 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): 7 Number of bedrooms (actual): 7 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 770 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 306 Long Beach Rd. 'M Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: NA Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available last 2 ears usage 2009:48,000 g ( y g (gpd))' 2010:145,000 Detail: Sump pump? ❑ Yes ® No Last date of occupancy: NA Date 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date 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•11/10 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 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: System installed 2006 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 1' Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line. 10+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.no evidence of Ieakage.System vented through the house vents. Septic Tank(locate on site plan): Depth below grade: 6"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) 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 fast tank Sludge depth: 511 t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments G M , 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. City/Town 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 27" Scum thickness 2" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 12" How were dimensions determined? measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pump tank every two years.lnlet and outlet tees are in place.No evidence of leakage.Tank appears structurally sound. 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•11/10 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 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. CitylTown 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. Cityrrown 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 No box present. 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.): Pumps and float and alarm in proper working order.Pump chamber appears to be structurally sound. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM , 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. Citylrown 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: 78'x14'x6" ❑ overflow cesspool number: ® innovative/alternative system Type/name of technology:' Pressure Dosing Fast System Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Sandy dry soil.No signs of hydraulic failure.No ponding or damp soil. 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 l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 - - NOTE: 30" RIS`_R OVER L JPLEx PUMPS A., - 4 • A r { in i R \ Lf BEN TER VI aa� ! J. b j � SALT MARSH.. T(A1 1 TCB 2 'l !, 1 OGK W PLL ti. c OM g p,NK ® R NK CS 3 g0� SC Cof , BP W T`B 4 O_ �y PARCEL 24 t t.500 t SF r , t r� t nt aSEPTIC TANK FROM BLDG TO s (3RfCK STEPS.. UP BLDG. 'PAVED w 1 `y C#Ii►[?;COAL :FILTER. y z 1 > _-=c t 0' OC 1 �� RECYCLE L PROVIDE P.AVE�. _ KEEP RO D RI i�s ` WALL DRIVEt4AY To 1 yE PROVIDE 2' REMOVAL OF R1 caAjl;_7L UNSUITABLE SOIL AROUND PERIMETER OF SAS (AS a G� PAVEMENT � DOWN TO SUITABLE SO IL LAY--R.� AND \ REPLACE Wi.1 CLEAN MED. S=`•C YEN L - STONE PROVIDE APPROX. 198' C� a ' x SAS ROAD WALLS TO LINER T 1' - 2' OFF PEPAJ - ACH BE w + �J �� REPLACEDCF SAS. TOP .4T ELEV. s c . AS NEC. _ —Gti! 4T ELEV, t.6 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is Centerville Ma. 02632 1/06/2011 required for every 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: Bottom of SAS 3' 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: 2006 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: As-Built ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: USED:USGS Observation Well Data.USED:Technical Bulletin 92-0001 plate#2 annual ranges of groundwater elevations. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 306 Long Beach Rd. Property Address Arron Green Owner Owner's Name information is required for Centerville Ma. 02632 1/06/2011 every page. Citylrown 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 November 19, 2010 Portledge-by-the-Sea ATTN: Lisa A. Bieling 25 Popes Lane Hingham, MA 02043 :Reference: FAST00 Wastewater Treatment System - Serial Number: 5138 Dear Portledge-by-the-Sea: Attached please find the Field. Inspection & Service Report and test results (as required) for services performed on 11-4-10 at your property located at 306 Long Beach Road, Centerville, MA. Please call if you have any questions or require additional information_ Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures 989-:1 90/10'd 8£0-1 Z£Z10888091+ 00ddVNHr-NU:l 021 11-NVf-OZ Environmental Chemistry Environmental Services ^te Assessment ��a"' BOI-mce Site Sampling .wp?.lity Assurance Services 7 Data Auditing G 0 R Y '1) 1 0 N '-Iske Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Scrvi,ces, Inc. .'4 Commercial Street REPORTED: 11/16/2010 j:Zzynham, MA 02767 ORDER#: G 1031969 ,COLLECTED BY: M. Dilirn SAMPLE DATE: 11/4/2010 TIME: 9:30 DATE RECEIVED: 11/4/2010 LOCATION: 306 Lori g Beach Rd. Centerville,NIA SAMPLE ID: Grab (5138) Portledt e By The Sea DESCRIPTION: WATER RESULTS OF ANALYSIS .� � Y ! .r. .rp� `� �'l�,,a �tl 351� �4 '�t•��n6 � ;a p �1 tZly- 7 r$r -•S � r , .,k,� d �r I ;��,d� t� r Iv �i ` � q, r •� i` is ,� ;s 4Di t Parameters LAB-rD#: 1031969t 01 zD SM 521013 11/04/2010 mg/L 4 <4.0 K�idahl.Nitrogen EPA 351.2 _-- 11/05/2010 zng/L 0.50 -`- 1.16 FNit ate,Nitrogen 411013 SM 4110 B 11/04/2010 mg/L 0.50 6.63 ; E S mg/L _ 0.25 <0,25irite,Nitrogen 4110 3 fH: _ SM 4500144-B 11/04/2010 S.U. 0-14 7.5 :lids,Suspended SM 2540 D 11/05/2010 mg/L 4 --4.0 1A=Not Applicable .14Z7—Not Detected Approved By, ve < = Less Than L — anaec / Date *' = Detection Limit 5, i pj 4 NOV 18 2010 r BY----_--------------- Pap 1 of 1 Analytical Balence Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 989-� 90/ZO'd 814 -1 ZEZ20888091+ 00ddHur-mods 011 ll-NVr-OZ .d o0 I tit OR P OR ATE 0 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail;onsite@,biomicroblcS.Com.,www.biomicrobics.com,.800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FASY' System 15307 INSTALLATION AUTHORIZED SERVICE PIZOv1bL'IZ Installation Address; 306 Long Beach Road Name'Wastewater Treatment Services.Inc Centerville.MA02632 Owner Narne;Portledge•by-the-Sca Mail Address: ATTN:Liaak Bicling Mail Address; 44 Commercial Strcct Hingham,MA 02043 kaynharn,MA 02767 Phone:791.740-2739 Pax: c-ntail: Phone:(508)880-0233 Fax:(508)880-7232 c-mail; INSTALLATION INFORMATION _ Model No. Serial No. Datc of installation Date of last pump out FAST 1.0 HS 5138 12/19/2006 _ EQUIPMENT YES NO MAINTENANCE PL=RFORMED AND COMMENTS Vectrlcsl Panel(.-) Visual Alarm Operating x — Audio Alarm Operating x - (i(present) Air Inlet Filter Clean x Blower Ilood Vents Clear x - Execasivc Noisc x r Lxcesgive Vibration x Treatment uult(s) Unusual Odor x Pumpout Required x +Primary Settling Zone — - 12" - Aerobie Treatment Zone 12" EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow u 770 gpd pH(Standard[Jnits) (;olor .Clear - 7cmperature Odor Lar4hy Comments, Tl CIINICIAN T SF1tVICE DAl'E - Michael Dillcn 1l•4.10 989-:1 90/£.0'd 8£O-1 ZEZl0888091+ (IMON38r-HUd 1Nl 1l-W-OZ Massachusetts Department of Environmental Protection LlBureau of Resource Protection -Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 15307 A. Installation Portled e- -the-Sea Owner 306 Long Beach Road Facility Street Address Centerville 020 City Zip Mailing address of owner, if different: ATTN: Lisa A Bieling Street Address/PO Box: Hin h prn MA 02043 city State Zip 781-740-2739 Telephone Number B. Authorized Service Provider Wastewc iherTreatment Services Inc, O&M Firm 44 Commercial Street Street Address Raynham MA U767 city State Zip $0$-$80-0233 Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information 513$ Bio-Microbics, Inc. FAST 1.0 HS DEP ID Manufacturer ID Model Number 12/19 20 1 /1912006 Installation Date Start of Operation Approval Type: []General [] Provisional [] piloting [XI Remedial Seasonal Residence—used less than 6 mo./year: []Yes [x] No D. Operating Information 11-4-10 Inspection Date Previous Inspection Date 12" Pumping Recommended []Yes [x] No Sludge Depth(to be checked yearly) ' 1 989-d 9000'd 880-1 ZU1088809[+ a0ddON38r-w0d:1 8Z:11 H-W-OZ Massachusetts Department of Environmental Protection Bureau of Resource Protection-Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 15307 E. Field Testing Meld Inspection: Color: [] gray [J brown [x]clear (]turbid []Other(specify):_ Odor: []musty [x] earthy []moldy (] offensive []turbid Effluent Solids: [x]no []some pH SU DO m_/c/LL Turbidity NTU 6 to 9 2 or greater 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken: [] Influent [x] Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: 770 , gpd Parameters sampled: Influent. [] pH [] BOD [] CBOD []TSS j]TKN [] Nitrate (] Nitrite (] Phosphorus []Spec, Cond. []Ammonia []Alkalinity [] OII Grease []VOC [] Fecal Coliform Effluent. [x] pH [x] SOD [] CBOD [x]TSS [x]TKN [x] Nitrate jx] Nitrite j] Phosphorus []Spec. Cond. []Ammonia []Alkalinity [] Oil Grease []VOC [] recal Coliform G. Inspection and Maintenance Description of any maintenance performed since previous inspection&during this Inspection: Cleaned Filter Checked Splash-Recycle Notes and Comments: 2 989-:1 90/90'd 880-1 ZEZ10888091+ 00dd9NW-HOH 8Z:11 [[-NVr-OZ Massachusetts Department of Environmental Protection Bureau,Iof Resource Protection-Title 5 DEP Approved Inspection and O&M Form for Title 5 UA Treatment and Disposal Systems 15307 H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2,00, 4. 11-4-10 Operator Signature Date System owner must submit this report,technology O&M checklist, and any required sampling results-to the local board of health and DEP as follows for each Inspection performed: Remedial Use—by January 31 st of each year for the previous calendar year Piloting Use -within 45 days of inspection date Provisional Use,—by March 31th of each year for the previous 12 months General Use— by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 program One Winter Street, 6th Floor Boston,' MA 02108 } k ' 3 k 989-:1 90/90'd 8EO-1 Z6Z10888091+ ONI 11-NVr-OZ Map Page 1 of 2 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size Zoom Out In y K R T T R 1C 71 I• I ,._ ir`i�a; S 5 3 E. 3� z ILI � E€€i�€�,€• `� � � ��;� �r ice`' 5 9 // fad• AM may,; 3 „ P4 5� • z } Feet s>b� Set Scale 1" = 20 I Aerial Photos I MAP DISCLAIMER Cnmirin hf 9M F_9111n Tnwn of Ro—eto hle AAA All rin Me rocenE� http://66.203.95.236/arcims/appgeoapp/map.aspx?propertyID=18502400A&mapparback= 12/30/2010 " P. 1 Communication Result Report ( Dec. 8. 2017 10: 17AM ) 2) l Date/Time : Dec. 8. 2017 10: 16AM File Page No, Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------------------------------- 0347 Memory TX 915083622603 P. 1 OK y ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang uo or line fail E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—mail size E. 6) Destination does not support IP—Fax �[LrGCll�4t!/",�/YOblIP/[G fry,�ieo. ad Cmimemiet Street RaynhaM hLl Uvw Tat MM-04R3a Fax PM s80 un . A015,2017 Pocdedge-by-iho-Sea ATTN:Lisa A.Bieling 25 Popes Lane . - Hingh®n,MA 02043 . RE: M=FAST System-513E , 306 Lot*Beach Road,CeatmUr,Massachusetts . Deer Pordedge-by-the-Sew . We have te-iastated your Inspection&Tesdog Agreement for the FAST DeaOoent system located at 306 Long Beach Road,Centmt dle,Massachusem as of touts date. Thank you. Sincerely, . Donna L.Callahan Cc Department ofEnvirmuncutd Preaee6.on,Boston Ba stable Board of Hedth 200 Main Street Hyannis,MA 02 I Malkus, Karen From: Emily Michele Olmsted <emilymichele.olmsted@barnstablecounty.org> Sent: Friday, December 08, 2017 9:23 AM To: Malkus, Karen Subject: RE: 306 Long Beach Hi Karen, I am catching up on some old business and I realized I did not have an update on 306 Long Beach which I had previously referred to your office for further action after my letters did not get a response. I can't find much of an update after trying a brief search and I cannot see this on the April or May agendas. Did you have any more information on this one? Thanks, Emily Michele From: Malkus, Karen [ma ilto:Karen.Malkus(&town.barnstable.ma.us] Sent: Wednesday, March 29, 2017 9:45 AM To: Emily Michele Olmsted Subject: RE: 306 Long Beach Hi Emily Michele, We will schedule them for the April BOH meeting and I will post the property, since the mail has not been working. Thanks, Karen Karen Malkus Town of Barnstable Health Division Coastal Health Resource Coordinator karen.malkus(a)_town.barnstable.ma.us phone: (508) 862-4641 cell: (508) 857-6558 From: Emily Michele Olmsted [ma i Ito:ern ilymichele.olmstedC�barnstablecounty.org] Sent: Tuesday, March 28, 2017 11:09 AM To: Crocker, Sharon Cc: Malkus, Karen Subject: RE: 306 Long Beach Good morning, I had sent the referral paperwork for 306 Long Beach Road to your office. Please note that my certified letter was just returned (unclaimed). See attachment. Please let me know if you have any questions. Thank you, Emily Michele 1 A/ From: Crocker, Sharon [ma i Ito:sharon.crocker@town.barnstable.ma.us] Sent: Wednesday, March 15, 2017 9:00 AM To: Emily Michele Olmsted Cc: Malkus, Karen Subject: FW: 306 Long Beach Yes,thanks. It would be a good idea to check in with last wastewater operator. Sharon From: Emily Michele Olmsted [mailto:emilymichele.olmsted(@barnstablecounty.org] Sent: Wednesday, March 15, 2017 8:46 AM To: Crocker, Sharon Subject: 306 Long Beach Good morning Sharon, I am sorry I missed you yesterday—our offices were closed due to the storm. I have not heard any reply about 306 Long Beach Road. I had originally sent a letter to David and Heather Pizzotti, but then after checking with Karen Malkus, used a slightly different address. I did send a certified letter on February 17th, but I have not yet received the green card back with the owner's signature that it was received. I had reset the reminder for next week. Would you like me to take any other action?The one other thing I may do is check in with their previous wastewater operator on the chance that this owner has renewed but for some reason they have not updated us yet. Thank you, Emily Michele Emily Michele Olmsted Project Assistant ,Q( "B" CDHE f119 eoftet r,Oxwr,-,Cowmoff LOtx I mrl Eta r r r ` PROMOTE-PROTECT- S4JFr'FtT F f; YEARS OF SERVICE 1926- 2016 Department of Health and Environment Barnstable County, Massachusetts PO Box 427 Barnstable, MA 02630 Email: emilymichele.olmsted@barnstablecounty.org Web: www.barnstablecountvhealth.org Twitter: @BCHDCapeCod Facebook: http://www.facebook.com/bchdcapecod Tel: 508-375-6901 Fax: 508-362-2603 2 • • • COMPLETE THIS SECTIONON DELIVERY rN omplete items 1,2,and 3: , A. S' ture rint your name and address on the reverse X ❑Agent o that we can return the card to you,': Addressee ttach this card to the back of the maifpiece, B•. Received by(Printe me) : Date f liv ry r on the front if space permits: 1.Article Addressed to: Is delivery address different from item 1? ❑fes If YES,enter delivery address below: [j No. k�l'C- (�- O v �e G. �--c. II I IIIIII IIII III I III I II I II I I I I IIII II I I I I III III 3: Service Type 0 Priority Mail Express® O Adult Signature ❑Registered MajlTM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 2480 6306 7767 04 ❑Certified Mail Restricted Delivery ❑Return Receipt for Collect on Delivery Merchandise 2, Article NUrriber(Transfer-fCottt_serviCe_/abeD ❑Collect oh Delivery Restncted Delivery Signature ConfirmationT"' �ured Mail ❑Signature Confirmation 7 012 ;1010 0 0 0 0 f 2 8:4 7. , 8 6 0 5 ured Mail Restricted Delivery Restricted Delivery er$500) PS Form:3811_,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mail .Postage&Fees Paid. USPS Permit No.G-10 9590 9402 2480 6306 7767 04 United Sta#es •Sender:Please print your name;address,and ZIP+4®in this box• !� Postal Service Town of Barnstable 4 Health Division 200 Main Street Hyannis,MA 02601 Postal CERTliFIE�1ENAILN' RECEIPT n O D. • ,nly;,No Insurance Coverage Provided) For delivery Information visit ur.website at vV".usps.corn@, r •� A K,,� rf , ep Postage $ ru Certified Fee ! 6` C3 O p Retum.Receipt Fee a ,� Q (Endorsement Required) Here C3 Restricted Delivery Fee (Endorsement Required) tS. S pTotal Postage&Fees a ift` Sent To n' ----------k�----i�c-h a � Street Apt,No.; , or PO Box No. '�O Pnec c h U r` ---- --------------'---------------- __ty Stae�+� I I-e I'�1� 6? z Certified Mail Provides: -• ■ A mailing receipt ■ A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. • For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 Town of Barnstable Barnstable Regulatory Services Department 6MASS M ' Public Health Division IMP bs���® 2007 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#70121010000028478605 March 29, 2017 Richard Rougeau 306 Long Beach Road Centerville, MA 02632 RE: Operation and Maintenance Contract for the Innovative Septic System installed at: 306 Long Beach Road in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system may have expired or was cancelled as of December 1, 2016. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.orq/ia-systems/ia- owners-guide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15) days of receipt of this letter. Please be advised that if you do not respond within fifteen (15),days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 25, 2017 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH T cl<ean, R. . CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 April 5,2017 Portledge-by-the-Sea ATTN: Lisa A. Bieling 25 Popes Lane Hingham, MA 02043 RE: MicroFAST System - 5138 306 Long Beach Road, Centerville, Massachusetts Dear Portledge-by-the-Sea: We have re-instated your Inspection& Testing Agreement for the FAST Treatment system located at 306 Long Beach Road, Centerville, Massachusetts as of today's date. Thank you. Sincerely, Donna L. Callahan Cc: Department of Environmental Protection, Boston Barnstable Board of Health 200 Main Street Hyannis, MA 02601 a�VA Town Of Barnstable Barnstable Regulatory Services Department MAn ib39. �' Public Health Division I �e 200 Main Street,Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#70121010000028478605 March 29, 2017 Richard Rougeau 306 Long Beach Road Centerville, MA 02632 RE: Operation and Maintenance Contract for the Innovative Septic System installed at: 306 Long Beach Road in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system may have expired or was cancelled as of December 1, 2016. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountvhealth.brq/ia-systems/ia- owners-guide. The Barnstable County Department of Health and Environment oversees VA septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15)days of receipt of this letter. Please be advised that if you do not respond within fifteen (15).days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 25, 2017 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH CT5 cKean, R. . CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment C ��� - � �� �, � ��� ���� � � rf C� � ��' K 3,) . �whq "1141. r,�.� February 17th, 2017 Portledge By the Sea ATTN Lisa and Jeffrey Bieling 25 Pope's Lane Hingham, MA 02043-2901 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at'306 Long Beach Road in the town of Barnstable. - Dear Portledge By the Sea, Our records indicate that the operation and maintenance contract with Wastewater Treatment Services for your innovative/alternative wastewater treatment system may have expired or was canceled as of December 1 st, 2016.To date we have not received evidence that you have entered into a new operation and maintenance contract. am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP)and the Town of Barnstable require you to keep an operation and maintenance (O&M)contract in effect at all times for your system. Information about these requirements may be found at https://septic.barnstablecountyhealth.org. My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We are authorized by the Barnstable Board of Health to contact you to inform you of the above requirement and to request your compliance.Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15) days of receipt of this letter. For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor. Pleas be advised that if you do not respond within fifteen 15) days of our receipt of this letter b forwarding a � _- p ( Y Y p Y 9 copy of a signed contract, I may refer you to the Barnstable Board of Health for further enforcement action.You may/,, be required to appear before the Barnstable Board of Health to show cause as to why you have not maintained the required contract. I can be reached at 508-375-6901; my fax number is(508)362-2603. 1 can also be reached via email at emilymichele.omsted@barnstablecounty.org.Thank you for your prompt attention to this matter. Sincerely, Emily Michele Olmsted CC: Barnstable Board of Health Enclosures (2): Certified Wastewater Treatment System Operators List, Inspection and Testing Requirements Certified Letter Number: 7016 0340 0001 0140 0513 ; i :30 Af, CDHj r { " "• B,umlam dowy DEPARTMENT of HE&TH Am Ewson r. .° ///J � � S ' PROMOTE - PROTECT- SUPPORT C . SERVICE • 0 . 4 F .• ... ,irk, - xR':M'-�z.55 .,��.', f _ No February 17, 2017 Thomas McKean Barnstable Health Division 200 Main Street Hyannis, MA 02601 RE: I/A septic system operation and maintenance contract letters to owners Dear Thomas McKean, I have enclosed 1 (one) copy of a certified letter sent to the owners of innovative/alternative septic systems in the Town of Barnstable. This letter is in regards to the cancellation of the 0&M contractlor this system My normal protocol is to send one standard letter to owrie'rs, If the,owner is not compliant in 15 busine`ss days, I them send a certified letter: In the,event that an owner has not come into compliance after receipt of the certified letter and within the time period specified in the letter, I will send referral paperwork to your office with copies of all correspondence I have made with the owner. Unless your office prefers otherwise, I do not need any action from you until I send referral paperwork for owners who are still non-compliant after my efforts. If you wish to see the status of this property or any others in your town, please log on to the septic database at https://septic.barnstablecountvhealth.org/. If you prefer to receive electronic copies instead, please let me know. If you have any questions 1 can be reached on my desk phone at (508) 375-6901.or by fax at (508) 362-2603. 1 can also be reached via email at emilymichele.olmsted@barnstablecounty.org. Thank you for your time. Sincerely, Emil Mic ele Olmsted Enclosure(s): 1 BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427. BARNSTABLE, MASSACHUSETTS 02630 Phone:(508)375-6613 I FAX:(508)362-2603 1 TOO:(508)362-5885 Web:barn stablecountyhealth.org I Twitter:QBCHDCapeCod T Q,,, BBCDHE BAFN$(AS;E COUNTY O-PAR7M1IENT OF HEN,TX AhD =,gay t-8'�!W � k `7V1, PROMOTE-PROTECT-SUPPORT _ +uim� ♦• ♦ s OF SERVICE • January 27th, 2017 Portledge By the Sea ATTN Lisa and Jeffrey Bieling 25 Pope's Lane Hingham, MA 02043 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 306 Long Beach Road in the town of Barnstable. Dear Portledge By the Sea, Our records indicate that the operation and maintenance contract with Wastewater Treatment Services for your innovative/alternative wastewater treatment system may have expired or was canceled as of December 1 st, 2016.To date we have not received evidence that you have entered into a new op!vtion and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP)and the Town of Barnstable require you to keep an operation and maintenance (O&M)contract in effect at all times for your system. Information about these requirements may be found at https://septic.barnstablecountyhealth.org.You can access the list of wastewater operators of whom we are aware do business in Barnstable County.This septic database also provides further explanation about your I/A septic system, as well as any sample and inspection history for the performance of your system, as entered by previous service providers. My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We are authorized by your Board of Health to contact you to inform you of the above requirement and to request your compliance. Accordingly, please forward a copy of a signed contract via mail,fax, or e-mail within fifteen (15)days of receipt of this letter. For your convenience, I have enclosed a list of wastewater operators we are aware of that do business in Barnstable County.The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor. Please be advised that if you do not respond within fifteen (15)days of your receipt of this letter by forwarding a copy of a signed contract, you may be referred to the Barnstable Board of Health for further enforcement action. I can be reached at 508-375-6901; my fax number is (508)362-2603. 1 can also be reached via email at emilymichele.olmsted@barnstablecounty.org.Thank you for your prompt attention to this matter. Sincerely, Emily Michele Olmsted CC: Barnstable Board of Health Enclosures (2): Certified Wastewater Treatment System Operators List, Inspection and TestingApggftgijqrftUNTY COMPLEX 3195 MAIN STREET/PO BOX 427 BARNSTABLE,MASSACHUSETTS 02630 Phone:(508)375-6613 1 Fax:(508)362-2603 1 TDD:(508)362-5885 Web:barnstablecountyhealth.org I Twitter:@BCHDCapeCod CDH BAFVSTABLE CoLmy DEPA.Rmw OF HEALTH AW&V14N%4 1T PROMOTE - PROTECT- SUPPORT 90 YEARS . SERVICE • • • • I January 27, 2017 Thomas McKean Barnstable Health Division 200 Main Street Hyannis, MA 02601 RE: I/A septic system operation and maintenance contract letters to owners Dear Thomas McKean, I have enclosed 1 (one) letter to the owners of innovative/alternative septic systems in the Town of Barnstable. This letter is the initial correspondence in regards to the cancellation of the 0&M contract for this system. Please'note that this letter.includes an updated owner contact address. My normal protocol is to send one standard letter to owners; if the owner is not compliant in 15 business days, I then send a certified letter. In the event that an owner has not come into compliance after receipt of the certified letter and within the time period specified in the letter, I will send referral paperwork to your office with copies of all correspondence I have made with the owner. Unless your office prefers otherwise, I do not need any action from you until I send referral paperwork for owners who are still non-compliant after my efforts. If you wish to see the status of this property or any others in your town, please log on to the septic database at https://septic.barnstablecountvhealth.org/. If you have any questions I can be reached on my desk phone at (508) 375-6901 or by fax at (508) 362-2603. 1 can also be reached via email at emilymichele.olmsted@barnstablecounty.org. Thank you for your time. Sincerely, Emi Michele Olmsted BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427 BARNSTABLE, MASSACHUSETTS 02630 Phone:(508)375-6613 I FAX:(508)362-2603 I TOO:(508)362-5885 Web:barnstablecountyhealth.orq ( Twitter:eEsCHOCapeCod ............ BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND THE ENVIRONMENT SUPERIOR COURT HOUSE P.O. BOX 427 BARNSTABLE, MASSACHUSETTS 02630 Thomas McKean Barnstable Health'Departrnent 200 Main Street Hyannis, MA 02601 . r ` �. ' � N' _... a..`_�` � •J I `� \\ 4 �� �� i ii i � � `� ii is 4�} c Town of Barnstable Barn Regulatory Services Department "" 'f" RARNgi `ABM 163;9. Public Health Division Q 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Interim Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#70121010000028478605 March 29, 2017 Richard Rougeau 306 Long Beach Road Centerville, MA 02632 RE: Operation and Maintenance Contract for the Innovative Septic System installed at: 306 Long Beach Road in the Town of Barnstable. The Barnstable County Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system may have expired or was cancelled as of December 1, 2016. To date, they have not received evidence that you have entered into a new Operation and Maintenance contract. Therefore, we are writing to instruct you that the Massachusetts Department of Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia- owners-guide. The Barnstable County Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in the Town of Barnstable. The Public Health Division is hereby contacting you to inform you of the above requirement and to order you to comply. Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15) days of receipt of this letter. Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding a copy of an assigned contract, you will be scheduled to appear before the Board of Health at a show cause hearing on April 25, 2017 to provide information relative to the required contract. PER ORDER OF THE BOARD OF HEALTH CT cKean, R. Agent of the Board of Health CC: Barnstable Department of Health and Environment No. •, Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes µ Application for &5po5al �&pgtemc Con.5truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(yi!�L Abandon Complete System ❑Individual Components Location Address or Lot No. S ao Lave ga,pi,� {Q pq e! Owner's Name,Address,and Tel.No. Ce.wTErt.�.��e. , anrtq ?*Arledge Sy 'tea sea COQa�OMetiJM Ti�.as i Assessor's Map/parcel �J� Z O Z S Pe Installer's Name,Address,and Tel.No. 640941 !C-t¢ ClrkerPr;W) Designer's Namc,,Address and Tel.No. a 1 d?.a. 90^ ?63 Doww L4P6`,�EroS:�ctV:��, S6,6 ALES goLf ..e4sTtra1,12 ✓k� Type of Building: Dwelling No.of Bedrooms 7 Lot Size 111i,Ob % sq. ft. Garbage Grinder ( ) Other Type of Building (10 eta o No.of Persons � Showers(-,< Cafeteria( ) Other Fixtures Design Flow(min.required) —7?O gpd Design flow provided 77 y gpd . Plan Date 1 Z 3 too L Number of sheets Revision Date 7.^'7 Z.•L'1 Title OCi ( ,*^I l3Ccy dA 70 Size of Septic Tank 1500 Co 4 j Type of S.A.S. Pt ee. 4 ST% ,-R Description of Soil Nature of Repairs or Alterations(Answer when applicable) O&Z 15to Q4k 4-2,0 Wc./V i^rv¢5i I. D 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 Certificate of Compliance has been issued by this Board of Health. Signed e 9 Date 1.S^ 1,L7o Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued 6 No. �.��� � �,- t � Fee D� e --- .� Entered in comO Outer' p THE COMMONWEALTH OF MASSACHUSETTS d A -s PUBLIC HEALTH 91jVISI.ON;- TOWN OF BARNSTABLE, MASSACHUSETTS: Yes Application for; Big05al *pztem Cow5truction Permit Application for a Permit to Construct( )"R�pai"r O Upgrade(-4 Abandon( ® Complete System ❑Individuah`Components 1, Location Address or Lot No. 3 Ob (-or t„�cL. k a o-' Owner's Name,Address,and Tel.No. tf 1 (7 ✓ �.TCl 'A-e r•rlaG(`(4' '.� iLo 4�.� C4 �jLz,, n � ej . 5 " Assessor's Map/parcel t g)"' /Z.�i j am;, '" S' �- Fr �,a �N NI V-i Installer's Name,Address,and Tel.No.,t ` r' Ems'' " 5" Designer's Name,Address and Tel.No. 6 L/ - u' ` k c G ` L`G yU2-0 �L� ' r,i tc Lt�' c 3 ; .^r, c,n trieyr a . _T�pe of Building: r' i Dwelling No.of Bedrooms 7 L6t Size I X)'r 1 �-�' -- sq.ft. Garbage Grinder Other Type of Building NFo.of Persons L—, Showers('�,4 Cafete4ia Other Fixtures F Design Flow(min.required) gpd Design flow provided 7 7 -/ gpd Plan., Date ~r .I ` 2 3 ` Z c o Number of sheets Z- Revision Date ` '7 2 4`� 3 lei - t� Title y< , L v 1 � P 6 '°.. f 5 CCo ;r. a l , , ,. Size of Septic Tank '� . � Type of S.A.S.SAS (' 'p Description of Soil D ) Nature of Repairs or Alterations(Answer when applicable) hiC?:J 1 jwo Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage dispbsal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of 1 Compliance has been issued by this Board of Health. 4 Signed ry I r Date 15 Qv Application Approved by Date j aw� Application Disapproved by: �_ Date ' t for the following reasons Permit No. Date Issued e — THE COMMONWEALTH OF MASSACHUSETTS P BARNSTABLE,MASSACHUSETTS } Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed / Repaired Upgraded g P Y ( ') P ( ) (�) �* Abandoned( )by z r� , /� v+ f P(✓1 2 S L.L L at 3 Oco (_"'n< e 4C /to n Cr, �-p t.,�0 e has been-cons cted in accordance with the provisions dTitle 5 and the for Disposal System Construction Permit No. [� dated Installer � a P,, ( Cal 2( / . ) ` ) L L G Designer Zo W v1 ga,, t- 1 #bedrooms Approved design flow gpd r � The issuance o_Qthis permittssha11 not be construed as a guarantee that the system will',function as designed. 1 . sate Inspector——————'—————————————————————--o--—-————————— No. 62Z e - Fee THE COMMONWEALTH OF MASSACHUSETTS O PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS wigogal,*pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (x) Abandon ( ) System located at L and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Constructio must bf completed within three years of the date of is 770/ Date Approved by ) ° Health-Muster Detail Page 1 of 1 Pryt„emu ,:Az ,r " t `^.. A�=,r "�. �.:,n= ° •"�' r' =:»-�Z. ," `, v I Lkl� Logged In As: TOWN\malkusk Health Master Detail Wednesday,January 25 2017 Application Center Parcel Lookup Selection Items Parcel I Septic Pelic Well Fuel Tank Parcel: 185-024-OOA Location: 306 LONG BEACH ROAD, Centerville Owner: PIZZOTTI, DAVID 8, HEATHER Business name: Business phone: Rental property: ❑ Deed restricted: ❑ Number of bedrooms : 0 Contaminant released: ❑ Fuel storage tank permit: ❑ Save Parcel Changes I Return to Lookup Parcel Info Parcel ID: 185-024-OOA Condo unit:UNIT 1 Condo complex: PORTLEDGE BY THE SEA CONDO Building: Location:306 LONG BEACH ROAD Primary frontage: Secondary road: Secondary frontage: village:Centerville Fire district:C-O-MM Town sewer exists at this address: No Road index:0912 a Asbuilt Septic Scan: 1850240OA 1 Interactive map AX Town zone of contribution:AP (Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info owner: PIZZOTTI, DAVID & HEATHER Co-owner: Streeti:6 ELIZABETH WAY Street2: city: LYNNFIELD State: MA zip: 01940 Country: Deed date:7/1/2013 Deed reference:27512/319 Land Info Acres: 0 use: Condominium MDL-05 zoning:CBDLBSB Neighborhood: 0001 Topography: Road: Utilities: Location: Construction Info lBuilding N ear Buil Gross Area Living Area Bedrooms Bathrooms 1 1920 1063 910 1 Bedroo 1 Full-0 Half Buildings value:$218,600.00 Extra features: $6,100.00 Land value: $0.00 http://issgl2/intranct/healthMaster/HealthMasterDetail.aspx?ID=18502400A 1/25/2017 "T -r— _ - Ex..�; _1_�.._i_ Ex.=,-- Ex. r- -Ex.- - --Ex. - Ex. - Ex.-- r- ri LU I _ N _ SPARE BEDROOM/OFFICE N i n 2s --- 26 o o j _ r ---- t ------- ------- mt r----- -- - 2 0 A GAME 4 A TABLE �'�`�� .d y I Ex. o A LOFT AREAS tLoffrArea ---------------- --- --- y- I DN {{ l i l l l i a Existing i New 23 --- --- Floor A EXISTING 25 26 RAILING ! j j i ! I I - 22 --- --- f CLOSET tl LINEN �.: W/Di -- � il ? 6 2,x 3 6„ ------- t ;Shower.;< � t MASTER BEDROOM i / ' \30, i ;C i EXISTING WOOD I i ` 4'8"x3'0" Al BATH' .� i MASTER BATH \ ' DECK ! ! I , I ; � .22 �/ ---- Shower �\��\` i 3 -- ------------==------------� � L. /� RENOVATED\ Tub ./BATHi\ 21/ Ex x. -__ -Ex, i E,�.- �I-N. -�yE. I I� f� CLOSET I Limit of Existing I° New Sash g New Tempered Glass @ ! _. Only Flooring Bottom Sash I L ! HI I I \\SP`ROCK WPLL TCB 2 ASBUILT INVERTS: f O��OM gPNK P�KTCB 3 OUT BLDG.: 6.87' 8 TCB 4 SOP OF C g (-A INTO P/C: 2.04 O OUT P/C: 2.04 PARCEL 24 FI' INV. 2" LAT: 5.35 B 5 1 1,500t SF BOTT.SAS: 4.60 0 0 N O„ c° E)[IST. 4 UNIT CONDOMINIUM (7 BEDROOMS TOTAL) TOP FNDN = 8.4' \ / LATERALS 4"MANIFOLD —11 114" ORIFICES FAST J 1 I 5 O.C. C.O. I C. 0 1� BLOWER PANEL 1-1' 1 I ........... 1 CP s P C T � � F� :. ..:.:::k ::•:::•::•:c.:::::::::::::...::. :: .1 ECYCLE LINE .................................... ....... ::•:::::::::::::::::::::::::::::::::::: 12p.0 ::::::::::::::::::::::....... ........... ::.: ::...... :.....:...:..... I ::........ :::.:::::::.::::::::::::.... C.O. ' _,......__ VENT - 11, 0 _ LINER ACH ROpD — — SAS L.ONG BE SEPTIC ASBUILT PLAN 05-1810 1J FAST SYSTEM ASBUILT.DWG (DAO) PREPARED EXCLUSIVELY FOR SEPTIC SYSTEM DATA, NOT FOR ANY OTHER USE LOCATION : 306 LONG BEACH ROAD, CENTERVILLE, MA PREPARED FOR: SCALE 1" = 20' DATE Capewide Ent. LLC, & 12-20-06 Portledge By The Sea Condo Assoc. REFERENCE MAP 185 PCL 24 � �N OF 4f4 off 508-362-4541 0 DANIEL cy� fox 508 362-9880 v+� o A. � down cape engineering, Inc. U No.� CIVIL ENGINEERS v �- LAND SURVEYORS ( ESS�O ---- — ---- --- ------ 939 main st. yarmouth, ma DATE SU SURVEYOR Town of Barnstable Regulatory Services Thomas F. Geiler,Director s Public Health Division Thomas McKean,Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 ' Installer & Designer Certification Form Date: 12 ZI-Loo 6 Sewage Permit# Z o n 6- So Assessor's Map\Parcel Designer: JJovJ e i r7 Installer: CCLe w►rX,Q �h Pi Ar— Address: l / l Cc r n Address: LW"0 V"k p Mf4- on 12 1$ 6(o C►a t,,; .',G Gvt �'J', LL- was issued a permit to install a (d te) (installer . septic system at ri Lo eAcl% based on a design drawn by w Q- (a dress) ''� . `�`� E►.�W hGdated /0 0. (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. �jH OF MAS �y�k4' Sq�y �SN Of MASS DANIELA. G�� o DAfVIEL c�a staller's Signature) o OJALA CIVIL A. QC No. 2 4 v m Po �� It/ o. 0980 �F GISTER �� • , SS/ONAL ENS' qAl FESS\0 (Designer's Signaturo k Designer's re) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU Q:Health/Septic/Designer Certification Form 3-26-04.doe Jo o 44 Commercial Street Raynham, MA 02767 ` Tel: (,OS) 880=0233 i Fax: (5Q8) 880,7232 December 21, 2006 Barnstable Board of Healthy R 200 Main Street Hyannis, MA 02601 Attention: Board of Health Agent £ Reference: Home FAST Treatment `j Serial Number: 5138 ..15, W Attached please find a copy of the Product Registration Report for the FAST Treatment ;7 System for work performed on 12/19/2006 at the property of",Portiedge-by-the Sea--'-"•F located at 306 Long Beach Road, Centerville, MA. Also attached-is a copy of the fully executed Inspection & Testing Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, Donna L. Callahan Enclosures .^s WZ=INCORPORATC0 8450 Cole Parkway m Shawnee, KS 66227 w Phone 913-422-0707 m Fax: 912-422-0808 e-mail: onsite biomicrobics.com w www.biomicrobics.com w 800-753-FAST(3278) PRODUCT REGISTRATION REPORT Product Registration Report must be completed and returned to Bio-Microbics, Inc. in order to effect warranty. Date of Start-Up 0`1 'O�Date Shipped to End User 12/20/06 Serial# 5138 OWNER NAME Portled a-b -the-Sea ADDRESS 306 Long Beach Road CITY/STATE/ZIP Centerville,MA 02632 PHONE/FAX BIO-MICROEICS DISTRIBUTOR NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynbam, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 INSTALLER NAME Ca ewide Enterprises ADDRESS P.O.Box 763 CITY/STATE/ZIP Centerville,MA 02632 PHONE/FAX 508-428-4028 - CONSULTING ENGINEER if applicable) NAME Down Cape Engineering ADDRESS 939 Main Street CITY/STATE/ZIP Yarmouth,MA 02675 PHONE/FAX 508-362-4541 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear Audio Alarm Operatina Septic tank level BLOWER(S) Septic tank meets min. size Lj Wired for correct voltage Septic tank filled to []' operating level Inlet/outlet piped correctly Air Lift Operation Filter element installed Recirculation tube in place L/ Blower hood secure © 0 Fasteners tight [� Blower works correctly [d L3 WATER-TIGHT JOINTS Blower located within 100' of [r]' L3 0 Treatment unit to septic tank treatment unit / Air line clear 0 Lj Entrance tube to insert cover Air inlet screen clear Insert to insert cover [.� Blower hood vents clear Ll Discharge line connection Factory Authorized Personnel: Title: Firm: Wastewater Treatment Vrvices. Inc. Date: a--f- � f 09-NOV-06 12:47 FROM-ANGPROD +15088807232 T-916 P.02/03 F-191 V,W�2/` 44 Commercial Street Plea"compiee all items mmkcd• Raynham, MA including duce signatures. Mail 02767 signed original eMb=t to: W Tel: (508) 980.0233 44 S ComamiAL �Ct Pmn�m,M,&0276� Fax (508)880-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inca(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 4 times per year that this Agreement remains in effect,with the first inspections beginning 6(- These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Take amperage and voltage readings,change oil,grease blower,check belts,check air pressure,air scour unit,check airlift,check recycle line,and clean/replace intake filter of air blower.. 3) Inspection of the alarm system. 4) Inspect over-all condition of Modular FAS'Ie System. 5) Notify OWNER of any problems encountered. 6) Invoicing on a quarterly basis for testing only to be paid within 30 days from date of invoice. Annual maintenance cost to be paid in full upon acceptance of this agreement. 7) Must receive a signed purchase order from OWNER prior to any work being performed other than that covered by this Inspection Agreement. Service other than routine maintenance will be billed at an houily rate plus travel and material. 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 one-half after 5:00 PM and on 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. W'fS 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. DEC-6Dec, 6, 2006 4: 00PM UE imantrose haeusersie2e2327 To:i_-wee2G;No, 5387 P, 12-,3r VQV YN GVVV WL"L UC-UJ ML LAW VIT IM rnn siv, juur iuvuuu t. uL. ., 06-PEC-06 17:21 FWJBENEPROD +11013801132 T-124 P•03/13 HOD G�u:eatt ae is to seed 0%VM 3x"%bwIY 10 daY9 beam MCPhI on of die tarn►*(do ctom eauaaet[Z�eithCer aat bVbiMfWMC Mw Gana as sa offer to Ext�d �04 `�*(&e uw aatftct ft ear of service. It ie f3N "wo respawfbility to t� as e�aim 9W�md giPa W?S must t+erxiVe t1'J� Bad aaawt�p�boSosa rA eaa�et wve • Fatltaa ton==wCh d on Of d=MMS aonecaotyrar to An=oonemuaus my fee*� oA of secvace.pmoel>s►fion of tha *w or to otltierwige 9"*of ft tt�the eekction o�VM. OVVM MY nat udV this OOMMt = met=&rmtlll wou raacch MMMncee totlao whim the vior wr' w eoasew of WTL It wN XmSW InfOt'oe tata7 ap�Y 6Y Odw at d e address gcvea brsbo►of until't G mr m term a' b"Oona. ANVUAc At. AV Bit MirsobicS Mbdula AST *signed try OWNM. spa: V W street pdge�ry►�he•sea R YUhAM MA 07767 *Adtse: - 306 Loa$&aab Road TOW.(508)880.0�33 #City► Step= � r;sx:(."S)SW7232 ? t-7Q0�739 cewrmo MA 02632 F.ffedive Date of Aft Z /1- v� _,.._.. Daytime Te18pe pwg undersmnds ft(1)Amer AL RATE paYlOW is for oae y=r-only came oa at effeefive data set faith above and is uaA li.; ad(2)02=D8p Rtgul2dON A R4 to a � a service a�eac Far the ldYa o4t#ro>FABT'sysmm. Y$,AWE RUD © M VOREGotNG. q times pee year wad vatad oa a qualified aft Ub fttW�oa' P=ftscMabIg scam to Stste sad loea:A99ndos as ►oil as&E O'Vf1NM 0*74=is le I- eft ent to enable a grab sampk w be Mlon forbaborstorj Mft PUOXM� a ,� ONE) � art�►t (x ) � O�ovtsu�tAL CHUM t +gp t corn mQXS Pit LWAL BOARD OF MMU(Y)or 00 If�+A WMb'M of P=& t X )tL BODs,TSS,NttIrn N"b its,MC4 O ' * o Cost for testiagi operator asiped: t,��g� - . Omn� � Telepbonet 5 Rg S sApProval far ESUettt Testitf .$ o DEED RESTRICTION PORTLEDGE BY THE SEA CONDOMINIUM WHEREAS, LISA A., BIELING (of Hingham, MA) , AARON GREEN, (of Boston, MA) , PETER RUDDICK (of Barnstable/Centerville, MA) , and RICHARD N. ROUGEAU, (of Barnstable/Centerville, MA) are the TRUSTEES of PORTLEDGE BY THE SEA CONDOMINIUM TRUST dated December 8, 1982, recorded with the Barnstable County Registry of Deeds in Book 3633, Page 12:3. WHEREAS, the Trustees of the condominium must approve any additions to the condominium or changes to the units in the condominium and, therefore, control the number of bedrooms that can be used in the condominium; and I WHEREAS, as controlling entity of the condominium, the Trustees ' agree with the Town of Barnstable Board of Health to restrictions as to the number of bedrooms which can be included"in the condominium as a whole as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; _ WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage is requiring that the agreement for- the restriction on the number of bedrooms within the condominium be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, the undersigned Trustees of Portledge By the Sea Condominium do hereby place the following restriction on the condominium property situated at 306 Long Beach Road, Barnstable (Centerville) , Barnstable County, - Massachusetts 02632, in accordance with their agreement with ' the Town of Barnstable Board of Health, which zestriction shall run with the land and be binding upon all successors in title: s Portl.edge By The Sea Condominium located at 306 Long Beach Road, Barnstable (Centervil.l.e) , MA may have constructed no more than seven (7) bedrooms within all of the units of the condominium. The undersigned 'Trustees agree that this shall be a permanent Deed restriction affecting said Portl.edge By The Sea Condominium located at 306 Long Beach Road, Barnstable (Centerville) , Barnstable County, Massachusetts, except that the Town of Barnstable agrees that additional bedrooms may be added after proper engineering by the Board of Health or if the property .is serviced by a public sewer system in which case this Restriction would be amended to allow for addi.t.i.onal bedrooms with the issuance of such a permit. A document from the Board of Appeals would have to be recorded to affect. this Restriction. The undersigned Trustees hereby certify that they are the authorized and appointed Trustees of said Trust and that. said Trust is in hull. force and effect and has not been amended and that this Deed Restriction is made in accordance with the terms and conditions of said above_, mentioned Decl.ax�ation of Trust under the provisions of Section 2. of Article III and Article V Section (v) . For title, see Master Deed of Portledge By The Sea Condominium recorded in Book :3633, Page 109. WITNESS our hands and seals this /��� day of , 2UU6.. — — PORTLEDGE BY THE SEA CONDOMINUM TRUST r y By: Li. / Biel.ing, Trustee By:. Aaron Green, Trustee By: -- Peter Ruddnick, Trustee By —_—- ------_ Richard N. Rougeau, Trustee 4 4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, SS.. _ , 2006 Before , the undersigned Notary Public, personally appeared _ _ _, proved to me through satisfactory ehidence of identification, which was a MA driver's license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it, voluntarily for its stated purpose. a Public My commission expi.res: (0/2//2-007 JACQUELINE HURSTA` Notary Public My Commission Expires C:\MyFi.les\Portl@dge21P-M7,cloc r i Portledge By The Sea Condominium located at. 306 Long Beach Road, Barnstable {Centerville) , MA may have constructed no more than seven (7) bedrooms within all of the units of the condominium.. The undersigned Trustees agree that this shall be a permanent Deed restriction affecting said Portledge By The Sea Condominium located at. 306 Long Beach Road, Barnstable (Centerville) , Barnstable County, Massachusetts, except that. the Town of Barnstable agrees that additional bedrooms may be added after proper engineering by the Board of Health or if the property is serviced by a public sewer system in which case this Restriction would be amended to allow for additional bedrooms with the issuance of such a permit. ., A document from the Board of Appeals would have to be recorded to affect this Restriction.. The undersigned Trustees hereby certify that they are the authorized and appointed Trustees of said Trust and that said Trust is in full force and effect and has not, been amended and that this Deed Restriction is made in accordance with the terms and conditions of said above- mentioned Declaration of Trust under the provisions of Section 2 . of Article III and Article V Section M ., For title, see Master Deed of Portledge By The Sea Condominium recorded in Book 363.3, Page 109., WITNESS our hands and seals this day o f -��` �� 2 0 0 6., PORTLEDGE BY THE SEA CONDOMINUM TRUST By: Lisa el ' Trustee By: Aaron. Green, Trustee By: Peter Ruddick, Trustee By: Richard N. Rougeau, Trustee • i i Portledge By The Sea Condominium located at 306 Long Beach Road, Barnstable (Centerville) , MA may have constructed no more than seven (7) bedrooms within all of the units of the condominium„ The undersigned Trustees agree that this shall, be a permanent Deed restriction affecting said Portledge By The Sea Condominium located at 306 Long Beach Road, Barnstable (Centerville) , Barnstable County, Massachusetts, except that the Town of Barnstable agrees that additional bedrooms may be added after proper engineering by the Board of Health or if the property is serviced by a public sewer system in which case this Restriction would be amended to allow. fox additional bedrooms with the issuance of such a permit ., A document from the Board of Appeals would have to be recorded to affect this Restriction,, The undersigned Trustees hereby certify that they are the authorized and appointed Trustees of said Trust and that said Trust is in full force and effect and has not been amended and that this Deed Restriction is made in accordance with the terms and conditions of said above.- mentioned Declaration of Trust under the provisions of Section 2 . of Article III and Article V Section M . For title, see Master Deed of Portledge By The Sea Condominium recorded corded in Book 3633, Page 109. WITNESS our hands and seals this 200' day ofJveu,�e fi 2006 .. PORTLEDGE BY THE SEA CONDOMINUM TRUST By: Lisa A. Bi.eling, Trustee By: Aaron GG en, Truste By:4 --b---Z--� Peter Ruddick, Trustee By: Richard N. Rougeau, Trustee f FROM >))))XC PHONE NO., 7817402739 Nov. 20 2006 02:22PM P1 a Portledge By The Sea Condominium located at. 306 Long Beach Road, Barnstable (Centerville) , MA may have constructed no more than seven (7) bedrooms within all of the units of the condominium.. The undersigned Trustees agree that this shall be a permanent Deed restriction affecting said Portledge By The Sea Condominium located at 306 Long Beach Road, Barnstable (Centerville) , Barnstable County, Massachusetts, except that the Town of Barnstable agrees that additional bedrooms may be added after proper engineering by the Board of Health ox if the property is serviced by a public sewer system in which case this Restriction would be amended to allow for additional bedrooms with the issuance of such a permit. A document from the Board of Appeals would have to be recorded to affect this Restriction. The undersigned Trustees hereby certify that they are the authorized and appointed Trustees of said Trust and that said Trust is in full force and effect and has not been amended and that this Deed Restriction is made in accordance with the terms and conditions of said above- menti.ozied Declaration of Trust under the provisions of Section 2. of Article III and Article V Section (v) ,. For title, see Master Deed of Portledge By The Sea Condominium recorded in Boob 3633, Page 109. WIT SS our hands and seals this Say of� t},02 ,�ti 2006. - �__ PORTLEDGE BY THE SEA CONDOMINUM TROST Lisa A, Bieling,Trustee By: Aaron Green, Trustee By.. Peter Ruddick, Trustee Richar N. Rouge au, Trus ee 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 October 26, 2010 Portledge-by-the-Sea ATTN: Lisa A. Bieling 25 Popes Lane Hingham, MA 02043 RE: MicroFAST System - 5138 306 Long Beach Road, Centerville, Massachusetts Dear Portledge-by-the-Sea: We have.re-instated,your Inspection & Testing Agreement for the FAST Treatment system.,located at,306 emsLong Beach Road, Centerville, Massachusetts as of October 25, 2010. ; : ; Thank you. Sincerely, Donna L. Callahan v o o a -♦ o %O 00 :ts tf3 Cc: Department of Environmental Protection, Boston Q v�Barnstable Board of Health CO rn ' 200 Main Street Hyannis; MA 02601. DC� l�ncL -200(o .sps EXISTI G • BEDR00 1 ExisTiNG LivilNG / / VERIFY WALL ROY z—— —�,I SNSIONS ONCE — — m�1CTURE IS I � EXPOSED, WALLS TO BE � I III REMOVED ----I I COf+IjRACTOR TO ll"44UATE AND BUILT IN SHELVES I - VEIlIFY EXISTING (DESIGN BY OWNER) I STROCTURE IN FIR MIRROR WALL CLOSET o - EXISTIN CLOSETG II o IN a L `', OCKET DO NE E DOOR �I PLUMBING WALL c` NEW BEDR 0 2 11'-3" X 1 No f irs FL _ — �� Li EXISTING FAMILY WINDOW SEAT ROOM NEV( ANDERSON DOUBLE HUNG WINDOWS ALIGN (CENTERED) WITH INDOWS ABOVE FRONT DOOR PART PLAN CONDO. UNIT 2 SCALE 1/4' = 1 -0" ACQUIRED 'NEW SPACE PROPOSED LAYOUT DATE: DRAWN BY: EN�INEEAINo u.09/7/0fi SJF BIELING SUMMER RESIDENCEIfl-priEOWR SKI ,-"NEW DR IF TWAY•SURE101 30G Long Beach Road #2 +SUITUATE.MASSACN US ETTS 02066 VV 1� ' MA Q��u��]/ -TEL:Q81)5<5-2848 /� PROJECT.NO.: Centefyille, vn¢v4oee vFAX:U81)544-7729 H .06-129 Ak _ l Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 FAX: 508-790-6304 Wayne Miller,M.D. Sumner Kaufman,MSPH Paul Canniff,D.M.D. Mr. Arne Ojala March 20, 2006 Downcape Engineering, Inc. 939 Main Street Route 6A Yarmouthport, MA 02675 �. I%AuSystem a3l6LorrBeach RodCente`%uu�jle� s� : q x1 g'5 0`24 Dear Ms. Ojala, You are granted variances, on behalf of your client, Portledge By the Sea to Condominium Association, to construct a replacement onsite sewage disposal system with innovative/alternative nitrogen reduction technology at 306 Long Beach Road, Centerville, Massachusetts. The following variances are granted: 1310 CMR 15.211. The soil absorption system will be located four (4) feet away from the property line, in lieu of the minimum ten (10) feet separation distance required. V110 CMR 16.211: The septic tank will be located four (4) feet away from the property line, in lieu of the minimum ten (10) feet separation distance required. .A10 CMR 15.211. The soil absorption system will be located four (4) feet away from the foundation wall (crawl space) in lieu of the minimum twenty (20) feet separation distance required. °v/310 CMR 15.405: To soil absorption system will be located three (3) feet above the maximum groundwater elevation, in lieu of the required five feet minimum separation distance required. OjalaPorlledge2006 i -, ;'310 CMR 15.211: The water line will be sleeved and re-routed to be located within ten feet of the septic components. ::,_Section 360-1 The soil absorption system will be located 69 feet away from a coastal bank in lieu of the minimum 100 feet separation distance required. ,'Section 360-1 The septic tank will be located 82 feet away from a coastal bank in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: ✓0) No more than seven (7) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction the owner of the roe , signed b property, y p p y, at the Barnstable County Registry of Deeds restricting the property to seven (7) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health obtaining Agent fining a disposal works construction permit. g nt prior to q3) The engineering plan shall be revised requiring two years of uarterl testing of the I/A system (Note #13 shall be revised). q y ie(4) The system shall be installed in strict accordance with the revised engineered plans. ' ) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. The wastewater effluent shall be tested quarterly for the first two years of operation. v+7) The influent and effluent shall be tested for the following parameters: BOD, TSS, TKN, Nitrates, and Nitrites. pH° (8) After two years of operation (sometime in 2008) the applicant shall appear before the Board of Health during a public meeting*to present the results of the influent and effluent testing. �) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the property OjalaPordedge2006 owner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. These variances are granted because the proposed plan appears to the maximum feasible compliance standards contained w thin the meet State Environmental Code, Title 5. Sinc ely yo , ay Miller, M.D. '- Chair an OjalaPortledge2006 Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. October 4, 2006 Jeffrey and. Lisa. Beiling. 1 25. Pope's. Lane Hingham, MA 026043 I%A st m a-+T-=!ng Be ChM °a �Ger Dear Mr..and. Mrs.. Beiling:. On. March 14, 2006 the. Board. of Health. granted variances to the Portledge By the. Sea Condominium Association to construct a replacement onsite sewage disposal. system. with innovative/alternative nitrogen. reduction. technology at 30.6 Long. Beach Road, Centerville,. Massachusetts. However, .the septic system. has not been replaced. as of this date.. Please provide an;update to.the. Board. of. Health in writing.to.this. regard. We will. provide the. Board will this. information at the December 5,.2006 meeting.. Since ly yours, Wa ne. filler,. M.D. Chairm n OjalaPortledge2006 r _ �_ �` � �+� J � � � �� �� - -_ , - - \ -� �...., ` ,., ` _ � . , ��-�.�__ �� � . �„ r. �.' � � �V ' •�� I � � 1 i ■ IDATEJ/24 TIME FIR 150 ■ � � � Lr -' � - vim' i / A v � ' +� .t', t �.! fox , -.•....�. .�O ` I ,T To: Health Cc: lisabielingdesigns@yahoo.com; rnrcapecod@comcast.net; portledge@comcast.net Subject: Letter to Mr. Tom McKean, Health Director, Town of Barnstable May 16, 2006 Dear Mr. McKean, The owners of 306 Long Beach Road, Lisa and Jeffrey Bieling, Aaron Green, Richard Rougeau, and myself, Peter Ruddick, respectfully request a hearing related to the septic proposals put forward by Bortolotti Construction earlier this year. The concern is that the proposal that was approved involves a very complex state-of-the-art system, the all- in cost of which is in the $75, 000 to $100,000 range (plus annual operating expense) , i.e. ,two to three times the cost of the original proposal for a more traditional system. As complex systems are known to be problematic, and as this system presents a severe financial burden for the owners of this property, we would like to discuss this matter further. May we please: 1) Be included on the next Board Meeting agenda June 13 (we were unable to be included in today's meeting agenda) .2) Meet with you prior to the Board Meeting if you feel that is advisable and you can accommodate that. Thank you for your assistance in this matter which is of momentous concern to us. Sincerely, Peter RuddickOwner/Resident 306 Long Beach Road Unit#1Check out AOL.com today. Breaking news, video search, pictures, email and IM. All on demand. Always Free. 1� dt IV IV- a r" TO _id101 OF BAR, BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND ENVIRONMENT Phone(508)375-6613 v BARNSTABLE SUPERIOR COURT HOUSE FAX(508)326-2603 3195 MAIN STREET P.O. BOX 427 TDD(508)362-5885 s�9CHUs BARNSTABLE, MASSACHUSETTS 02630 FAX TRANSMITTAL DATE: June 5th, 2006 Barnstable Board of Health FAX#: 508-790-6304 p : Chris Burt FAX#' 508-375-6880 —........... . --- _....... -- .. PAGES: 1 _ _ (including this cover sheet) MESSAGE SUBJECT: -306 Long Beach Road, Centerville BODY: Good Afternoon, I'm sending this fax to request information about the innovative/alternative septic system(s) installed at this address. We received a New I/A System Permit Summary Sheet in March for this property and I wanted to clarify some of the information present. - Does this property indeed have two FAST systems installed? - 7 " D - What approval level is this system permitted under? — I - Has this system been installed since 3/23/06? 0 Thank you for your time. Regards, -Chris r Z0ii0'd 0889SZ280Si Hi-lb3H AiNnoo SNHU9 bi:VT 900Z-SO-Nnf SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature Item 4 if Restricted Delivery is desired. Agent ■ Print your name and address on the reverse X� ❑Addressee so that we can return the card to you. B. Received by(Printed-Name) C.Date of Delivery ■ Attach this card to the back of the mailpiece, i or on the front if space permits. 1. Article Addressed to: D. Is.d6live dress different from item 1? ❑Yes If � � add 1. ❑No B I 3: Se Type rQ,AA k4V4--- Express Mail ❑Return Receipt for Merchandise .., , ❑Insured M&O ❑C.O.D. L�. ❑Yes 12, A,E97� ►� �` "r pp 404�5872_1588,-- ,, '`� I (1 ns et' servl t PS Form 3 ;Febfl�iary 2004 .+domestic Return Receipt p t��2 it,�.` 1025s5 02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • ®own Cape Engineering, Inca 939 Main St. — Suite Yarmouth Port, MA2675 i i i i fll,��s► ,lll ,l���1.1�1,�111l1,till�„III��i��l;�_�1�4:��:IEII I� 9 V' -� 133 P88764150 7003 2260 0004 5872 1571V, to I g o $ 04 .640 FEB 03 06 -� ` --- - 5 8 6 8 YARmouTH PORT.MA 02675 4.1 4� H o, '•��, o W�EL�VE '-ceotes Q RE Oro s OASA90 z � �E v MO�AB�E`MO`" pNOU, DRESSED pBOBLEt0f0RWARD pN0f0R RECEPTACLE XC10SED ro ` '� WARDINGONF/LE LO a m O Y L N .F m COMPLETE •N COMPLETE THIS SECTIONDELIVERY ■ Complete items 1,2,and 3.Also complete A. Signatur. I item 4 if Restricted Delivery is desired. ❑Agent I ■ Print your name and address on the reverse X ❑Addressee i so that we can return the card to you. B. Re ved by(P" ted�N e) C. D e of livery j ■ Attach this card to the back of the mailpiece, ( . � 1 or on the front if space permits. v D. Is delivery address dipereloom item 1 ❑ es 1. Article Addressed to:. // If YES,enter.delivery address below: ❑No 3. ce Type ` rcertified Mail ❑Ex Tess Mail p � ❑Registered ❑Return Receipt for Merchandise I O �d ❑Insured Mail ❑C.O.D. 4: Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number _ ?_003 2262 2004 5872 1571 102595-02-M-1540 PS Form 3811,.February=4 Domestic Return Receipt ' let.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineerinf. civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. Timothy H.Covell, P.L.S. land court surveys January 31, 2006 Bortolotti Construction site planning P.O. BOX 704 Marstons Mills, MA 02648 sewage system designs Dear Bob- -- --- A public hearing-has been scheduled for the Barnstable Board of Health to-take action inspections on a request for variances from Title 5 Regulations under CMR 15.000 and Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic permits system at 306 Long Beach Road, Centerville. The variances requested are as follows: The following variances are requested under Title 5, 15.405 (Maximum Feasible Compliance): la: reduction in setback, sas to lot line(10' to 4'); septic tank to lot line(10' to 4') lb: reduction in setback, sas to foundation (20' to 4') li: reduction in groundwater separation, 5' to 4' 1 h: reduction in separation to waterline An additional variance is requested under 15.255(5) reduction in removal of unsuitable soil, 5' to 2'. Under Barnstable Board of Health Regulations: Article 1, 360-1: sas to be less than 100' to coastal bank (31' variance) and mean high water(I V variance); septic tank to coastal bank(18' variance). Said hearing will be.held-in the Hearing Room, South Street. Hyannis- February 28, 2006, at 3:00 pm. Please check with the Health Department to confirm date and time. Sincerely, arah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh Tv J f��� ., ■ r. �Y Fa -7 1`�, fy -. ,;• ) '. y'� � r� III ,�� .,�- TM Y.• �� ��i"' ...III `� eel- Y! a t.r', .'r •' yP+ '•'- y:�� A .•• � �,� r • ',�t1 , ,. �,#���• l �� Wi4 ej .'�." ,'•��' ! r�' � �.�err e — rz� Ct- .S RRR (U � y ' @ / r \ • c M r � •��• ♦� �fk �A. f�i.I -ri .tom l � - •- -_ - '��. 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AI loft 4 tll 1' i'-� l"sue" ` i`���_ 7 .� , 5 i♦ f';; '}+ IT �. Ir )! '' 4 '►� ��rt +�:.�/�!� �i �rZlf- •� �;a's f r�C �,�+ fIt `.i�\ �•, /l�r" /'� �� • -'{'i'= I - FAD � � . 4 i: �; ��► � ��//ice// .I� � � /. - � =��� i► /� __ �"jai , ►�� �i+�iw� 6 !f.�rA�. ,i s {� New I/A System Permit Summary Sheet oFB � Site Information �SgCHO Town: Town Permit# Assessor Map/Parcel: IBE;-®2y Unique Town ID # Site Address: 30(0 1.0ng ►' g�L-cf, Qaa- Ccn svi lC� Owner Name: PerAl.cbe Ru -[Ae Sca ��^d'on►,�un� V�s�oc�a�;o� Alternate Name: C'.onA_,c+ 'P&y, t^e_ ©'gala o!" 6or-Ao Lo Home Phone: Mailing Address: Work Phone: �0� 362-j1541 aJ' �`7 1.9:359 ��..\c4rye for►otonfi Title 5 Information Building Type/Use: �u��- ry„'IH t/ G^�� Coe► v,;�t�� Design Flow: '7 (gpd) Seasonal Use? Yes ❑ No ❑ Unknown ❑ Bedrooms: 7 Title V N.S.A.? Yes ❑ No ❑ Unknown ❑ Lot Size: 5C7a Non-standard components: Please list all components e.g. 1/A treatment unit,pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. �,esSUre dos�c� lRack �Qe lct op 2 sC�- 'to I•S•60 !34k n �'o IV1'�cry s� 1 l7 oinrQ I-h�>^S ,,f1, ►�I;�- r t) l500 a61 Ply- Hza I/A Treatment Unit Make and Model# (rIi C f_1;S)F f 0 hS4�01 _.Rs4- 110EP Permit Type: ❑ General Board Approval Date: 311 y tin COC Date: ❑ Provisional O & M Contract Entity: M4-- t�R S:6m,[U r 1Z oa PLC ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Unit Installation Date:40-, UA Unit Startup Date: DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH []� BOD5 [!� CBOD ❑ TSS TN Nitrate Nitrite Organic N ❑ Ammonia ❑ TKN R' — Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity, Water Usage Temp. ❑ CFN Monitoring Schedule: ty" "2 C"5 Other Applicable Limits: Influent pH ©� - BODS CBOD ❑ TSS 8-� TN [�}------ Nitrate 0� Nitrite " Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage © Temp. ❑ Monitoring Schedule: is 1 J Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com a FROM :'down ran,- --- FAX NO. :15083629880 Feb. 17 2006 02:26PM P2 i ""7DATE" FEE: �0 �L5 REC. BY (.cJ Town of BarnstablqcHED. DATEa7� 0,6 Board of Health 200 Main Street,Hyarmis MA 02601 r � n 0 1 A Q�S Susan 0.Rash R.S. Sumner Kalman,M.S.P.H. Q, 1 Wayne n Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: Assessor's Map and Parcel Number: _ U5 I2� Size of Lot: ►�. 5bo 4/— g*- Wetlands Within 300 Ft. Yes _ c C Name: �Poa;64-DeM 6 -tM* '---eA, No--� S division Name: APPLICANT'S NAME_ ��►-d'f`[t ef, -I` Phone Did the owner of the property authorize you to represent him or her? Yes X' No PROPERTY 2MR'S xAM CONTACT PERSON Name. sea Name: Address: Address: &1 Phone: Phone: 39-1 VARIANCE FROM GULATION(Lit Reg.) REASON FOR VARIANCE �(May attach if more spare needed) Sri NATURE OF WORK: House Addition ❑❑ 110 House Renovation 0 Repair of Failed Septic System C eckl�r(to be completed by gQ?ce.rtaffperson receiving variance request application) Four(4)copies of the completed variance miucst form Four(4)copies of engineered plan subud d(e.g.septic syswm plans) Four(4)copies of labeled dimensional door plans submitted(e,g.house plans or restaurant Idwhat plans) Signed letter stating that the property owner authorized you to represent himilhcr for this request Applicant understands that the abutters muex be notified by certified mail at least tcn days prior to meeting date at applicants axponse (for T'itic V and/or local scwego regulation variances only) pull menu submitted(for greare trap variance requests only) Variance request application fix collected (no fee for lifeguard modification renewals, gtcasa trap variance renewals (same owner/leasee only],outside dining variance mnewais(same ownedlcasce only].and variances to repair Failed sewage disposal systems (only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VAWANCE APPROVED Susan a.Rash.R.S..Chairmen NOT APPROVED Sumner Kaufman•M.S.P-K REASON FOR DISAPPROVAL Wayne A Miller.M.D. C:\Documents and Settings\Owner\Local Settings\Temporary_..__..._ tnt z� Files\Content.IE5\2L7QK3KS\V"UREQ.DOC i past ° �� FROM —down cape engineering inc FAX NO. :15093629980 Feb. 17 2006 02:26PM P2 tom_ DATE: pZ d CO 039. "EC. By Town of Barnstahles CHED. DA'Y'E:C����"7 Board of Health 10 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan 0.Rask,R.S. FAX: 508-790.6304 Sumner Kaufman,M.S.P.H. (L�VI Wayne n Miller,M.A. VARIANCE REQUEST FORM LOCATION Property Address: 3 0 (, l.e N 4 (3-WA.AA 2m,, k tr�►.a �J ASsessor's Map and Parcel Number: Size of Lot: 11. 5eD 4/— !91f �oN✓>C7 � ' Wetlands Within 300 Ft. Yes _ Name: fro aT .D4"se No S division Name: B._ �>�6�- - APPLICANT'S NAME: &�►-d-t"[1 ��r-�T(2�-14T��•� Phone -1-11 - °1?f ' Did the owner of the property authorize you to represent him or her? Yes X' No PROPERTY OWNER'S MM CONTACT PERSON � apt Name. g2rc Name: ►.d1�cx.� Address: Address: &rc -1°4 Phone: Phone: -1—k VARIANCE FROM REGULATION(List Rea.) REASQN FOR VARIANCE(May attach if more space needed) S� NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation C7 Repair of Failed Septic System Checklist(to be eonrp(eted by office naffperson receiving variance request application) Four(4)copies of the complamd variance request form ' Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(c,g,house plans or restaurant kitchen plans) _ Signed leticr stating that the p apaty owner authori2M you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals(same owner/Icanee only],and variances to repair failed sewage disposal systetm [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask.R.S..Chairman NOT APPROVED Sumner Kaufman.M.S.P.H. REASON FOR DISAPPROVAL Wayne A Millar,M.D. C:\Documents and Settings\0wnex\Local Sar-tinge\Temporary Internet Filo*\Contont,IES\2L7QK3KS\vPIUREQ.DOC i FROM :down cape engineering inc FAX NO. :15083629880 Feb. 17 2006 02:26PM P3 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope e11.0itieeiiOg civil engineers& land surveyors tlrUCtural design Arne H.Ocala P.E., P.L.S, Oanlel A.Ciala,P.L.S. land court February 17, 2006 Timothy H.Covell,P.L.S. survevs Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 sewage system Re: 306 Long Beach Road, Centerville 'Tortledge by the Sea" designs Dear Board Members: inspections The enclosed represents a.revised.variance.filing for the above-referenced site. permits 'The following variances are requested under Title 5, 15.405 (Maximum Feasible Compliance): 1a: reduction in setback, sas to lot line(10' to 4'); septic tank.to.lot line(107 to 4') I b: reduction in setback, sas to foundation(20' to 4') t 1 is reduction iii groundwater separation, 5' to 4' lh: reduction in separation to waterline An additional variance is requested under 15.255(5)reduction in removal of unsuitable soil, 5' to 2'; 1.5.102(2) and(3): second test.hole not performed (waived by.Health Agent) and '10' not attained. Linder Barnstable Board of Health Regulations: Article 1, 3604: sas to be less than 100' to coastal bank(31' variance) and mean high water(11' variance); septic tank to coastal bank (1 A' variance). Variances are necessary for this system due to extreme site constrictions, both vertically and horizontally. This is an existing 4 unit, 7 bedroom,condominium complex. This system will replace a substandard older. Title 5 system. The base of the leaching facility will be 4' above a tidally.influenced groundwater elevation, as determined via a nionito.ri.ng well set by us for another septic system, approximately _50' from.this property, at 4309 Long Beach Road. The reduction in removal of unsuitable soil (w.hich is an'A and B layer of loamy sand) will not. affect the system, as only bottom.area is being utilized in the calculations. We have proposed a 40 mil Iiner around the perimeter of the.teaching facility as mitigation against any chance of breakout_ There is no increase in the number of bedrooms over what exists, The waterline.is proposed to be re-routed and sleeved FROMr.:down cape engineering inc FAX NO. :15oe3629880 Feb. 17 2006 02:26PM P4 J where within 10' of any septic system component. We feel that'by granting these variances, the same degree of environmental protection can he attained without the need for stria: adherence to the Title 5 Regulations and the:Barnstable Board of H'ea.lth Regulations. Think you for your consideration. Very truly yours, Arne H. 0jala, PE, PL5 Down Cape Engineering, ,Inc. cc: Bortolott.i Construction t f j �e ��.��f�� �� �•�1� �Q� y �� ,��o�,�� �, i ------------------ IKE P•°�� 'Oj° Town of Barnstable ,Cj✓ 1 n , r.__._.. �—_.� _ Public Health Division �ay enw+sets� ''J iJl 200 Main Street Hyannis MA 02601 114A 1' •?:� � -'`' �' r 7003 1680 0004 5458 2148 1 na e/qar � S 4 / �" -' G 1'1�yad w' l f VvU1 O' °ja�/q o'k'ar qaa JJ / O Uryl' �� 3�) O Nor/e p� a q o Sv ,/V, %S w �.Asti, °sea N racie 19d p _" 1 i i r I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent X ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery i ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes lI 1. Article Addressed to: If YES,enter delivery address below: ❑No I La0 r/ I I 3. ,Service Type i Certified Mail ❑ Express Mail "' Ce.��Q<1✓I l�er A41 0;43;� ❑ Registered Return Receipt for Merchandise i ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) 7003 1680 0004 5458 2148 t PS Form 3811,August 2001 Domestic Return Receipt 102595.02-M-15401 � I I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Public Health Division Town of Barnstable 200 Main St. Hyannis, Massaft$ tts 0X01 CER TIRED MA X. Town of Barnstable , Public Health Division 200 Main Street 3A �e0 4.-Y.-.4__ q Hyannis, MA 02601 Y23'05 -7003 1680 0004 5458 2179 -�- f+ s��� y LOVJ6" R� l i 'n # k PLA�E STICKER AT •.OF ENVELOPE I 4 Certified mail: 7003 1680 0004 5458 2148 Town of Barnstable Regulatory Services Moll Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 12, 2005 Richard Rougeau 42 Stanley Way Centerville, MA 02632 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE & 353-9-DISCHARGE ONTO GROUND PROHIBITED. On,May 11,,2005,. Health Inspector David.W Stanton;R S. investigated a'complaint and observed raw sewage overflowing onto the ground from the's'ep'tic systern owned by you .Long.,, Beach-,+ F [ ,o � _.. ::he following violations of 310 CMR located. at 306 R, ad Centerville T 15 06,;,the State Environmental Code, M* * - ' n Requirements for the Subsurface Disposal3of Sanitary Sewage and Town'of Barnstable'Code`were observed 310 CMR 15.303(1j'(a):`Septic system'is in hydraulic-failure: Town of Barnstable Code & 353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if needed)to keep it from overflowing onto the ground. (2) You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and:variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3) The septic-system shall be installed in strict accordance with the approved engineered plans within sikty(60y,days of yo`u"r`receipt of this letter. '� �.� _E .S ^ it You may request a hearing before the_Boardfof Health if"wntten petition requesting same .'is.reeeived within'ten(1;0.)days;dherthe date the order-is`served' [ -.• °`5 ;.iY Z....41$�: t /" itj��11� 4,_ ° ti..(�+;.: �! t,. ~ 7p72- , ft ' Cl i'. 13 r Non-compliance.-will result,iri,,the issuance of a non cnmindl ticket citation of $100. Each day's failure to'comply with an order shall'constitute'a separate`violation. Q:\Order letters\septic\306 Long Beach-rougeau.doc PER ORDER OF THE BOARD OF HEALTH f?0mas A. McKean Director of Public Health QAOrder letters\Septic\306 Long Beach-rougeau.doc i I COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No i I �(i��lf(� o� 2ol✓<s"" I n G� 3. Service Type dt (oabq ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number I - 0004 5458 2179 t 102595-02-M-1540I I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Public HeaM DivIsM Town of Bamsteble . 200 Main St. Hyannis,Massachusetts 02601 .o (DomesticDCERTIFIED MAIL. RECEIPT - iv 1 For delivery information visit our website at www.uspsxorno €� tri HSv� .Sld� F 1' C, 1 A t3�dKd S E ul Postage $ Certified Fee a 3(7 Ny p ;Postm ReturnReciept Fee r3 (Endorsement Required) [, ?S Here N C3 Restricted Delivery Fee f/! co (Endorsement Required) N `DSO ''-1 Total Postage&Fees i ti 0 Sent - Iti Street,Apt.No.; ..........7-,-r�-------- or PO Box No. L o .` City,State,ZIP+4 a -ee A 14 0a6V9 PS Form :rr June 2002 Certified Mail Provides:■ A mailing receipt (esianaa)Zooaeunp'oosew,udsd ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ■ Certified Mail Is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Forni 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate retuni receipt,a USPS®postmark on your Certified Mail receipt is required. P� )1 ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted-Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. Postal (DomesticOnly; Provided) fU I ,n 0 yF I �� Ln Postage $ 3 Certified Fee 3 p p Postmark Return t ciept Fee �7 t3 (Endorsement Required) 1. /) Here p Restricted Delivery Fee �p (Endorsement Required) z Total Postage&Fees $ �, y C3 Sent To i ^^// M1 G S`treet.apt.No.: � -•-•---------------------------- or PO Box No. 022-i-�-2------------------------- 2 Cfly State,Z%P+4 B PS Form :00 June 2002 Certified Mail Provides: esianey)yppzaunr'ooae�o�sd ■ A mailing receipt o A unique identifier for your mail piece ■ A record of delivery kept by the Postal Service for two years` Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail a. ■ Certified Mail is not available for any class of International mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery': ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. q r Certified mail: 7003 1680 0004 5458 2148 Ume Town of Barnstable ' Regulatory Services Thomas F. Geiler,Director %639. A,e Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 12, 2005 Richard Rougeau 42 Stanley Way Centerville, MA 02632 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE 4 353-9-DISCHARGE ONTO GROUND PROHIBITED. On May 11, 2005, Health Inspector David W. Stanton, R.S. investigated a complaint and observed raw sewage overflowing onto the ground from the septic.system owned by you located at 306 Long Beach Road, Centerville. The following violations of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and Town of Barnstable Code were observed: 310 CMR 15.303(1) (a): Septic system is in hydraulic failure. Town of Barnstable Code 4 353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if needed)to keep it from overflowing onto the ground. (2) You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3) The septic system shall be installed in strict accordance with the approved engineered plans within sixty (60) days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a separate violation. QAOrder letters\Septic\306 Long Beach-rougeau.doc S ,..,..11 51 _•xre. T. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health �I Q:\Order letters\Septic\306 Long Beach-rougeau.doc a - — - d? ' t Home: Departments:Assessors Division: Property Assessment Search Results 42 STANLEY WAY Owner: ROUGEAU, RICHARD N Property Sketch Legend Map/Parcel/Parcel Extension 228 /156/ Mailing Address , ROUGEAU, RICHARD N fi 3 3� & 174 LOWELL RD-UNIT 108 P, MASHPEE, MA. 02649 333 2005 Assessed Values: j3 Appraised Value Assessed Value Building Value: $248,900 $248,900 Extra Features: $7,200 $7,200 Outbuildings: $0 $0 Land Value: $ 156,800 $ 156,800 Interactive Property Map: ap requires Plug in: Jr+" Totals:$412,900 $412,900 1 have visited the maps before � First time users Show Me The Mau ;�� � '`- Click Here , April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: ROUGEAU, RICHARD N 5/21/2001 13852/001 $0 ROUGEAU, RICHARD N&SHARON 6/4/1974 2060/018 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1;000 of valuation) Land Bank Tax $74.94 Town Fire District Rates Other Rates $6.05 Barnstable-Residential $2.12 Land Bank 3%of Town Barnstable-Commercial $2.80 C.O.M.M. FD Tax(Residential) $417.03 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $2,498.05 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $2,990.02 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.36 Year Built 1967 Appr��ised Value $ 156,800 Living Area 2828 A%� sseshed Value $ 156,800 Replacement Cost$299,862 Depreciation 17 Building Value 248,900 Construction Details Style Colonial Interior Floors Typical Model Residential Interior Walls Typical Grade Average Plus Heat Fuel Oil Stories 2 Sty w/UAT Heat Type Typical Exterior Walls Wood Shingle AC Type Central Roof Structure Gable/Hip Bedrooms 5 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 2 1/2 Bathrms Total Rooms 9 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value BRR Bsmt Rec Room 960 $4,000 $4,000 FPL2 Fireplace 1 $2,500 $2,500 FPO Ext FP Opening 1 $700 $700 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) d 1 ec . Postal Maii'Only, No Insurance Coverage Provided) For delivery information visit our website fU CO �yy <. i' L-n r Wad I a xm �-430 E Ln Postage $ 0 7 = Certified Fee O 230 0 Return Reciept Fee / `� Postmark E3 (Endorsement Required) (,'J✓ Here O Restricted Delivery Fee cE] (Endorsement Required) '-3 Total Postage&Fees $ /• �� mO Sent To \TQ IL $beet,Apt.No.; ���fff -------•--•---•------•-----••--•------------ orPO Box No. �pQ�� ( � I -'-'•••-••--.-••••-----••-•-----------:•••-`- City State,ZIP+4 h�, � P o y3 PS Form :00 June 2002See Reverse for Instructions Certified mailing ip• MaeProvides: (asi-qV)zooz eunr loose-od Sd ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mails or Priority Mails. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. !i ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt seance,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a LISPS®postmark on your Certified Mail receipt is reqir■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signa re item 4 if Restricted Delivery is desired. gent ■ P'rint your name and address on the reverse X f::SJ�0 Addressee so that we can return the card to you. g. Received by LPrinted Name) YCOZa of Delivery ■ Attach this card to the back of the mailpiece, or on the^front if space permits. 1. Article Addressed to: [?..-Is delivery address different froln item 1? ❑Yes If YES,enter delivery add&below: ❑ No Zo. %f Ltl 4'01vi M40;)-UL13 3. Service Type ®Certified Mail ❑ Express Mail I ❑ Registered U Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7003 1680 0004 5458 2162 `` (transfer from service label) I f PS Form 3811,August 2001 '1 'Domestic Return Receipt 102e9e-02-M-1540 UNITED STATES POSTAL SERVIC First-Class Mail " rE N a Fees-P4d � 2� • Sender: Please pr t M"ur ha add ressremd-Z4Rt4jaAWe-be* Public Health OWWW Town of BwnsWft . 200 Main St M Hyannis,Massachusetts 02601 I I Certified mail: 7003 1680 0004 5458 2162 Town of Barnstable Regulatory Services Thomas F. Geiler,Director 1619.e0 Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 12, 2005 Jeffrey Beiling 25 Pope's Lane Hingham, MA 02043 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE 353-9-DISCHARGE ONTO GROUND PROHIBITED. On May 11, 2005, Health Inspector David W. Stanton, R.S. investigated a complaint and observed raw sewage overflowing onto the ground from the septic system owned by you located at 306 Long Beach Road, Centerville. The following violations of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and Town of Barnstable Code were observed: 310 CMR 15.303(1) (a): Septic system is in hydraulic failure. Town of Barnstable Code 4 353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if needed)to keep it from overflowing onto the ground. (2) You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3) The septic system shall be installed in strict accordance with the approved engineered plans within sixty(60) days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a.separate violation. QAOrder Ietters\Septic\306 Long Beach-beiling.doc I L & { PER ORDER OF THE BOARD OF HEALTH { Thomas A. McKean Director of Public Health n t m Q:\Order letters\Septic\306 Long Beach-beiling.doc Postal ' q CERTIFIED MA, ILT. RECEIPT (Domesticonly; ru For delivery..information visit our website at www.usps.come cc M1, Lr) ; `,� ;emu t.17 Postage $ g , 3 � Certified Fee o �. 3u He C3 Return Reciept Fee '7 Postmaric re (Endorsement Required) I. O Restricted Delivery Fee cO (Endorsement Required) —0 L/ r=1 Total Postage&Fees m a Sent To 1�tCtt�� .........fy. Sw----------------Iti b`treet,Apt No.; nn I,, �/ /)— orPOBoxNo. 30� �oy� vdGG� *v V��{ city"&a"re;zip - J :11 11 _ Reverse for Instructions i _ Certified Mail Provides: s�enat/)Zooaaunp'oo6E wjod sd ■ A mailing receipt a ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ' ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a LISPS®postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. SENDER: . .N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig ature item 4 if Restricted Delivery is desired. C ❑Agent ■ Print your naMe and address on the reverse X Addressee so that we can return the card to you. B.-Received by(Printed Name) C.Date�jelivery ■ Attach this card to the back of the mailpiece, ►f1 r or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: `.�,.:�•• If YES,enter delivery address below: ❑ No k['N✓1�� Srivtnl0� 3 0 6 1-o4 Se" � /'� 3. Service Type M4 (?,2 632 P Certified Mail ❑ Express Mail ❑ Registered VReturn Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (transfer from service label) _ _; 7 0 0 3 z-,6 8 0: 0:0 p 4 : 5 4,5 8:,213,1 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540I UNITED STATES POSTAL SERVIC 4., .,.�=^ First-Class Mail �• _ LISPS e&Fees Paid a. P 1 Permit No.G-10 G - I • Sender: Please print,ppri 9@rRe,address, and ZI.P+4jn,this box •. I Public Heap Division Town of Barnstable 200 Main St Hyannis, Massachusetts 02601 t�itt!!t�l�3�t!lilt}111li1llf}iil;,llit,lt}ati�lt,l�It.Tt?i11:, Certified mail: 7003 1680 0004 5458 2131 Town of Barnstable Regulatory Services Thomas F. Geiler,Director UAWWAVRAS& Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 12, 2005 Kenneth Simpson 306 Long Beach Road Unit 1 Centerville, MA 02632 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REOUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE 4 353-9-DISCHARGE ONTO GROUND PROHIBITED. On May 11, 2005, Health Inspector David W. Stanton, R.S. investigated a complaint and observed raw sewage overflowing onto the ground from the septic system owned by you located at 306 Long Beach Road, Centerville. The following violations of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and Town of Barnstable Code were observed: 310 CMR 15.303(1) (a): Septic system is in hydraulic failure. Town of Barnstable Code &353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if needed)to keep it from overflowing onto the ground. (2) You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3) The septic system shall be installed in strict accordance with the approved engineered plans within sixty(60) days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a separate violation. Q:\Order letters\Septic\306 Long Beach-simpson.doc l P PER ORDER OF THE BOARD OF HEALTH 4 t Thomas A. McKean Director of Public Health N Q:\Order letters\Septic\306 Long Beach-simpson.doc l� -- - - s �� N��- �� SENDER: COMPLETE THIS SECT16N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X U"1 ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No u0 6 reey7 7�}� 3. Service Type pal I / rg Certified Mail ❑ Express Mail ❑ Registered Ill Return Receipt for Merchandise ❑ Insured Mail b C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) F 7003 1680 0 0 0 4- 5 4 5 8 215 5 - D, PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-t54o UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name,,address, and ZIP+4 in this box • I Public Health Division Town of Bamstable 200 Main St Hyannis,Massachusetts 02601 I I II if If I!!I!!!fit i!!I!�!!!�i!l1�;1!ii�!ill,t�!€£ ! F 4 ` Certified mail: 7003 1680 0004 5458 2155 ` ofrt Town of Barnstable Regulatory Services n�+�uvsrnas�, MASS ,� Thomas F. Geiler,Director Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 r May 12, 2005 Aaron Green One Avery St. Boston, MA 02111 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REOUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND TOWN OF BARNSTABLE CODE &353-9-DISCHARGE ONTO GROUND PROHIBITED. On May 11, 2005, Health Inspector David W. Stanton, R.S. investigated a complaint and observed raw sewage overflowing onto the ground from the septic system owned by you located at 306 Long Beach Road, Centerville. The following violations of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and Town of Barnstable Code were observed: 310 CMR 15.303(1) (a): Septic system is in hydraulic failure. Town of Barnstable Code �353-9: Discharge of sewage onto the ground. (1) You are directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if needed)to keep it from overflowing onto the ground. (2) You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3) The septic system shall be installed in strict accordance with the approved engineered plans within sixty (60) days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance will result in the issuance of a non-criminal ticket citation of $100. Each day's failure to comply with an order shall constitute a separate violation. QAOrder letters\Septic\306 Long Beach-green.doc f¢, S t PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health Q:\Order letters\Septic\306 Long Beach-green.doe J Health Complaints 12-May-05 Time: 1:10:00 PM Date: 5/11/2005 Complaint Number: 18094 Referred To: DAVID STANTON Taken By: DAVID STANTON Complaint Type: TITLE V SEWAGE Article X Detail: Business Name: Number: 306 Street: Long Beach Village: CENTERVILLE Assessors Map_Parcel: 185-024-00a-c Complainant's Name: Address: Telephone Number: Complaint Description: Over Flowing Septic Actions Taken/Results: DS WENT TO SAID LOCATION, OWNER VERY UPSET, WANTING TO KNOW WHO COMPLAINED, SAID EVERYONE IN TOWN KNOWS ABOUT IT, I TOLD HIM I WAS UNAWARE. HE SAID IT WAS PUMPED THREE TIMES THIS YEAR, BUT THE TREATMENT PLANT DATABASE SAYS THE LAST TIME WAS IN 04. BREAKOUT OBSERVED AT STONE WALL, WITH SEWAGE ODORS, AND GREYWATER- PHOTOS ON FILE. THEY HAVE SWITCHED ENGINEERS ON THE PROJECT SEVERAL TIMES, AS IT IS A UNIQUE PROPERTY. MR. BLAZIS OF CONSERVATION IS AWARE OF THIS PROBLEM. WANTS ORDER SENT TO CONDO TRUST. MA PLATES 3247 ZC, BLACK BMW. VERY UPSET WITH NEIGHBOR, DS SAID ANONYMOUS, AND HE SAID HE DIDN'T KNOW PEOPLE COULD MAKE ANONYMOUS COMPLAINTS, SO NOW HE WILL USE THAT IN THE FUTURE. Investigation Date: 5/11/2005 Investigation Time: 1:50:00 PM 1 5 i � Home: Departments:Assessors Division: Property Assessment Search Results 306 LONG BEACH ROAD Owner: SIMPSON, KENNETH LEO TR Property Sketch Legend - Map/Parcel/Parcel Extension 185 /024/OOA Mailing Address SIMPSON, KENNETH LEO TR 306 LONG BEACH RD UNIT 1 CENTERVILLE, MA.02632 2005 Assessed Values: Appraised Value Assessed Value Building Value: $382,100 $382,100 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $0 $0 Interactive Property Map: ap requires Plug irt: w� Totals:$382,100 $382,100 1 have visited the maps before ,. First time users Show Me The Map Click Here April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: SIMPSON, KENNETH LEO TR 12/15/1995 9988/109 $135,000 WILLIAMSON, EARLE W& 12/15/1986 5476/077 $ 195,000 LAWRY, GORDON B&SHIRLEY B 2944/157 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $69.35 Town Fire District Rates Other Rates $6.05 Barnstable-Residential $2.12 Land Bank 3%of Town' Barnstable-Commercial $2.80 C.O.M.M. FD Tax(Residential) $385.92 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $2,311.71 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $2,766.98 Due to rounding differences these values may vary Land and Building Information Land Building Home: Departments:Assessors Division: Property Assessment Search Results 306 LONG BEACH ROAD Owner: BIELING, LISA A&JEFFREY D Property Sketch Legend Map/Parcel/Parcel Extension 185 /024/OOB Mailing Address BIELING, LISA A&JEFFREY D 25 POPE'S LA HINGHAM, MA.02043 2006 Assessed Values: Appraised Value Assessed Value Building Value: $383,400 $383,400 Extra Features: $0 $0 Outbuildings: $0 $0. Land Value: $0 $0 Interactive Property Map: ap requires Plug-1n: Totals:$383,400 $383,400 1 have visited the maps before First time users Show Me The Man Click Here April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: BIELING, LISA A&JEFFREY D 8/14/2003 17464/065 $ 100 BASSETT, LISA A 7/15/1990 7225/041 $ 180,000 KIBORT,ANNE& 7/15/1990 7225/034 $ 1 KIBORT,ANNE& 12/15/1985 4793/297 $ 140,000 LAWRY, GORDON B&SHIRLEY B 2944/157 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $69.59 Town Fire District Rates Other Rates $6.05 Barnstable-Residential $2.12 Land Bank 3%of Town' Barnstable-Commercial $2.80 C.O.M.M. FD Tax(Residential) $387.23 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $2,319.57 Hyannis=Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $2,776.39 Due to rounding differences these values may vary Land and Building Information J Home: Departments:Assessors Division: Property Assessment Search Results 306 LONG BEACH ROAD Owner: ROUGEAU, RICHARD N Property Sketch Legend B Map/Parcel/Parcel Extension 185 /024/OOC Mailing Address ROUGEAU, RICHARD N 42 STANLEY WAY CENTERVILLE, MA. 02632 2005 Assessed Values: Appraised.Value Assessed Value Building Value: $305,800 $305,800 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $0 $0 Interactive Property Map: ap requires Plug in: Totals:$305,800 $305,800 1 have visited the maps before First time users Show Me The Map Click Here April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: ROUGEAU, RICHARD N 6/24/2002 15292/125 $260,000 DALESSANDRO,VINCENT A&CAROLE B 12/15/1985 4848/298 $132,500 LAWRY, GORDON B&SHIRLEY B 2944/157 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $55.50 Town Fire District Rates Other Rates $6.05 Barnstable-Residential $2.12 Land Bank 3%of Town Barnstable-Commercial $2.80 C.O.M.M. FD Tax(Residential) $308.86 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $ 1,850.09 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $2,214.45 Due to rounding differences these values may vary s Land and Building Information Land Building 1 � g w 1 Home: Departments.Assessors Division:-Property Assessment Search Results 306 LONG BEACH ROAD Owner: GREEN,AARON Property Sketch Legend "[2 Map/Parcel/Parcel Extension 185 /024/OOD Mailing Address GREEN,AARON ONE AVERY ST BOSTON, MA. 02111 2005 Assessed Values: Appraised Value Assessed Value Building Value: $842,700 $842,700 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $0 $0 Interactive Property Map: ap requires Plug-in: Totals:$842,700 $842,700 1 have visited the maps before . "6 First time users Show Me The Mapw Click Here April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: GREEN,AARON 5/19/2003 16940/213 $825,000 LUKENS, DONALD N&ELIZABETH E 9/12/1997 10948/092 $334,000 LAWRY, GORDON B&SHIRLEY B 2944/157 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $152.95 Town Fire District Rates Other Rates $6.05 Barnstable-Residential $2.12 Land Bank 3%of Town' Barnstable-Commercial $2.80 C.O.M.M. FD Tax(Residential) $851.13 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $5,098.34 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $6,102.42 Due to rounding differences these values may vary Land and Building Information Land Building SENT BY: BORTOLOTTI CONST; DUC4ttSyJ��j — h t6-0 -206 rU 09:06 AM Lau Offices FAR N0, 508778686� Pr 02 SENT BY: go CUTT CON4T; 8:93;� PACE 2/2 I' I 44 Rlebli rd Roptroas I f 730 MIolm ftwt Hye>h,MA 02601 %11-7714230 FAX.- $45-7794g" ! To va do of of Haafth � F ; Z ff�rWt I i IIy fey 02601 • i TOnrlrn It May Coe mut I �lo p t pecmiesm to Uowu Cie Eogneer Inco • ., area r E!'�a � tapreaoat e I�. , �.j.• r met Tenvre'a(B�e�k Bsard o(Ae�me cptie . x a at 3061L,oag Beach Roiid,G aeae ilk,MA. I I ' 1 r " I fukhard � r 'a I I • f I i I I i< rc� i f 5AC.HUSETT5 6 ►c. ter— ;� p�E i J P c ss 1 I ILI 60 s I� ►L 5 P ►Ld O ! i u bt G ,do °' 36 L: ,9 s A "' t6►c. /, N t t f t,• �„ t itt f:, c T .. ✓ ✓ N .7 ,I . I `I i ! REV.C` I! i Abutters List for Map 185 Parcel 24 k Map 185 Parcel 23 Demetrios Et Yeota Haseotes Fairhaven Road Cumberland, R.I. 02864 Map 185 Parcel 25 Michael Ft Laurie Paternoster 48 Chatham Hill South Glastonbury, CT 06073 Map 185 Parcel 35 Demetrios Haseotes Fairhaven Road Cumberland, R.I. 02864 Map 185 Parcel 34 Byron Ft Joyce Haseotes 18 Lovers Lane Southboro, MA 01772 Condo Owners i Map 185 Parcel 24A Kenneth Leo Simpson, TR 306 Long Beach Road Unit 1 Centerville, MA 02632 Map 185 Parcel 24B Lisa Ft Jeffrey Bieling 25 Pope's Lane Hingham, MA 02043 Map 185 Parcel 24C Richard N. Rougeau 306 Long Beach Road Unit 3 Centerville, MA 02632 Map 185 Parcel 24D Aaron Greene One Avery Street Boston, MA 02111 Add i I � t i'NT BY: BOATOLOTTI NOT; 5094299399; FEB-M-00 10:57; PARE Ili Aurun Greene One Avery Street mwton,MA 02111 ' Mao 185 P#rcel 24D own o Barnstable hoard of ilcaN6 On Mil n Street yannl MAC 02601 i n Whi m Ti May Concern! Anroi i Grwnp,grant per bsion to Mown Cape Engineering,l e.to resent me t the wn of Barnstable Board of Health meetings concerning the qej tic"em pgrad apt 306 Tong Beach Road,Centerville,MA. Sincerely, Aaron Greene j i. ' i i t. tI 1 4 I0/I0 'd 99898LL909 'ON XU 103!JJO MP0 wV 90; I1 301 90H-H-03, SENT BY: BORTOLOTTI' CONST; 5084289300; FES-15-06 13:07; PAGE 2/2 1 .rr-NT 9Y: JOATOLe T CONST; 6004280999; F93 4.08 0:40'. ! PAOR 9 I Reanetb Lee Simpson,TR x .306 song death R04 unit 1 j Centerride,MA t1U31 I Map 189 Fared 74A I � I � f To" f Barnstable Board of Health E ZINC Street i Hyal t M 4 02601 j I � To N ovt it May Conftrn: f 'l ¢ T,KI Icth Leo Simpson,TR,Rraet permission to Down Cape n iu r-tv repr B nt me at the Town o($arnstable Boar'd of Health meeth,gs cowerning the septl ystem upirade at30b Long Beach Road,CznterVIIte,ft LI i f W4L Kenneth LwEnq u , � � I I g kkk f� n � I k• � � K i I 1 I Z. y i l Sjx i r I � f { i f 1 1 t 1 ; f I Y � � i �i fi I i N 1 7 i z0 99696L1909 'ON XdJ Wd �6:21 03M 902-51-833 Sarah O'ala From: "Lisa Bieling" <lisabielingdesigns@yahoo.com> To: <sojala@downcape.com> Cc: <jeffreybieling@comcast.net> Sent: Wednesday, February 22, 2006 9:59 AM Town of Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Dear Board Members: I, Lisa Bieling, grant permission to Down Cape Engineeering, Inc. to represent us at the Town of Barnstable Board of Health meeting concerning the septic system upgrade at 306 Long Beach Road. Sincerely, Lisa Bieling Do You Yahoo!? Tired of spam? Yahoo! Mail has the best spam protection around h :Hmail.yahoo.com LAW OFFICES ROUGEAU & LARGAY A PROFESSIONAL ASSOCIATION 407 NORTH STREET HYANNIS, MASSACHUSETTS 02601 (SO8) 771-4230 RICHARD N. ROUGEAU FACSIMILE RICHARD P. LARGAY (508) 778-6866 September 5, 2006 By Facsimile and Regular Mail (508) 790-6304 Attention: Ms. Sharon Crocker Barnstable Board of Health 200 Main Street Hyannis, MA 02601 . Re. 306 Long Beach Road Dear Ms. Crocker: As per our telephone conversation of this morning, all of the owners of 306 Long Beach Road [Peter Rudick,Jeff and Lisa Bieling, Aaron Green and myself, Richard Rougeau] are in agreement to accept the Towri s plan for a new septic system. This design was previously furnished to us and we now have Macomber committed to putting it in place for us as soon as they can, hopefully, within the next month or two. Thank-;gnu for allowing me to fax this letter agreement rather than require my appearance at the 3:00 p.m. hearing today. Very truly yours, Richard N. Rou u RNR.jc WAIJi f r r ` r f .. t .s �rti 'La , A T "ION E E PE RM .T NO. % VI L rXIG E - *M I N S T A L ER,'S NA ME A ADDRESS B U I L D E R OR- OWN ER 0v19 DATE "pE-RMIT ISSUED DATE COMPLIANCE ISSUED s MOP O �_� �¢ y i ��$��_ - _ _. . � �- �� �� �/.�/�� �� o o� e44Z �� M No.... .:�J�..0 F�s../.......`�!.......�f .... THE COMMONWEALTH OFMASSAyCHUSETTS /..✓,a`�'�. ............O F.................. U ... . .. ... Appliratiun for Dhiputtl Works Tunutrnrtiun 1hrmit Application is hereby made for a Permit to Construct ( ) or Repair (L--)-an Individual Sewage Disposal System at: .. -- -- - - ..._..._ Loo ation�-�Aq�/dd s or Lot No. --------------------------------- --------------------•-----.---------. -....•.................... O n r dd Aress ... - dv1. �4? . . �tl....-�..�..... : .................................................?................................................ Installer Address Type of Buildin Size Lot............................Sq. feet Dwelling o. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Pk Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures .. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter..._.--.---._..- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fT4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ �.2.� -........................................................................................................................ O Description of Soil............. x . -- -- .......-•-•-••------••--••---•-••••-•----------•--•--.....-•-•••-•••--•••--•-----•----------••......----•-•............. V .......................-•-••-••••----•....---•----•---•-•-•••-•---........-•-•..................•--•.....••-•-••---•------•-•-•••----••••••...._...-•••-••-•----•--•------.....•---........---•••....... -•-•---•---•-----------------------------------------•-•------------•--•--••---------••-•--......•--•--...... -- U Nature of Repairs or Alterations—Answer when applicable...__ ..........�..... _ _��'�_�.................. -errf�L a-•••S--'1 . 1 .......................= ----------=--•••- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n issued by he r o health. F D to Application Approved By-----•••--• .--- --...••. ... --•- -- ---•-•------ ............. Date Application Disapproved for the f l owing reasons:....................................................................................... •----.............. 1 ------------------------------------------------•-••-------------------------------...--------•••--•----.••-----•-...--••-•••-••-•--------•-----•-•••---•----•-•••-•-••--•-•••-------•----••••----•----- Date--.-- .: Permit No..... _..-5 ® - Issued.------...6 i�V __ Dat r ------------ -- THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA ~� °�`' � THE COMMONWEALTH OF MASSACHUSETTS BOARD QF HE �� Dis posal spos� l� 10orks Tonstrurtion .ramit Appl��ca tion is hereby made for a Permit to Construct or Repair (Z-1-la"n Individual Sewage .Disposal ' � ~ Lot No. Xair"ss Installer Address Type of Building Size ............................Sq. feet -Dwelling*�<n. of Bedroomo----_-------------_.-'Expmoaioo Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................. No. ufyeru000---------.---' Showers ( ) -- Cafeteria ( ) ~w Other fixtures . ...................gallons -_.---_----------------------' Dcs��o Flow........................... gulono per person per day. Tuhd daily flow............................................gallons. Septic Tank—Liquid --- Length-_'_-- \�kt6---_— D�mc�r----.- Depth -------- ------- Disposal Trench--2Jo .................... Total Length.................... Total area................... ft. Seepage Pit No--------------------- belo� �le�-_-___-. Iotu uc��_--'-_�� f� Z Other Distribution box ( ) Dosing tank ( ) ~~ Percolation Test Reoo8a Performed by.----_.---------_------__------- Date........................................ Test Pit No. 1.._-.-.-.minude»perinc6 I)cptb of Test Pit.................... Depth tv ground water--_'--'_. rzq Test Pit No per inch I}eot6 of Test Pit.................... Depth to o,ovod water........................ �^ � J of ' ........................................ Vutoro`of Repairs or Alterations--Aoswecwhco applicable..... �����~��.--x�/ ���_//'^'��/}�� ..'--'--.-. | '------'—'-''---'---'-----------------'_'------------'-------'---'--'--'-'----'------- Agrccoeor: / The undersigned agrees to install the aforcdeoccibc6 Individual Sewage Disposal System in accordance with ` the provisions of TITLE 5 of the State Sanitary Code The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by.,the bdard 9;health. Date Date Application.Disapproved owing Date THE COMMONWEALTH OF MASSACHUSETTS L EA THtL,55- ISV TO RTIFY, Tjiat the Individua�-Sewage Disposal System constructed or Repaired has been installed in accor&�ce with the provisions of TITLE 5 of The State Sanitary Code as 'escribed in the THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUAIA4 EE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Disposal Marko Tonstrurtwu famit Permission is hereby granted.... to Construct or Repair Individual Sewage;Disl3osal Sy t Street as shown on the a lication ior Disposal Works Construction Permit No Bo of ea . � ` , ' \ � 1 _^ -- � � oftNeto TOWN-OF BARNSTABL.E OFFICE OF ? BeaMABL , BOARD OF HEALTH y rasa , i639 ♦� 367 MAIN STREET HYANNIS, MASS. 02601 Mr. Williamson Sept. 11 , 1987 306 Long Beach Road Centerville , MA . Conditions of Approval : 1 .Do not park or drive over the leaching facility. Place railroad ties or another barrier to block the turn round area to keep all vehicles from passing over the system. 2 . New sunroom can not be changeXto a bedroom and must have an outside doorway. �R�C�RD� O�F,, THE. BOARD OF HEALTH IDal e L. ,a`a .4L JQ I �� � �_____ g��21� - - �J �<<.� „� „�, �-�` G � w� �����.�� ,,� .�� � ► FOR DATE �✓ TIME M OF ✓6F 22/r' PHONED BURNED�' PHONE R CALL AREA CODE BER EXTEN WAGE �'1 Q/ SEE YpU !^' SIGNS IV@!S .48003 A.M. rFOR— DATE TIME P.M. s PHgNEp. •: OF REfURNEQ, PHONE YOUR CALL AREA CODE NUMBER EXTENSION .PLEASE GALL'. MESSAGE WIIL GALL„' ,AGAIN CAME TO•- SEE UVANTS TO:. ,ySEE,YOU ,` SIGNED �nive SaI 48003 t. NOTES -------------- - ' 4 'f • 4 NOTES i LAW OFFICES ROUGEAU & LARGAY .4 FNN, OF—BARNST,ABLE A PROFESSIONAL ASSOCIATION 407 NORTH STREET 2005 JI ICJ - I PM I, 08 HYANNIS, MASSACHUSETTS 02601 tJ�r - - - RICHARD N. ROUGEAU (508) 771-4230 M- �y j� FACSIMILE RICHARD P. LARGAY 0I w ISIO14 (508) 778-6866 May 26, 2005 Thomas A. McKean Director of Public Health Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Re: 306 Long Beach Road, Centerville Dear Mr. McKean: We as condominium owners at 306 Long Beach Road are aware that we must do something to repair our septic system. At present, we have a proposal from Bortolotti Construction and await one from Sullivan Engineering. We will hire one or the other within the next seven days and will advise you once we have done so. In the meantime, we will keep the present system pumped on as frequent a basis as Macomber advises. Very truly yours, Richard N. Rougeau RNR.jc cc: Aaron.Green Lisa Bieling Peter Rudick I . i oc) {C V k 4 i I Certified mail: 7003 1680 0004 5458 2155 Town of Barnstable Regulatory Services NAM & Thomas F. Geiler,Director �7¢w Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 12, 2005 Aa�n Green Ono Avery St. Bolton,MA 02111 N ICE OF V OLATIONS OF - 310 CMR: 15.00 THE STATE ENMONMENTAL CODE TITLE V: MIIVIMUM RE UIRE ENTS FOR THE SU SURFACE DISPOSAL OF SANITARY SEWAGE AM TOWN OF BMESTMLE,CODE 4 353-9-DISCHARGE ONTO GROUND PROHIBITED. On May 11, 2005, Health Inspector David W. Stanton, R.S. investigated a complaint and obsi rued raw sewage overflowing onto the ground from the septic systems awned by you loc*ted at 306 Long Beach Road, Centerville. The following violations of 310 CMR 15.09, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and Town of Barnstable Code were observed: 310 CMR 15.303(1) (a): Septic system is in hydraulic failure. Town of Barnstable Code &3531: Discharge of sewage onto the ground. (1): You are directed to keep the on-site sewage disposal system pumped as many times as necessary(daily if needed)to keep it from overflowing onto the ground. (2). You are ordered to obtain an engineer to design the repair plans for the failed septic system at said location and file the plans and variance application (if applicable) with the Health Division within thirty (30) days of your receipt of this letter. (3)- The septic system shall be installed in strict accordance with the approved engineered plans within sixty (60)days of your receipt of this letter. Yo may request a hearing before the Board of Health if written petition requesting same is itceived within ten(10)days after the date the order is served. Non-compliance will result in the issuance of a Inon-criminal ticket citation of $100. Eaoh days failure to comply with an order shall constitute a separate violation. QA0kder tettm\Septic\306 Long Beech-green.dnc. ix PEA ORDER OF THE BOARD OF HEALTH ThoWas A. McKean Diroctor of Public Health Q.NOtderIettm\Septic\306 Long Beach-green.doc Wit... •,r. "j\, a I DATE: 10/10/95 PROPERTY ADDRESS: 306 Lon beach Road f -- C e n t e r v i le ---------------------- Mass . 02632 ------------------------ On the above date, 1 inspected the septic system at the above address. This system consists of the following: 1 . 1 -1000 gallon septic tank. 2 . 1 -Distribution box. 3 . 1 -Leachingfield. 251x121 Based on my inspection, I certify the following condiliops: 1 . This is a title five septic system. 78 Co e 2. The septic system is in proper working order at the present time . SIGNATURE.-- Name: Joseph P_ Macomber Jr . Company:-J. P Macomber & Son Inc. ------------------ , Address: Box 66 -------------------- Centerville ,Mass . 02632 —` 966T Z Z 100 —————————————-------- ,-. �3fl ca Phone:_5_0g=274=3a3_8 ......... ° THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY • JOSEPH P. MACOMBER & SON, INC. Tanks-Cesspools-Leachfields Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 .775-3338 775-6412 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection William F.Weld Govemor Trudy Coxe SeuNsry,EOEA • David B. Struhs Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION roperty Address: 306 Longbeaeh Road Centervillakddress of Owner: ate of Inspection: 1 0/1 0/95 (If different) ame of Inspector.Joseph P. Macomber Jr. ompany Name, Address and Telephone Number: I. P.Macomber & Son Inc . 3ox 66 CenterWie ,Mass . 02632 ERTIFICATION STATEMEN Certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate :Id complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and laintenance of on-site sewage disposal systems. The system: XXXX Passes _ Conditionally Passes _ Needs Further Evaluation By the local Approving Authority _ Fails tspector's Signature: .�¢l. Date: 1 0/1 0/95 he System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this ispection, 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 )e repon to the appropriate regional office of the Department of Environmental Protection. he original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. NSPECTION SUMMARY: Check A, B, C, or D. �J SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. E; Any failure criteria not evaluated are indicated below. iJ 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. ndicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not) 41 The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exfiltration, 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. n,r ;revised 8/15/95) 1 One Winter Street 0 Boston, Massachusetts 02108 0 FAX (617)556-1049 0 Telephone (617)292-5500 +� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 306 Longbeach Road, Centerville ,Mass . 02632 Owner: Gordon Lawry Date of Inspection: 1 0/1 0/9 5 B] SYSTEM CONDITIONALLY PASSES (continued) 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): broken pipe(s) are replaced obstruction is removed distribution box is levelled 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 HEALTH: _AQ_ 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 nas a sepliC Wilk anu wii absorption systen', and is within 100 feet to a surface water supp!y or ti:butary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. AD 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 free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm• 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 into facility or system component due to an overloaded or clogged SAS or cesspool. ,0 Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. (revised 8/15/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 306 Longbeach Road Centerville ,Mass . 02632 Owner: Gordon Lawry Date of Inspection: 10/1 0/95 D) SYSTEM FAILS (continued): /Ab Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. 4a Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. A)o 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 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. �[Q Any portion of a cesspool or privy is within a Zone I of a public well. !�Q Any portion of a cesspool or privy is within 50 feet of a private water supply well. hb 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. El LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above: The design floe, of system is 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: A the system is within 400 feet of a surface drinking water supply /-W 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 (IV%IPA) or a mapped Zone II of a public %niter supply %.elk 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 8/15/95) 3 l SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 306 Longbeach Road Cent rrville ,Mass.. 02632 Owner: Gordon Lawry Date of Inspection: 10/10/9 5 Check if the following have been done: ,Pumping information was requested of the owner, occupant, and Board of Health. 'ZNone of the system components have been pumped for at least 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. ZAs built plans have been obtained and examined. Note if they are not available with N/A. Zhe facility or dwelling was inspected for signs of sewage back-up. , The system does not receive non-sanitary or industrial waste flow I/The site was inspected for signs of breakout. 4All system components, excluding the Soil Absorption System, have been located on the site. , 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. ZThe size and location of the Soil Absorption System on the site has been determined based on existing information or app oximated by non-intrusive methods. The facility ov,ne: tand occupants, if different from owner) were provided with information on the proper maintenance of Sub. Surface Disposal System. (revised 8/15/95) 4 r' SUBSURFACE SEWAGE DISPOSACSYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 306 Longbeach Road .Centerville ,Mass . 02632 Owner: Gordon Lawry Date of Inspectional 0/1 0/9 5 FLOW CONDITIONS RESIDENTIAL: Design flow: -L, .__ga Ions PO:O.J14/ Number of bedrooms: Number of current residents: Garbage grinder(yes or no):- Laundry"connected to system (yes or noJel Seasonal use (yes or no):." Water meter readings, if available: J,q " a " S �� /r ' �dh\ �� f 4 y. Last date of occupancy:/'/L � COMMERCIAUINDUSTRIAL: Type of establishment:. //W Design flow:/ $allons/day Grease trap pr sent: (yes or no)A/,ZW Industrial Waste,Holding Tank present: (yes or no)41 n-sanitary waste discharged to the Title 5 system: (yes or no)�l� �✓ater meter readings, if available: //f� Last date of occupancy: OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RE ORDS and you ce of information: t System pumped as part of inspection: (yes or no)AC If yes, volume pumped. C1gallons Reason for pumping: n TYPE O SYSTEM Septic tank/distribution box/soil absorption system AQ_ Single cesspool .4/n Overflow cesspool i Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) IVA Other(explain) . APPROXIMATE AGE of all omponents, date installed (if known source of information: �TL�A.QS.. �Ll1C 4/_1 Waage odors detected when arriving at the site: (yes or no) (revised 8/15/95) 1 t �t4„y ri i V � SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C- SYSTEM INFORMATION (continued) Property Address: 306 Longbeach Road Centerville ,Mass . 02632 Owner: Gordon Lawry Date of Inspection: 10/10/9 5 SEPTIC TANK:,L��fi/L 1 7d—Abe (locate on site plan) Depth below grade:, Material of construction: Lconcrete—metal —FRP_other(explain) Dimensions: Sludge depth: SCE Distance from top of sludge to bottom of outlet tee or baffle:,_ Scum thickness: L_ • J Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle:,L_ Comments: (recommendation for pumping, condition of inl t and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural inte rity, evidence of leakage, etc.) f i >i// ,{ f ^, / ;r GREASE TRAP:40 (locate on site plan) Depth below grade: Q( Material of construptiononcrete metal FRP_other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffler Distance from bottom nl scum to bottom or outlet tee or bahle: 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.) // & (revised 8/15/95) 6 y 14y 1 • SUBSURFACE SEWAGE DISPOSAL,'SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 306 Longbeach Road Centerville ,Mass . 02632 Owner: Gordon Lawry Date of Inspection: 10/1 0/9 5 TIGHT OR HOLDING TANK:( e (locate on site plan) Depth below grader ! Material of construct' n: concrete_metal,_FRP_other(explain) Dimensions: AIM Capacity: 41117 gallons Design flow:N1,4 gallons/day Alarm level: Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX:,,/ (locate on site plan) Depth of liquid level above outlet invert: f'? Comments: (,Tie if level and distributi , ur. ii equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) &) Q/bCi lrr�it� 1, 15 C ?" 1 ) 27)' n PUMP CHAMBER: (locate on site plan) Pumps in working order.(yes or no)22z�e_ Comments: (note cAndition of pump chamber, condition of pumps and appurtenances, etc.) (revised 8/15/95) 7 �p r� , SUBSURFACE SEWAGE DISPOSAL;SVSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 306 Longbeach Road Centerville ,Mass . 02632 Owner: Gordon Lawry Date of Inspection: 10/10/9 5 1 SOIL ABSORPTION SYSTEM(SAS): / (locate on site plan, if possible; excavation not required, but�n1hy be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number:_Ivz leaching chambers, number leaching galleries, number. ' leaching trenches, number,length: l leaching fields, number, dime n ions: overflow cesspool, number: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.) :p c ir l CESSPOOLS: (locate on site p an) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: �1l Dimensions of cesspool: 1114 Materials of construction: 111a Indication of groundwater: i& flow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: •(locate site plan) Materials of constru i n: P /1�� Dimensions: De th of solids• � Comm ts: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revised 8115195) 8 SKETCH OF SEWAGE DISPOSAL SYSTEM r ; Include ties to at least two perma,rfent references lapks.or benc)�arlZ� t l locate all wells within 100' �-K,jo 17 DEPTH TO GROUNDWATER Depth to groundwater:�feet m th / of deterrpination or appro imation: ..� _ W.. (revised 8/15/95) i llude •n/tnT+..—nrfT:r--r+r+rnrmrnmrrrnn•rnrmany+•+e+vrn�r�/Rnn+nrr-t•a++sa-orrosfazn ern-ra4�nmr*nreTr.r•^F TOWN OF .Barnstable BOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D•- CERTIFICATION �,/ �"'TIM�T••.'S1T�T.in{'tT1TITT.TB'/1.•1•TIl"tR't64'1faT.T1P1'T�0.•tT�tTl7lf[R7IIT�TRATRIRR/le!iff;Ri�TRTt RRI.R7T<tfl7C7'[f-9TTT:TRn{•Tt1'!'T•1T•�It•�/•� 'i -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS ,-3n6 T nn ghpn=}y anarl rent.arvi l l a Ma cc _ 02632 " ASSESSORS MAP, BLOCK AND PARCEL # Gordon Law OWNER' s NAME m�y PART D - CERTIFICATION T NAME OF INSPECTOR Joseph P. Macomber Jr . . COMPANY NAME J.P.Maco,mber & Son Inc COMPANY ADDRESS Box 66� &enterville ,Mass . 0.2632 Street Town or City State LIP COMPANY TELEPHONE ( 1 775 - 3338 FAX ( 508 � 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true, accurate, and U complete as of the time o.f: inspection , . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , • f i tlfir't, ' heck one: XXXXX Systeui PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15, 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* I The inspection which I have conducted has found that the system fakl+ to protect the Public health and the environment in accordance with Title .5 , 310 CMR 15 . 303, and', as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature tX Date _10/11 /95 ' One copy of this certification must be provided to the OWNER, the B ER (where appli,cable) and the BOARD OF HEALTiI. * If the inspection FAILED," the owner or 'o� orator shall u ' p pgrade ' the eyste „ « within one year of the dAte, 'oP the inspection, unless allowed or required`i �: ,,. otherwise as provided in 310 CMR 16 . 305 . par .doc :;. CC,,,mcnweccr c1 Ma cc�' secs Exect-11Ne Cfiic-e C1 ^Vlfart E^rC; ,=•�1;,:;5 Department of Environmental Protection ' Water Polloion CcnTrol Tecnniccl Assocnce ana Training SecTtons WlULUn F.WOW Trudy Cox* S-r—Y,ECEA Thomas a. Pow.t• • • 06/12/96 ATTN: Joseph P. Macomber, Joseph Macomber and Scm PO Box 66 Centerville, MA 0263 - Dear Joseph P. Macomber, Jr. , I am pleased to inform you that ,you have attended training, met the experience qualifications, and have passed the Title 5 System Inspector exam, pursuant to 310 CMR. 15. 340 . The passing grade for the exam was 39/52 or 75% . This is an official notification that you are a Certified Department of Environmental Protection System Inspector pursuant to 310 CMR 15. 340. You will receive a System Inspector certificate at a later date. If you have any futher questions, please write to me at the following address: Kimball Simpson D. E. P. Training Center 50 Route 20 Millbury, MA 01527 Thank you very much fo:• vuir time and consideration in this matter. ;R Sincerely, Kimball S'.mnson, DEP Training t:r Director ;'405) Rout- .''i • Millbury, MA FAX 5 8 755.92-4.3 • m• 508-756-77" r, Water , Coris'ervation • SAVE TINS . . . • • ME. CHECK FOR LEAKS Water Loss in-Gallons Due to Leaks Leak ' this Loss'Per Oay "-,'Loss Per Month Size 120 3.600 • 300 10.800 • 693 20,790 • 1,200 36,000 1,920 57,600 .3,096, 92,880 ® 4,296 .128,980 ® 6,640 199,200 6,984 200,520 -8;424 252,720 ;9,888 296,640 ® 11,324 339,720 12,720 381,600 14,952 448,560. ,y Mr. & Mrs . Byron Haseotes January 23, 1988 777 Deham St. Canton, MA. 02021 NOTICE OF DISPOSAL WORKS CONSTRUCTION PERMIT APPLICATION DENIAL The Board of Health has reviewed your application. There is a discrepancy in the number of bedrooms on the floorplans to the number of bedrooms on the permit application and the design data for the Title V septic system. Therefore your application for Disposal Work Construction Permit is denied and a Building Permit will nD-t be approved. Please contact the Coastal Health Resource Coordinator, Dale L . Saad, if you have any questions (telephone (508) 775-1120 ext. 182) . PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health TAM/dls rk S. Russell Sylva Commissioner Gilbert T.Joly nv 1 Regional Environmental Engineer 0,9.47 SxG. 680-68.E November 13, 1987 Demetrios B. Haseotes REe BARNSTABLE--Wetlands File #SE 3-1610 777 Dedham Street Superseding Order of Conditions Canton, Massachusetts 02021 Dear Mr. Haseotes:. Following an in-depth review of the above-referenced file and in accordance with Massachusetts General Laws, Chapter 131, Section 40,, the Department of Environmental Quality Engineering has issued the enclosed Superseding Order of. Conditions. This Order approves the proposed project subject to certain conditions. The Department has determined that the project area is significant to the statutory interestsof storm damage prevention and flood control. The project consists of the expansion of a single family dwelling on a coastal dune, 310 CMR 10.28, of a barrier beach, 310 CMR 10.29, within land Subject to Coastal Storm Inundation, Zone A13 (el. 11) on the Federal Emergency Management Agency maps for Barnstable, dated August 19, 1985. The Department intervened on the Order of Conditions dated June 4, 1987, issued by the Barnstable Conservation Commission because of concerns as to whether or not the proposed project was within a velocity zone (V-zone) an area subject to flooding in the 100 year storm event with wave action. The Department was also concerned that the project was proposed on a full foundation. It is the opinion of the Department that pile foundations are required for structures on barrier beaches in order to meet the performance standards for coastal dunes. Specifically, the Regulations require that projects on coastal dunes not impede the landward or lateral migration of the dune, 310 CMR 10.28(3) (d) . The applicant has submitted a revised plan showing that the project site is not within the V-zone. However, .the applicant has failed to submit a pile foundation plan for the project as requested at the 'onsite inspection. The Superseding Order of Conditions requires that prior to construction, a pile foundation plan, stamped by; a Professional Engineer registered in the Commonwealth of Massachusetts, be submitted to this office. -2- The project will be allowed only if it is modified to incorporate a pile foundation design. In the opinion of the Department the reasons given here are sufficient to justify this Superseding Order of Conditions. However, the Department reserves the right should there be further proceedings in this matter, to raise additional issues and present further evidence as may be appropriate. Very truly yours, bert P. Fagan Deputy Regional Environmental Engineer F/LL/re cc: Barnstable Conservation Commission Richard L. Longton 777 Dedham St. Canton, MA 02021 t .? Form 5 t;}i t... ... t}. .i .:;:i,, .,• DEQE File No. SE 3-1610 t ' (To be provided by DEQE) .i Commonwealth Ci►y/Tows Barnstable r ' + J of Massachusetts Applicant Demetrios Haseotes •�", ,ta d::.•t�,SLIP f����/+'.,��.•.%[, ,.;, ,?s;;l . .,.. �3,rr �:s_ ,' .a tt`r .Yts`.,.. 7 f d47M11`1V .,• -e .v+ �. 4.. .i: .••T e..ei S;r .. ?li .' Order of Conditions Massachusetts Wetlands Protection Act`` " G.L. c. 131, §40 From-___D_e aartment of FnyirnnmPnta"u31!t.y F.ngineerillg' To Demetrios Haseotes Same (Name of Applicant) „t,s . . ; ;., (Name of property owner) 777 Dedham Street Address— Canton, MA Address .£. This Order is issued and delivered as follows: Ci by hand delivery to applicant or representative on (date) ER by certified mail,return receipt requested on' November 13 1987 (date) This project is located at Lot #35, Long Beach Road, Centerville, MA The property is recorded at the Registry of Barnstable County Boo Page Q07 Certificate(if registered) The Notice of Intent for this project was filed on ' March 23, 1987 4,, i (date)` t The public hearing was closed on May 12," 1 Q87 (date) r i Findings The DE E `' ' has reviewed the above-referenced Notice of Intent and plans and has held a public hearing on the.project. Based on the Information available to the DEQE at this time,the DEQE has determined that the area on which the proposed work is to be doa*is significant to the following Interests In accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate): ❑ Public water supply " '4'" IN Storm•damage'prevention' ' ❑ Prevention of pollution ; ❑ Private water supply • • i ❑ Ground water supply 4 ❑ . hand containing shellfish , 't EJ: Flood control ❑ Fisheries 5-1 Therefore, the _ DEQE hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those inter- ests checked above. The DEQE orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the`fol- lowing conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. ; General Conditions 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory meas- ures, shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or anyexclusive privilege;it does not authorize any injury to private property or invasion of private rights.'` 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes,ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act;or (b) the time for completion has been extended to a specified date more than three years,but less than five years, from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5. This Order maybe extended by the issuing authority for one or more periods of up to three years'each upon application to the issuing authority at least 30 days prior to the expiration date of the Order.: 6. Any fill used in connection with this project shall be clean"fill,containing no trash,refuse, rubbish or de- bris, including but not limited to lumber, bricks, plaster,wire,lath, paper,cardboard,pipe,tires,ashes, refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or,if such an appeal has been filed, until all proceedings before the Department have been completed. J S. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In.the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done.The recording information shall be submitted to the DEQE on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet In size bearing the words, "Massachusetts Department of Environmental Quality Engineering, File Number SE 3-1610 10. Where the Department of Environmental Quality Engineering is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. y I—... ' . ' ' . J. , ; ..; 11. Upon completion of the work described herein,the applicant shall forthwith request In writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12. The work shall conform to the following plans and special conditions:_ 5-2 ` J r CD co Plans: . j - . 4.at.tt:y .� r 'i+�•SS.". .:'„�i_.. . ..'.e . r r,r .;. r •� j .. ,7 Title Dated Signed and Stamped by: On File with: PLAN OF LAND IN THE July 15, 1987 Alan C. Vautrinot, Jr DEQE VILLAGE OF "runt StamgFd) ' : ' BARNSTABLE, MASS. °s.. { 3 • _. �. : fi�sJ P 13n cnn- -.Uil 3 HASEOTES >a LONG BEACH ROAD N t signed CENTERVILLE, MA March 19, 1987 Not stamped DEQE „r Special Conditions use additional paper if necessary) 1. Prior to the commencement of construction, General Condition No. 8, above, must be complied with. 2. All construction must comply with the above-referenced plans and the conditions of this Order. For any proposed change in the approved plans or in the work, the applicant shall file a new Notice of Intent or inquire in writing of the Department whether the change is substantial enough to require a new Notice of Intent. 3. It is the responsibility of the applicant, owner and/or successor(s) to ensure that all conditions of this Order are complied with. The project engineer and contractors are to be provided with a copy of this Order and referenced documents before commencement of construction.'c r:: ,.. 4. The proposed addition shall be placed on a pile„{foundation: The lowest structural member of said pile foundation shall be at. or above the 100 year flood elevation or at least two feet (21) above the present grade, whichever is higher. Prior to the commencement of construction a plan of the required pile foundation design shall be submitted to .the Department and the Barnstable Conservation Commission. Said plan shall be stamped by a Professional Engineer registered in the Commonwealth of Massachusetts. Said plan shall depict the elevation of the lowest structural member.- --If-the---Department does not respond within twenty one (21) days, the plan shall be considered to be approved and construction may commence in accordance with the plan and this Superseding Order of Conditions. Prior to the commencement of construction, the applicant shall provide a statement ` by the Barnstable Board of Health that the subsurface sewage disposal system is adequate to handle the increase in daily flows caused by the project. If the ...........................(SEE..ATTACHED..SHEET).................:..::. ;, (Leave Space Blank) t r • 5-3121 _ _.. .. Issued by the Departm of nvir nme Quality Engineering. r! i Signature Robert P. Fagan, Deputy Regional Environmental Engineer On this day of at�- 19 _,before me personally appeared Robert P. Eagan to me known to be the person described in and who executed the foregoing.instrument and acknowledged that he/she executed the same as;h�15/1er free act and deed. Notary Pubut My commission expires The applicant,the owner,any person aggrieved by this Superseding Order,any owner of land abutting the land upon which the pro- posed work is to be done or any ten persons pursuant to G.L.c.30A,§10A,are hereby notified of their right to request an adjudicatory hearing pursuant to G.L.30A,§10,providing the request Is made by certified mall or hand delivery to the Department within ten days from the date of Issuance of the Superseding Order,and is addressed to: Docket Clerk,Office of General Counsel,Department of Environmental Quality Engineering,One Winter Street,Boston,MA 02108.A copy of the request shall at the same time be sent by certified mail or hand delivery to the conservation commission,the applicant,and any other party. A Notice of Claim for an Adjudicatory Hearing shall comply with the Department's Rules for Adjudicatory Proceedings,310 CMR 1.01(8),and shall contain the following information: (a) the DEQE Wetlands File Number,name of the applicant and address of the project; (b) the complete name;address and telephone number of the party filing the request,and,if represented by counsel,the name and address of the attorney; ; (c) the names and addresses of all other parties,if known..' . . (d) a clear and concise statement of(1)the facts which are grounds for the proceeding,(2)the objections to this Superseding Order, Including specifically the manner in which It Is alleged to be inconsistent with the Department's Wetlands Regulations(310 CMR 10.00)and does not contribute to the protection of the Interests identified In the Act,and(3)the relief sought through the adju- "` dicatory hearing,including specifically*the changes desired In the Superseding Order; (a) a statement that a copy of the request has been sent to the applicant,the conservation commission and each other party or rep- ' c i resentative of such party,if known. °. • 1 • Failure to submit all necessary Information may result in a dismissal by the Department of the Notice of Claim for an Adjudicatory Hearing. Detach on dotted line and submit to the prior to commencement of work. ............................................................�.......................................................... .. Issuing Authority To Please be advised that the Order of Conditions for the project at �R File Number has been recorded at the Registry,qf,,. _• and has been noted In the chain of title of the affected property In accordance with General Condition 8 on If recorded land,the instrument number which Identifies this transaction is 11 registered land,the document number which Identifies this transaction Is Signature Applicant 5.4B Superseding .Order of Conditions - File #SE 3 1610 a , S. Continued Board of Health requires the system to be upgraded, the applicant shall submit a plan showing the subsurface sewage disposal system designed in accordance with Title 5 of the State Sanitary Code, and stamped by a PRegistered Professional Engineer. , }r !i r T' 5-5B r R � THE To` DEQE File No. SE 3-1610 (To be provided by DEQE) !„ Commonwealth dft �t = • of Massachusetts • aur3TAsc % City/Town:Barnstable 'off, 63p.k`� Applicant Demetrios Haseotes 0 YI1Y Order of Conditions MASSACHUSETTS WETLANDS PROTECTION ACT G.L. c. 131, §40 TOWN OF BARNSTABLE WETLANDS PROTECTION BY-LAW, Ch. 3, Article XXVII FROM: BARNSTABLE CONSERVATION COMMISSION 1 To Demetrios B. Haseotes Same (Name of Applicant) (Naive of property owner) 777 Dedham St. Address Canton, MA 02021 Address This Order is issued and delivered as follows: ❑ by hand delivery to applicant or representative on (date) 11 by certified mail, return receipt requested on Tune 2, 1987 (date) This project is located at Lot 035 Long Beach Rd- , Centenzille -- Barnstable Assessor's Map # I Rru Lot 35 The property is recorded at the Registry of Deeds in Barnstable Book 1311 page 907 Certificate (if registered) Notice of Intent dated March 20, 1987 Date of Hearing April 14 & May 12, 1987 This Order is issued on June 2, 1987 Findings The Barnstable Conservation Commission has reviewed the above-referenced Notice of Intent and plans and has held a public hearing on the project. Based on the information available to the Barnstable Conservation Com- mission at this time,the Barnstable Conservation Commission has determined that the area on which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act (check as appropriate): ARTICLE 27 ONLY ❑ Public water supply ❑ Storm damage prevention #1 Erosion Conirol ❑ Private water supply M Prevention of pollution ❑ Wildlife 6 Ground water supply ❑ Land containing shellfish ❑ Recreational. ❑ Flood control ❑ Fisheries ❑ Aesthetic �,I Therefore, the Barnstable Conservation Committee hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations,to protect those interests checked above. The Barnstable Conservation Committee orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control GENERAL CONDITIONS 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act; or (b) the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill,containing no trash,refuse, rubbish or debris, including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recordinj information shall be submitted to the Barnstable Conservation Commission on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bear, ing the words, "Massachusetts Department of Environmental Quality Engineering. File Number SR 1-161 n 10. Where the Department of Environmental Quality Engineering is requested to make a determination and to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hear- ings before the Department. 11. Immediately following completion, the project shall be certified to be as per these conditions and plans, in writing, to the Barnstable Conservation Commission by the'project engineer who shall be registered in the state of Mass. engineer the a hcant shall forthwith request, in writing, 12, Upon certification by the project PP� req g, that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 13. Prior to any work being done at the site, all legal advertising bills incurred by the petitioner in relation to the Wetlands Hearing held on this project shall be paid. 14. This Order is issued under Article XXVII of the Town of Barnstable By-Laws as well as under Mass. G.L. Ch. 131, sec. 40.The Barnstable Conservation Commission or Conservation Officer shall be notified no more than two weeks nor less than two days prior to the commencement of work, and have the authority to issue an Enforcement Order if the terms or intent of this Order are not complied with. 15. It is the applicant's responsibility to provide all contractors with a copy of this Order and to ensure that all workers are informed of the conditions of this Order before they begin work at the site. I I I 16. The work shall conform to the following plans and special conditions: PLANS: Title Dated Signed and Stamped by: On File with: Commission Site Plan April 9, 1987 Alan Vautrinot, Jr. , R.L.S. Barnstable Conservation Special Conditions (Use additional paper if necessary) 1. All areas disturbed during construction shall be revegetated .immediately following completion of work at the site. No areas shall be left unvege- tated or unmulched for more than 60 days. 2. This approval is contingent upon approval by the Board of Health of the subsurface sewage disposal system. 3. The applicant shall place a row of staked hay bales 35' landward from the edge of the dune on the west side of the property. This line shall act as a limit of work during construction and a buffer zone after construction. There shall be no further mowing in the 35' buffer area. 4. This approval is contingent on 'receipt and approval of a revised plan indicating the following: a) The dune area on the west side b) Accurate MHL line ` ................. (Leave Space Blank) Ii • y f 1 Issued By Barnstable Conservation Commission Signature 47i� ...... This Order must be signed by a majority of the Conservation Commission. On this 2nd day of June 1987 before me personally appeared Frank Lowenstein , to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/ er free act and deed. November 28, 1991 o a y Puplic My commission expires The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the proposed work is to be done or any ten residents of the city or town in which such land is located are hereby notified of their right to request the Department of Environmental Quality Engineering to issue a Superseding Order, providing the request is made by certified mail or hand delivery to the Department within ten days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. Detach on Dotted Line and Submit to the Issuer of this Order Prior to Commencement of Work. To Barnstable Conservation Commission(Issuing Authority) PLEASE BE ADVISED THAT THE ORDER OF CONDITIONS FOR THE PROJECT AT FILE NUMBER , HAS BEEN RECORDED AT THE REGISTRY OF ON (DATE) If recorded land, the instrument number which identifies this transaction is If registered land, the document number which identifies'this transaction is Signed Applicant II __ { TOWN OF BARNSTABLE LOCATION,496 0 C),. -Za / SEWAGE VILLAGE(2,.Q,jt&y ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. 7 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) /A (size) NO.OF BEDROOMS 3-POI-'jo'OW9.41 7&040 OWNER?Oh�—&d -9, /fie- Sacs. C o . PERMIT DATE: 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 I 2 A3EIU6T OrvEEtTS: KORO BOT(OM:Bµ _ OF�9PNµ TCB J Sn G.: B.eT 1 2 TCB dSOP O IOHf�05P/C: I.0 OUT P/C: 04 PPACEL 24 H' IM/.2'UT: 2.5.. 5 -11.500*SF sOR.5I5: 4.60 S �(]BEDROOUS TOTAL) TOP FNOH 4'4AHIFOLO I I I .�d'°RIGIC6 •v C.O. I FwSI C.O. I I �LOwEA Y 1 O _ 4/C FAQ trt ECYCLE UNE C.0 - _C.O. LONG BEACH ROAD - 81 SEPTIC ASBUILT PLAN D5-181°FPS°ssl—LT.MG(Imo) PREPARE➢EXCLUSNELY FOR SEPTIC SYSTEM WA,NOT FOR—OTHER USE LOCATION : 306 LONG BEACH ROAD,CENTERVH.LE,MA PREPARED FOR: ( SCALE: 1E = 20' DATE MAP 165 PCL 24 Capewide Ent LLCT & REFERENCE 12-20-06 Portledge By The Sea Condo Assoc. OANIEL ru m xx-vem A -a++o.n t(� mEc ex°nvsess I �♦ r.0 n svxvsr0ss Z 2r ___ Y e 0 P no mein R Te•'IDouN.me ------ DATE '``s° suRveroR THE COMMONWEALTH OF MASSACHUSETTS 1 BOARD OF HEALTH -..................OF.......#:ILA.(�h'\$ ...................................... Appliration for Disposal Works Tonstrnrtiun 11nmit Application is hereby made for a Permit to Construct ( ) or Repair ) an Individual Sewage Disposal System at: GG s : ; Location Address --' or Lot No. _ arcQseS:_�?.f. t��- - ' � 'r ..._ 3o6 �n. . gam.. Ow er e .Address �,_ Co"t'uu"t ice ✓'tar mr►s,�'h�l Installer fwA Address UType of Building b dQro .S n�, S �„� Size Lot�l�......--_..•..Sq. feet �-- �—No. of Bedrooms___...Dwelling _ ._?•.......Ex�ansion Attic ( ) Garbage Grinder Other—T e of Buildin �i1o: ..... No.' of ersons_______________ _---_-_ Showers — a � g ------.....................................................------ � ("-)- Cafeteria (ram Otherfixtures ----------------------- -------•-----------------•----------=-----•-•••••---•••--•- W Design Flow...... , =...........gallons per person per day. Total daily flow-------------` ...............gallons. R; * Septic Tank—. Liquid'capacity/_OQ .gallons LengthJ.r..j7...". Width._f1_.! _. Diameter------ Depth.''__ Disposal Trench—No. _.._...1 ........ Width•-- .- Total Length.A_.X.5_.i._ Total leachipb: rep s�-eft. LL' Seepage Pit No__________ _______ Diameter-------- Depth below inlet......::" Total leaching area............__. sq. ft. Z Other Distribution box Dosing.tan ( ) ~' Percolation Test Result Performed by.__.. Gbr�,. FAQ................................... Date__/rQ�'' 7��� ,,� aTest Pit No. 1. -...minutes per inch Depth Test Pit.................... Depth to ground water_._.__i/ (i Test Pit No. 2....J.. ._minutes per inch Depth of Test Pit.................... Depth to ground water........................ ,r 0 Description of Soil------.1:t `....... 1....._....<......... x ••••-----------•--------------- V Nature of Repairs or Alterations—Answer when applicabl ._ reQ- / u,L7 _.._..._.. r _ w CG._.-.at1..ct,o. rr¢_a�i-.-.- -rI.4---..�- �'-em'i--- -•�-----�... - -�`'-v- `.c r �` -` Agreement: The undersigned agrees to install the aforedescrihed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b the board of health. Signed.... �1' . •-•-- -•-••-•-• ..... 115; /Application Approved By....- 6?,:4y -- ,.�.......--•..............................•------- ...... { ! 7........... Date Application Disapproved for the following reasons:...............................................................:................................................ ------------------------------------•--------•-----------------•--------•--------------------------•----........_.........••---•-•-----•----•-•.-------------------------------------------.. / L�Date PermitNo--------------------------------------------------------- Issued...... - . ------ 1 ? Date .- ..._. _...._.. ' Fss....... No .. THE COMM.ONWEALTHOF MASSACHUSETTS BOARD OF HEALTH :............ ............................. Applirttfilan for RapaiiFal Marks Tonotrnrtiun JIrrmit Application is hereby made for a Permit to Construct ( ) or ) an Individual Sewage Disposal System at Location-Address _/'or W jdo. I� i .. .. .5 r ,� - ---- ---• ........ --- a ( �'Y1�f'L'II(jjf�, � vn!! t . .r aP �: Q'pI'il�1 Addre l ' ._._...:.:... ............. __._ Installer / . 1��i�` � Address d Type of Building a , ohs . nsa+f S Size Loth..............________Sq. ' , tf,/ v U� Dwelling—No. of Bedro , _..._° ...___..____ExpansionAttiic, ( ) Garbage Grinder ; p-1• Othex—Type of Building ............... � No. of persons............................ Showers (" ''j";— Cafeteria Otlar6turesj: --------------•-•-•••----•---------- -_-_•- ---..__..__.__..---_- Design Flow______________ ___ gallons per person �r y Total dil " 0 __ Ions W.."„ Septic Tank—Liquid capa ' n?'F__gallons,.-:" h___.______ _ W 1 � IoDlameter_.'."�"M"_.__ Depth___ 'C ',Z► x Disposal Trench=No. _:_ _._.____. Width_..�_..� Total Length _________________ Total leaching arez Seepage Pit No :r=----- Diameter-____- ..__ De th below inlet....... Totat leaching.area__ ''.sq.'ft. Z Other Distribution box Dosing tan (.• ,) '-' Percolation Test Results Performed by... _ _: P'�1 ........................... _f._ -7 a Test,Pit No 1 A• _minutes per inch Depth Test Pit __.... Depth to groundtwater..__. Z . fZ, Test Pit Noy 2 '"'_._minutes per- inch Depth of Test Pit____________________ Depth to ground water............. .... D Description of Soil...---. ..... - - .r -------------=-----•-------- --- W ----- --- - - -- •-- UNature of Repairs or Alterations—Answer when applicabl Cpy.SsYV . 6w :..... t� 'd_�"� �- .. Agreement.: I. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TLITTLE 5 of therState Sanitary.Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issu d he bard. al . Signedi t ; .� .....t Application Approved BY...........' '� •--- ---•--- ------ � '�'� .. Date Application Disapproved for the following reasons---------------------------------------------•---•------•------•---- ....................="`'------------------_-_ =----------------------------�l----------•---.............................................................................---------------- --------------- -------------......................... Date PermitNo. ________________________ •-----• -Issued.....-------=-......................................... _ ae. Date THE COMMONWEALTH OF ftVIASSAHUSET7S ! t BOARD OF HEALTH ..............�4, 4S+ .N.-....OF...... .....'��AIV a. 4.......................... 5... Trrfif irtt r of ToutpliFanrr . THIS `IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( • Installer _. at......... ' -- car ---------•-- �.,�•...__ �-t7lV- -�•r4�-�j¢-----/k,-1`}------- -----�-"'-Leh✓9°�,,�ttrl�-e�------------•--•------- has been installed in accordance with the provisions of�T TL, j of The State Sanitary Code as described in the application for Disposal Works Construction Permit N -_-- ------>.S_4_..............: dated___,--_.:_.-_.-..____-_____._______.__.___._... THE ISSUANCE OF THIS CERTIFICATE SHA OT.BE CONSTRUE® AS A GUARANTEE THAT.'THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................... •-•---••---•---•-----•- Inspector.:..._.. `+ THE COMMONWEALTH OF MASSACHUSETTS 3' BOARD OF HEALTH ... /•3L'+ L...-.......OF::.... 1 ,�t1'S'rc '._. ........... 0 . FEE... .. ....... Disposal 1vorkv (lnni nrtilan rraitt� Permission is hereby granted________ ______ r z ....... - =- , ...................•-...�............._.... to Construct ( ) or Repair ( ) n Individual Sewage Disposal System r=. at No._. C3 •,......... - -6...._._-�eJvew--_____/3.: ............ e' ' t 4� et as shown on the application for Disposal Works Construction--Permit No. _:_l......---------------------------------------------------------- DATE _,_ Dated______________________________ _________ ..................../��' f �5 / Board, of Health . J / ...............�-......--------...... - FORM 1255 HOBBS & WARREN, INC., PUBLISHERS `p CA'TIO SEWAGE PERMIT NO. o VILLAGE ' INSTA LLE 'S N E i ADDRESS dl OR/�� OWNER DATE PERMIT '7ISSUED M P L I ANCE ISSUED_DATE CO c� r 0 iF 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 August 4, 2010 Portledge-by-the-Sea ATTN: Lisa A. Bieling 25 Popes Laric Hingham, MA 02043 Re: Serial Number: 5138 Location: 306 Long Beach Road, Centerville, MA Dear Portledge-by-the-Sea: We understand you do not wis ' to continue your 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 our office at (508) 880-0233. Sincerely, o c C� , Donna L. Callahan ec n 3 Cl) Copy to: Massachusetts DEP ►-� �� CO rn Barnstable Board of Healtfil� , < 200 Main Street Hyannis, MA' 02601 y LOCATION SEWAGE PERMIT 0• 3o6 Lion ,beach Road 1bLLAGE Cent erville,Mas8 I N S T A LLER'S NAME i ADDRESS J.P.Ma.comb.er & rBon Inc. I U I L 0 E R OR OWNER Gordon B. Lawry. DATE PERMIT ISSUED DATE COMPLIANCE ISSUED 1n41�,485 �� e ,�\O;q �/ I � � �� � � ��- l� } d b 1 N11 c TA• OLL C)"2's iac Vic,. 4 d" 64, �J- Ltv, ` `��.E"2Gat...�"r`tat� iZ,d;`('�. - (° �� 2ll�sr�i az � • �����tJ of tyrza�l r(. 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A '% a. e� Vu r-c- S t GaEstT�cy Y"A.T I"LA I S PLA LJ 4Ct.Wt♦T Qti..y 2�ilro.crt �'ti� t�T MLVA 1--�?i: t.�C.�T1ty►1 �t��n,t s� oc- TIJG ug.t rr-6 hIAMILMIShotknk - 6AI M - A - — - ELECTRIC PANELS FOR C.I. RING & COVER PUMPS & BLOWER SEE DRAWING LEBARON LA0910 OR EQ. OVER FAST SYSTEM CLEANOUT TO GRADE. INSIDE BUILDING MicroFAST 1.0 eF9 TYPICAL WHERE INDICATED CONTRACTOR TO 2" RECYLE LINE TEES INTO DRILL 3/8" DRAINBACK HOLES oy 'PoyO PROVIDE ALL REQUIRED RISER. PITCH BACK TO P/C IN TOP & BOTTOM OF RECYCLE LINE TOP FNDN. AT EL. 8.4' CONDUITS AND CABLES. ELECTRIC PERMIT REQ. 20 CAST IRON COVERS H- � EXISTING FOUNDATIONS) FROM TOWN. 24" H-20 MANHOLE COVER CIS, \ Fr g,a'+,� VENTS SYSTEM PROFILE 2 cu NOT TO SCALE VENTC.I. RING & 91000VEROR,EQ. OVER FEMALE ADAPTOR & THREADED PLUG RNF j INSPECTION PORT: 1 REQUIRED CONC. 30" COVER OVER DU LEX PUMP SYSTEM ( ) LEBARON LA0910 0 101, SEE DETAIL CLEANOUT TO GRADE. 2.0"0 THREADED END CONNECTION ow\!/ RppO 24" I.D. RISERS AIR DUCT AND ELEC. CONDUIT /N ACCESS COVER (WATE :TIGHT) TO _ 2% SLOPE REQUIRED OVER SYSTEM +1- TYPICAL WHERE INDICATED ON END SWEEP ELL/RISER H-20 PRECAST EXIT THRU RISER WITHIN 6" OF FIN. GRii;)E 7 SCH 40 PVC / LOCUS 3 - - REDUCER ' 5.5'f* �-H� FAST 1.0 o a •� "OSCH '4+ *MIN 2 _0 5.6' NANTUCKET SOUND - -4" SCH40 AT 5% , �p^ vA/I UNIT N �?>� 2"mSCH40 C POUR 1.5 CU FT ----------------------------Jn------------- ------------- - I (2% MIN.) 2.50 Y r� _ c�Q3000 PSI CC)NC 01 o .... o`,o �� oI4.6' 1000 GAL � 2.0"OSCH40 LATERALcP o o*THE INSTALLER SHALL VERIFY THE 500 GAL TREATMENT 2.25' 2.20' 770 GAL.. RESERVE = 2.05' THRUST BLOCK1. _�_�_------------___ ---__-_---__ ------___--LOCATIONS OF ALL UTILITIES AND ALL ZONE 1/4" WEEPHOLE AROUND CC�NE" HI ALARM ON OVER VALVES (TYP.) 1 4" ORIFICE ALTERNATE TOP & BOTTOM INVERT LEVEL AT 5.27' LOCATION MAP NTS BUILDING SEWER OUTLETS AND ELEVATIONS 3' S=1% MIN. ECYCLE 3 PUMP ON 4"X2"TEES 60" O.C. WITH SHIELDS PRIOR TO INSTALLING ANY PORTION OF 4"SCH40 PVC PUMP 0.3 h 8" PUMP O� CHECK VALVES ' BOTTOM LEACHING LEVEL ,AT EL. 4.6' ASSESSORS MAP 185 PARCEL 24 SEPTIC SYSTEM � FAST® AND BALL VALVE 25' EA. RISER " LEACHING FIELD VARIANCES REQUESTED UNDER MAX. FEASIBLE 4 OSCH 40 PVC MANIFOLD INV. 4.3 COMPLIANCE 15.405: 1 ,500 GAL H-20 ST a�' a 3' la: REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO TEST T W/ MicroFAST 1.0®insert a ° 0 2"i)SCH40 PRESSURE LINE FROM PUMP PIT 4'); ST TO LOT LINE (10' TO 4') 1ES1 HOLE LOGS DUPLEX PUMPS PITCH 1b: REDUCTION IN SETBACK, SAS TO FNDN (20 TO 4') WaT�•►2TIE,rlIT .005 FT/FT MIN. 1i: REDUCTION IN GROUNDWATER SEPARATION (5 TO 3') 1500 GAL P/C H-20 MYERS SRM4 ON RAIL MOUNT LISA LYONS, RS 4 1 h: REDUCTION IN SEPARATION TO WATERLINE (WILL BE ENGINEER: MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) �btE2TIGzHT DUAL MYERS SRM4 do HP PUMPS RE-ROUTED AND SLEEVED) MOUNT ON MYERS CHAIN PULL STAINLESS 15.255(5): REDUCTION IN REMOVAL OF UNSUITABLE WITNESS: D. DESMARAIS, RS STEEL RAIL MOUNT SYSTEM FLOAT SWITCH 8" WORKING RANGE B 0 UYAN C 1 '%ALC U LATI O N S. SOIL, 5' TO 2' DATE: 8/17/05 SETTINGS: SET AS SHOWN HIGHEST MONITORING WELL READING TAKEN OVER FULL BARNSTABLE BOARD OF HEALTH REGS: LOW LEVEL ALARM ST1: U,'-IFT = 6' X 11' X 4.0 X 62.4 #/CU.FT = 16,473 LBS MOON CYCLE AT, #309 LONG BEACH ROAD (ACROSS ARTICLE 1, 360-1: SAS TO BE LESS THAN 100' TO PERC. RATE = < 2 MIN/INCH EMPTY WEIGHT = 23,000 LBS. O.K. STREET) = ELEVATION 1.6' COASTAL BANK (100' TO 69') AND MHW (100' TO 89' 1.5' ABOVE BOTTOM TANK I � ): SEPTIC SYSTEM SECTION P/C: UI LIFT 6' X 11' X 4.1' X 62.4 #/CU.FT = 16,885 LBS SEPTIC TANK TO COASTAL BANK (100 TO 82') , EMPTY.WEIGHT - 23,000 LBS. O.K. 15.102(2) & (3): SECOND TH NOT PERFORMED; 10' NOT 4" SCH 40 PVC MANIFOLD ATTAINED IN TH1 CLASS I solLs P# 11o5r - PRESSURE DOSE SPECIFICATIONS SCALE: NOT TO SCALE AGENT WAIVED PERFORATION SIZE 1/4" DIA, WITH ORENCO SHIELDS [� ELEV. SECOND TH AND !N ,• LOCUS LIES WITHIN 0" 7.6' PERC, AND OKAYED LATERALPERFORATION DIOAMETF.A� �, ,, 62" DIA)SOCH OE PVC SEE PLAN FLoo°zoNE A13 ELEV. 11 -0" MW GW ELEV. FROM 2" SCH 40 PVC ACROSS STREET AT FROM PUMP CHAMBER ACROSS #30 LONG BEACH TYP`PRESSURE MANIFOLD hl"M'E i I R: 4" DIA SCH40 PVC 0 ROAD 20 2'-10" TEST/C.o. TO FIN. 3„ GRADE FOR ALL SEE PIPING DETAIL LATERALS - PROM E ... ........... ... SWEEP ELBOWS AUGER HOLE PERFORMED 78.T "--^ "'. -:::':::':::::: ....::::..:.c,► ...... . A 2/24/06: L j 15 r» SUITABLE SOILS FOUND w 26" --LS TO ELEVATION -1.7 ......................... ............................... z NOTE: 30" COVER OVER DUPL X FUMPS WATER FOUND AT ELEV. 1.5 .................................................... .. w "5,.•.'. os. ,> z k 10YR 4 TDH 4 ...................... ................. W 10 ::::::.':::::::.:':::::.::::::. :::. . B NO ............... . 8 1/8" C.O. NGVD �, EWE :.:::.:::::::.::.:::::........ .::::::::.:'::'::: ::': .............. .::::: LS 5 `° .. ...................... ::..':.'::.':::.'.': ...... ... :................................... ..... 1. DATUM IS 24" , :.::: :::::::::'::':::':::`:::::::':.::.... ::':::.:.......:..:::. g 3. PRESSURE DOSED FIELD EXISTING C.O. ::::.. ;':::::..::::.'..::.:.. .......... ..:::::::..':::.. . ..... 7 2. MUNICIPAL WATER IS 14„ 10YR 5/2 6.4' ::.'.. ...'::.::.::.:..'::....... ... ...:::.:.:.'....'......... DIMENSIONS ::::. '. ::::.. .... ... .....':..':::.'.'::::..... „ 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. C 0 MANUF. LeBARON, BROCKTO�, MA 25 50 75 100 MODEL: LT 105 C.O. PLAN VIE LEACHING FIELD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H 20 WEIGHT: 430 LBS5. PIPE JOINTS TO BE MADE WATERTIGHT. PERC CAPACITY - GPM - - -1--- +, , Ms PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP A ACCESS COVE ( , - " .1 ORIFICE & ORIFICE SHIELD 1 =1O 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. TYP I C L ►:::::::: :::::::::: : .:• :• : T................. ENVIRONMENTAL CODE TITLE V. .. SCALE: 3/4" = 1'-0" ':::::::..:::.�:.. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 2.5Y 7/4 .::: ::::::::::.::::..-.. r .. I TO BE USED FOR ANY OTHER PURPOSE. NOTE: 30" RISER OVER DUPLEX PUMPS ,. :.:::.'...'..'...::: ., .'.....:-•::::... - / 2" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ,:.: " ORIFICE SHIELD os2oo .....,:::::.:.:.:::.:::::.:.:.:.:. ......::.......:.... ... _ : 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT NGWE 2.0 0 SCH-40 PVC LATERAL 0 E ::! _� " " o$ og o ao INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ORENCO SYSTEMS INC ::.-:.-.-::::::.•.•::::.•.•.•:::::..:::::::::::....... vim,, . 2 OF 1 8 TO, 2- DOUBLE 2 tz ,FROM .BOARD OF HEALTH. PH. 1-800-348-9843 .......:. .W......,..r...... .. ...... ..c. may....... . T I .. I1 Ali 1\A 1•_'. •S T.:.. '..y l'N . WASHED. STONE `� R EQUAL. _., .,,,.. ,,,..,.,, .:; .... .:... , . ..,. _. ,, _. \ r _ -,.---• -y,'.�` r. 4' S :ate i - „....•... ar _ _ _. t�Fkv .��`�:::.-::::.:•: � 2" LATERAL WITH i'" ;.} POUR 1.C) .Fi:.MIN:::..; 4" TO 1-1/2" DOUBLE 11 . INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM ORIFICES & SHIELDS 30 ::ps}:•:czarrc :: ''... .-I PITCH " WASHED STONE FOR PUMP INSTALLATION .� 1/4 ORIFICES 5 O.C. - O 1/4.0 HOLE AT 5' O.C. t -.: 005 FT/FT MIN. ALTERNATING TOP & BOTTOM 12. SIGNED MAINTENANCE CONTRACT REQUIRED TO BE SUBMITTED SNAP-ON ALTERNATE BETWEEN TOP SHIELD I -T & BOTTOM OF PIPE: vER � .:..� To PUMP 4 PRIOR TO ISSUANCE OF PERMIT C RI ...................................................'' ' '''' , IT CROSS SECTION LEACHING FIELD 13. PROVIDE STANDARD TESTING QUARTERLY FOR FIRST YEAR EXACT DIAMETER HOLES Cam' DRAINAGE SLOTS RVILLG SHOULD BE SHOP DRILLED WITH TE ` 1 CEN _ :::.. N.T.S. WITH RESULTS TO BE SUBMITTED TO HEALTH DEPT. A DRILL PRESS To ENSURE ,�-1 :'::'::':':':'::'.................•:•:•: , THE FOLLOWING PARAMETERS SHALL BE MONITORED: UNIFORMITY. REMOVE BURRS f ......•. : == I PH, BOD, TSS, TKN, NITRATES AND NITRITES EVERY PRIOR TO PLACING PIPE. ORIFICE SHIELD ' DETAIL r.... :&::QR(F{OE: ;.: Q t ........ ;�� .......i TIME THE SYSTEM IS MONITORED. THE WATER METER I ...... NOT ALLOWED NW r J SEPTIC DESIGN: (GARBAGE DISPOSER IS ) READING SHALL ALSO BE RECORDED. NOT TO SCALE M i.. ::..1 0 ........................................ 770 :•:..._.. ::::::::::::: z DESIGN FLOW: � BEDROOMS ( 110 GPD) - GPD 14. INSTALLATION TO BE IN ACCORDANCE WITH F.A.S.T. I':'::':':':':::. .•a A 770 GPD DESIGN FLOW SPECIFICATIONS AND CERTIFICATION BY F.A.S.T. SALT MARSH +::: _� H USE :....::.......'.:....::.':..:.':::::.:::::::. I REQUIRED CB1 ►..: ............................................ � �� { I 0 CL 1 �' ® RocK w :::: :::(n?}::::'::':•:':':.... :::.:24•:.:.:.:.I N o SEPTIC TANK: EOM BANK PNK CB 3 :.... ........... eo POFce = = • =• • •• USE A 1.0 MICROFAST SYSTEM (SEE DETAILS) LEGEND TCB 4 SO ................................... - :. ...' ---� LEACHING: 4 PARCEL 24 �SCFu 0 PVC ,C,ATERALS' :::'::::::::'::::: :::::I / TCB 5 11,500t SF :::::::::::::::::::.:::: SIDES: N/A �... • PROP. SEWER MANHOLE _ ::.... ....':'::'::.LEACirila�::I`iEi :+:::_ BOTTOM: 1047 SF x (0.74) 7 - s -----------. :.'J 4Oo WATER GATE -I N --- -- ------- TOTAL: 1047 S.F. 774 GPD FEMALE ADAPTOR & THREADED PLUG ++ O CATCH BASIN SCH 40 PVC USE PRESSURE DOSED LEACH FIELD OF 2 PERF. SCH. 40 PLAIN VIEW OF FIELD (TMI'• Borth ENDS) PVC PIPE WITH ORIFICE SHIELDS IN STONE (SEE DETAIL OF DIMENSIONS) EXIST. 4 UNIT CONDOMINIUM �� P L/-',i (7 BEDROOMS TOTAL) �- PIPING DETAIL, 220 PROPOSED CONTOUR ' TOP FNDN = 8.4' ."� -° PROVIDE CLASS 1 SOILS: 4 DOSES/DAY. 770/4= + DRAINBACK= +t.. DOSE. �- F A)Scel�.gDe5- CLEANOUTS ATDOSING CHAMBER: 770 GAL RESERVE: USE 1500 GAL. H-20 TANK FOR PUMP CHAMBER UTILITY POLE c° � p BENDS IN LINE NOT TO SCALE / Pi ptl > 0 FROM BLDG To /��� N1�/Do� USE MICROFAST 1.0 I A UNDER REMEDIAL PERMIT- 3' SEPARATION TO GW --a-- ORIFICE ON LATERAL ' PAVED BRICK STEPS WGuI 1�•WAL.1., SEPTIC TANK TITLE �/ /� �"+'�/'� PLAN A/ • CLEANOUT DRIVE LG SITE (,a/''�'v C.O. EXIST. -� VENT UP BLDG. AVE D K,5 c',+ OF DWELL J 1 � CHARCOAL FILTER DRIVE \48� EXISTING CONTOUR ' RE-ROUTE AND SLEEVE 306 LONG BEACH ROAD WATERLINE WHERE 50.5 PROPOSED SPOT GRADE IN THE TOWN OF: a ::.::... .-:::: WITHIN 10' 1COMPONENTS �p O .:.•::::::::::: ::',;;;i:;:::::.. :' ::•.....:.::.' ::. ::;; p�C FAST s�T RECYCLE LINE MANHOLE COVER SEE DETAIL (C E N T E R V I L L E) BAR N S TA B L E +49.40 EXISTING SPOT GRADE " ''`` + ::: :- :; ,:.`:-` MORTAR ALL COMPONENTS TYP. PREPARED FOR: BORTOLOTTI CONSTRUCTION ROUGEAU ............. ... .. . :•�:: S LL O(;P EXISTING CESSPOOL ' r:`. .::"`"'" . ;':.';; ,,.�•�''� 6 - _ , PROVIDE PAVED BERM TO / 24" I.D. PRECAST CONC. RISER AS REQ. �.' WALL t;y KEEP ROAD RUNOFF OFF ,/ 4'0 PRECAST DONUT 1" OVER FIELD 2O 20 40 60 .► DRIVEWAY " • ��, � '- 4 THICK 4000 PSI CONC W/WWF 0 E ELECTRIC LINE oO+ 6 �p �Lp � PROVIDE 2' REMOVAL OF .... 18"�s OBSERVATION HOLE IN CTR. 5 GRA G��� UNSUITABLE SOIL AROUND S SEWER LINE --�- PERIMETER OF SAS (AS FEASIBLE), LEACHING FIELD •°°' - W W- WATER LINE PAVEMENT DOWN TO SUITABLE SOIL LAYER. '°°' BOARD OF HEALTY. BENCH MARK - HYDRANT ON _ L AND REPLACE WITH CLEAN MED. SAND. STONE MA � SCALE: 1" = 20' DATE: REV 2NUA6Y(ADD'L VA 23, RIANCE) G GAS LINE TAG BOLT #384 ELEV. = 8.7 SAS RoA� PROVIDE APPROX. 198' OF 40 MIL 0 AIR VENT, FORCE AIR LINE B •e BELLS TO LINER AT 1' - 2' OFF PERIMETER 12" PERF. HDPE APPROVED DATE REV 2/24/06 (AUGER HOLE) G^�� 1 iMP OUT WELL REV 3/14/06 (I/A, PRESSURE DOSE) f O AASSPNEC. OF SAS. TOP AT ELEV. 5.6', 1;., SAND AT BOTTOM L.F. y 6 BOTTOM AT ELEV. 1.6' GAS GATE off 508-362-4541 ' FIRE HYDRANT 11 S P E C TI 0 N PORT DETAIL fox 508 362-9880 tiYo SITE PLAN. I A Nt w. TEST HOLE EXISTING SEPTIC SYSTEM IS IN AREA OF PROPOSED SYSTEM. ,7 rH1 LOCATION 1 = 20 MUST BE PUMPED AND REMOVED AND ALL CONTAMINATED NOT TO SCALE i`f down cape engineering, inc. OJALA ENE ,S,YQ O OF MW ® SOILS REMOVED AND REPLACED WITH CLEAN MED. SAND. CIVIL N %IA7� N, BEACH CIVIL ENGINEERS � ,� o dG #309 LONG No. 7'92 i ROAD c// LAND SURVEYORS � . 11/41 • 939 main st. armouth, ma 02675 OJALA, S. DATE SHEET 1 OF 2 05- 181 y I _ _ .. 0 16" (040.6cm) FAST®A►R LIFT (040.6cm) I ; NON-CORROSIVE _ ,.,., CLAMP EVERY 2 FT GASKET GASKET 1 I NON-CORROSIVE CLAMP EERY 2 FT Specifications For MicroFAST 1 . 0 Wastewater Treatment System AIRLIFT RISER RISER 1 . GENERAL 5. REMOTE MOUNTED BLOWER 9. WARRANTY NLET FAST io E SPLASH 2" AIR The contractor shall furnish and install (1) The blower shall be mounted remote, up to The manufacturer of the MicroFAST 1:0 UNIT �,^ PLATE UTLET 2" AIR SUPPLY MicroFAST 1 .0 treatment system as 100 feet (30.5 M) maximum with no more treatment system shall warrant for SUPPLY LINE AIRLINE LINE manufactured by Bio-Microbics, Inc. The than four elbows, from the MicroFAST unit eighteen months from the date of treatment system shall be complete with all on a contractor supplied concrete base. shipment or one year from the date GASKET GASKET needed equipment as shown on the drawings The blower must not set in standing water of start-up, whichever occurs first, M and specified herein. and its elevation must be higher than the that the equipment they provide will +r normal flood level. A two-piece, be free from defects in material and In-H 33t.5" NON-CORROSIVE The principal items of equipment shall rectangular housing shall be provided with workmanship. N� (83.8t1.3cm) NON-CORROSIVE CLAMP EERY 2 FT CLAMP EERY 2 FT include FAST System insert, insert lid (or leg tamper-proof screws. The discharge air 2s" extensions if that option is chosen), blower line from the blower to the MicroFAST shall In the event a mechanical component fails to (sscm) assembly, blower controls and alarms. The be provided and installed by the contractor. perform as specified or is proven FAST 0 MicroFAST 1,0 unit shall be situated within a defective in service during the AIR SUPPLY AIR LIFT 500 gallon minimum compartment tank, as warranty period, the manufacturer I .� FAST AIR LIFT OPTIONS shown on the plans, or in a 1250 gallon 6.TELE0TE?tFA I source should be within 150 shall repair or replace such defective PLAN VIEW (SEE NOTE 5) one compartment tank. Tank(s) must feet of the blower. Consult local code for parts. (Cost of labor on ' BLOWER conform to local, state, and all other NOT TO SCALE longer `wiring distances. All wiring must repair/replacement is not covered NON-CORROSIVE SEE DRAWIN applicable codes. The contractor shall conform to code. The Input power required under this warranty.) The replacement Hi hStren thFAST 01.0 L NOTES for the blower is 1 15 230 Volts, Single or repair of those items normally CLAMP EERY 2 FT. 9 9 provide coordination between the FAST / 9 �, » system and tank supplier with regard to Phase, 60 50 Hertz, 3.8 1.9 Full Load consumed in service such as air filter, (SEE AIR SUPPLY OPTIONS) 3 7.62cm) VENT Y PP 9 / / ( 1 . SECURE ORIGINAL 7 X 7 FOOT TO LEG EXTENSION etc., shall be considered as part of SEE DRAWING fabrication of the tank, installation of the Amps, minimum wire size is 14 A.W.G. TOP OF TANK FLUSH WITH BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE routine maintenance and upkeep. BOTTOM OF CONCRETE LID MicroFAST ®1.0 L FAST unit and delivery to the job site. (Locked Rotor Amps are 18.6/9.3). All LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE conduit and wiring between the electrical WITHIN 1 1/2' INCLUDED AND SHOULD BE USED ON EACH OF THE 2. OPERATING CONDTIONS It is not intended that the GASKET control panel (optional), the power supply, manufacturer assume responsibility for FOUR (4) CORNER LEG EXTENSIONS. The MicroFAST 1.0 treatment system shall be and the blower shall be furnished and contingent liabilities or consequential capable of treating the wastewater from all installed by the contractor. damages of any nature resulting from 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS facilities producing appropriate waste to I defects in design, material or - ONLY) TO THE BASE OF THE TANK. PLACE BOLTS develop and sustain a viable biomass. Waste workmanship,design, delays in delivery, AT OPPOSITE CORNERS OF THE LEG EXTENSION containing inhibitory substances is not The alarm system shall consist of a visual replacement, or otherwise. �; BASE. recommended for treatment in the FAST and audible alarm to indicate loss of power z system. Consult factory for proper sizing and 19 AbARklIpwer and/or high water level. A 3. TO ELONGATE FOOT PAST THE PROVIDED 12", CUT usage. manual silence switch is included. 10. FLOW AND DOSING THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO Wastewater treatment systems work best when 3. MEDIA SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE influent flow is delivered as consistently as The FAST media shall be manufactured of 8. INSTALLATION AND OPERATION TO THE DESIRED LENGTH AND SLIP THE. PIPE OVER possible. FAST systems have been successfully THE TOP AND BOTTOM CUT SECTIONS OF THE LEG rigid PVC, polyethylene or polypropylene and INaiRUG40► E st be done in accordance with designed, tested and certified recieving gravity, t it shall be supported by the polyethylene local codes and regulations. Installation of demand-based influent flow. When influent EXTENSIONS. P the MicroFAST 1 .0 shall be done in flow is controlled (either by pump or other N M insert. The media shall be fixed in position `O a; and contain no moving or wearing parts and accordance with the written instructions means to the FAST system to help with 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. ) Y P shall not corrode. The media shall be provided by the manufacturer. Operation highly variable flow conditions, then multiple designed and installed to ensure that manuals shall be furnished which will feedingevents should be used to help assure 500 GAL 1000 GAL E 5. THE AIR SUPPLY LINE INTO THE FAST® UNIT MUST P sloughed solids immediately descend through include a description of installation, even flow, optimum performance, and BE SECURED SO AS TO PREVENT DAMAGE FROM the media to the bottom of the septic tank. operation, and system maintenance reliability. PIPE VIBRATION. procedures. There shall be a separate 4. BLOWER manual for the installer, service provider, The MicroFAST 1.0 unit shall come equipped and owner, tailored to each. SETTLING TREATMENT with a regenerative type blower capable of delivering 32-36 CFM. The blower assembly ZONE ZONE IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT shall include an inlet filter with metal filter TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. element. IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE N pate 2-21-03 SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. D to - - ` BIO ICFROBICS MicrOFAST 1.0 ® BIO - MICROBIGS ELEVATION , N MicroFAST®1.0 1-800-753-FAST 3278 NOT To SCALE o Wb M� W - 2003 1-800-753-3278 FAST TIE DESIGN AND DETAII.OF THIS DRAWING IS TIE PROPERTY Of W0tl MIGROBICS.MIC.AND IS NOf town by ^�I _ Qo Bb-MkroWa..Yw. 2003 TO BE USED EXCEPT IN CONNECTION WITH OUR WORK. DESIGN AND R/VEMION RIGHTS ARE RESERVED. '•` - DIMENSIONS ARE IN INCHES UNLESS oTNERTrrsE NOTED. w � R Drawn by Q M I OINE+SIONS ARE IN INCHES UNLESS OTHERWISE NOTED. �J PUMP INSTALLATION 1" PEASTONE OVER GRAVEL- ROLLER COMPACTED 1. PRESSURE DOSING PUMPS SHALL BE MYERS SRM4 PUMPS OR EQUAL MOUNTED ON STAINLESS STEEL RAILS WITH STANDARD MYERS RAIL MOUNT SYSTEM OR EQUAL. NOS s" GRATE ANCHOR BOLTS ADDITIONAL FAST NOTES MATCH /REPRODUCE EXISTING GRADES PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS eoLr LEG EXTENSION SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER (6-034 ROUNDGRATE) SEE NOTE 2. To ORIGINAL FOOT. SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR W/9.1 SQ IN OPEN SURFACE SEE NOTE 1. 1 •BLOWER MUST BE WITHIN 100 FEET (30.5m) OF APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR AREA OR EQUIVALENT FAST ®UNIT AND USE A MAXIMUM OF 4 ELBOWS IN 0 + 2" (5cm) SEE NOTE 5 0 000000 0 0 00000000 FOR THE PUMP(S) IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. 1:25" 9» SEE THE PIPING SYSTEM (© 100 FT). FOR DISTANCES °°°°00°0°0°°°00 0 0 0 9.25" - ORIGINAL NOTE 4. ORIGINAL Foot Foor GREATER THAN 100 FT--CONSULT FACTORY. ° ° o °° o o00- 0 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN A UNIT IN AN s(3.2cm) (23.5cm) (22.9cm) �� ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND 7.25 BLOWER MUST BE LOCATED ABOVE NORMAL FLOOD LOCAL CODES AND REGULATIONS. THE PUMPS SHALL ALTERNATE. O O (18.4cm) t/�,� 4" SCHEDULE 40 LEVELS. 8" REPROCESSED ASPHALT GRAVEL L/ PVC PIPE MDPw M1.03.1 vIB. ROLLER COMPACTED PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT `v�� Cur 2 LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. 12" 3.875" SECTION VENT TO BE LOCATED ABOVE FINISH GRADE OR SECURED WITH (9.8cm) -� N PUMPS SHALL OPERATE FOLLOWING SEQUENCE: STAINLESS 420,3cm 8" (30.5cm) HIGHER TO AVOID INFILTRATION. CAP WITH 6 a. PUMPS OFF STEEL SCREWS , �l GRAVEL CR0SS SECTIONANCHOR BOLTS VENT GRATE W/AT LEAST 9.1 SQ. IN. OPEN b. LEAD PUMP ON 17" 9" SEE NOTE 2. SURFACE AREA. SECURE WITH� STAINLESS STEEL c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP ® PLAN VIEW NOT TO SCALE SUBSTITIUTES FOR FAILED PUMP) SCREWS (SEE HSF 1.0 X DRAJVING). �4� (43.2cm) (22.9cm) O d. PUMPS MUST ALTERNATE 6" DIA OR: NOTE: ASPHALT SIMILAR- 2" BINDER 1" TOP MASS TYPE 11 MIX. AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL. OBSERVATIONPROVIDED SIO RUN VENT TO DESIRED LOCATION AND COVER REMOVE AND REPLACE AS REQUIRED. ,Y PORT LEG EXTENSION LEG EXTENSION „ MODIFIED LEG EXTENSION OPENING WITH 4 VENT GRATE SECURE WITH 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEE NOTE 3. WITH 4" PVC PIPE STAINLESS STEEL SCREWS. VENT MUST NOT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED 6" (15.2cm) - ALLOW EXCESS MOISTURE BUILDUP OR BACK WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE PRESSURE: ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP FAILURE. 1.25 VENTS 1. SECURE ORIGINAL 7 X 7 FOOT TO LEG EXTENSION 3. ALL APPURTENANCES TO FAST ® 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY (3.2cm) " W/FAST LID BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE (e.g. SEPTIC TANK, PUMP OUTS, ETC.) MUST CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. •gyp 22.75 (57.8cm) LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE CONFORM TO ALL COUNTRY, STATE, INCLUDED AND SHOULD BE USED ON EACH OF THE PROVINCE, AND LOCAL CODES. BLOWER HOUSING BASE FOUR (4) CORNER LEG EXTENSIONS. DIMENSIONS SECTION A-A) 2. ANCHQR THE LEG EXTENSIONS (4 CORNER LEGS 4. BLOWER CONTROL SYSTEM BY BIO-- INSTALLER TO COORDINATE INSPECTIONS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS MICROBICS, INC. INSPECTION SCHEDULE. 24 HR. NOTICE REQUIRED. AT OPPOSITE CORNERS OF THE LEG EXTENSION 5. COPYRIGHT (C) 2003, BIO-MICROBICS, INC. 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL BASE. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION „ 6. MUST INCREASE TANK SIZE BY 20% IF IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. PLAN BLOWER W/ HOOD 3. TO ELONGATE FOOT PAST THE PROVIDED 12 , CUT MINIMUM OF 10 INCHES IS USED BETWEEN 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. TITLE SITE PLAN (BY 810-MICROBICS) THE 3.9 LEG EXTENSION IN THE CENTER INTO TWO 4. ENGINEER OR TOWN TO INSPECT TANKS TO ENSURE WATERPROOF. SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE THE UNIT AND THE BASE Of TANK. 5. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TO THE DESIRED LENGTH AND SLIP THE PIPE OVER CONSULT FACTORY FOR APP'�OVAL. TESTING PRIOR TO BACKFILLING THE SAS FIELD. OF ROAD THE TOP AND BOTTOM CUT SECTIONS OF THE LEG 7. THE PRIMARY COMPARTMENT MAY BE A 6. AN AS-BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE 306 LONG BEACH I \OAD 14 EXTENSIONS. SEPARATE TANK. OWNERS ENGINEER. IN THE TOWN OF: kf (35.6cm) 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. $. STAND UNIT UR LEG EXTENSIONS IN TANIKONELIMINATING USED NEEDTO (CENTERVILLE) BA I\ N ST/�U 5, VENT AVOID BE LOCATED ABOVE FINISH GRADE G HIGHER FOR LID. SEE DWG HSF 1 .0 X & F AND PREPARED FOR: B RTo LOTT� Co N STR U CTI O N RO U G EAU A TO AVOID INFILTRATION. CAP WITH 6" VENT GRATE W/AT m� LEAST 9.1 SQ. IN. OF OPEN SURFACE AREA. SECURE REFER TO INSTALLATION MANUAL FOR / WITH STAINLESS STEEL SCREWS (SEE HSF 1.0 L DWG). MORE DETAILS. CONCRETE OR BASE RUN VENT TO DESIRED LOCATION AND COVER OPENING 9.THE INFLUENT PIPE TEE SHALL BE FITTED 20 0 20 40 60 5' WITH 3" VENT GRATE. SECURE WITH STAINLESS STEEL WITH A PIPE CAP, OR THE BAFFLE THAT 4» (12.7cm) SCREWS. VENT MUST NOT ALLOW EXCESS MOISTURE SEPARATES THE TWO ZONES NEEDS TO BUILDUP OR BACK PRESSURE. EXTEND ALL THE WAY TO THE TOP OF THE BOARD of xEai.Tx , (10.2cm SCALE: 1 " = 20' DATE: JANUARY 23 2006 �11E'F - CONCRETE TANK. IF THE PIPE CAP OPTION ISMA REv 2/17/os (ADD'L VARIANCE) II I-I I I-I I BLOWER IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SU CT CHOSEN, THE BAFFLE MUST EXTEND PAST THE APPROVED DATE REV 2/24/06 (AUGER HOLE) I T I N M T RI AN WI H T N TI WATER LEVEL AT LEAST THREE INCHES AS REV 3/14/06 (I/A, PRESSURE DOSE) - HOUSING Date - SHOWN IN THE DRAWING. Orr soa-3s2-anal MicroFAST 1.0 & ELECTRICAL CONDUIT DIMENSIONS B 10- (To BLOWER MICMMR $ HighStrengthFAST®1.O X tax 508 362-9880AJA CONTROL SYSTEM) NOT TO SCALE Teo I � ZH OFS�eyH OF idASn 2 MIN. AIR PIPING 1-800-753-FAST(3278) AR �° .r'.I';S.. - M OnwN AKD DEDIL OP,HE ORMMNO a THE PROPER"OF.IG- Rl 10M.ARE 6 -n by T ) O ARNE H. �,/E �IZN'11r/� `{^ © RI.- Pw. ZOD3 BM1 .down cape engineering, inc. � OJALA yc•:`+/,�,11 o AL�1 TO EE ,IIED E chin IN CpN,ECTgN WRH OUR WORK.DESg11 AND MVDIIIONCIVI D111FN7.M3 ARE IN IICIIES UNLESS OTNEMSE NOTED. CIVIL ENGINEERS No. 3 2 a � l LAND SURVEYORS �o�� T S�ONA N D E NE H. OJA , 939 main st. yarmouth, ma 02675 P.L.S. DATE SHEET 2 OF 2 05- 181 ELECTRIC PANELS FOR BLOWER off, C.I. RING & COVER PUMPS & LEBARON LA0910 OR EQ. OVER FAST SYSTEM SEE DRAWING BUILDING MicroFAST 1.0 TYPICAL WHERE INDICATED CONTRACTOR CLEANOUT TO GRADE. INSIDE TO 2" RECYLE LINE TEES INTO DRILL 3/8" DRAINBACK HOLES 9F PROVIDE ALL REQUIRED TOP FNDN. AT EL. 8.4' CONDUITS AND CABLES. / IN TOP & BOTTOM OF RECYCLE LINE I qp RISER. PITCH BACK TOP C a ELECTRIC PERMIT REQ. H-20 CAST IRON COVERS EXISTING FOUNDATION(S) FROM TOWN. 24" H-20 MANHOLE COVER SYSTEM PROFILE 2 CU FT SYSTEM 1 lyl PROFILE 1 L BARD VENTS CONC. 30" COVER OVER DU EX PUMP SYSTEM (NOT TO SCALE) INSPECTION PORT: 1 REQUIRED VENT CEI RI N LA09110EOR EQ. OVER FEMALE ADAPTOR & THREADED PLUG R�JER SEE DETAIL CLEANOUT TO GRADE. 2.0"s� THREADED END CONNECTION p 24 I.D. RISERS AIR DUCT AND ELEC. CONDUIT ACCESS COVER (WATERTIGHT) TO 2% SLOPE REQUIRED OVER SYSTEM R`1 OP H-20 PRECAST EXIT THRU RISER = - TYPICAL WHERE INDIGATED �E R r. 8._0 WITHIN 6' OF FIN. GRADE {� 7 ON END SWEEP ELL/RISER G�i/ g�.C� 3 7.0' SCH 40 PVC ! Locus MONO o REDUCER 5.5'f* +� FAST 1.0 o a F C 2" SCH 40 PVC 90' ELBOW 5.6' / A/I UNIT c� NANTUCKET SOUND ---------------O-�� ---------------------------- ' 55'- 4" SCH40 AT 5% �0" 2 �SCH40 POUR 1.5 C11. FT. MLPL . ---- ------------- (2� MIN'.) 2.50 � CONC. °°. Opp 1000 GAL , 3000 PSI CO p 2.0"OSCH40 LATERAL .°,. po Opp poop p p ' * 500 GAL _ " THRUST BLOCK o o°p� pg p p o§ p THE INSTALLER SHALL VERIFY THE TREATMENT 2.25 77o GAL. RESERVE - 2.05 ", 4,6 2.20 1/4 WEEPHOLE AROUND CONNEC710ry ORISER - ---p------_--------- ------------------------- ------------- - --- ----0 LOCATIONS OF ALL UTILITIES AND ALL ZONE 11 HI ALARM ON OVER VALVES (TYP.) VARIES 1 4" ORIFICE ALTERNATE TOP & BOTTOM BUILDING SEWER OUTLETS AND ELEVATIONS 3' S=17o MIN 3 I T.- " " INVERT LEVEL AT 5.27' LOCATION MAP NTS PRIOR TO INSTALLING ANY PORTION OF 3SCH ECYCLE $ PUMP ON CHECK VALVES 4 X2 TEES 60 O.C. WITH SHIELDS 40 PVC UMP 0.3 h PUMP OFF AND BALL VALVE I BOTTOM LEACHING LEVEL AT EL. 4.6' SEPTIC SYSTEM BY FASTS ASSESSORS MAP 185 PARCEL 24 2.5' ! EA. RISER ; LEACI-�fN'G FIELD 4"OSCH 40 PVC MANIFOLD INV. 4.3 VARIANCES REQUESTED UNDER MAX. FEASIBLE 1 ,500 GAL H-20 ST �4, a2�° LE_ r � COMPLIANCE 15.405: TEST MOLE L0�,1"rJ W/ MicroFAST 1.O�insert � ° 2"�SCH40 PRESSURE LINE FROM PUMP PIT 3' 4'); ST TOTI00 ILINEE(1pCK�pS�� TO LOT LINE (10' TO DUPX PUMPS PITCH 1 b: REDUCTION IN SETBACK, SAS TO FNDN 20' TO 4' 1500 GAL PAC H-2O MYERS SRM4 ON RAIL MOUNT 065 FT/FT MIN. 1 is REDUCTION IN GROUNDWATER SEPARATION (5' TO 3') LISA LYONS, RS DUAL MYERS SRM4 MYERS HP PUMPS 1h: REDUCTION IN SEPARATION TO WATERLINE (WILL BE ENGINEER: MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) MOUNT ON MYERS CHAIN PULL STAINLESS RE-ROUTED AND SLEEVED) WITNESS: D. DESM'ARAIS, R'S t � ' FLOAT SWITCH 8" WORKING RANGE STEEL RAIL MOUNT SYSTEM ��l�'�TI O N�. 15.255(5): REDUCTION IN REMOVAL OF UNSUITABLE 8 17 05 SOIL, 5' TO 2' UYANCY CALL DATE: / / SETTINGS: SET AS SHOWN HIGHEST MONITORING WELL READING TAKEN OVER FULL BARNSTABE BOARD OF HEALTH BEGS: LOW LEVEL ALARM ST1: UPLIFT = 6 X 11' X 4.0 X 62.4 #/CU.FT = 16,473 LBS MOON CYCLE AT #309 LONG BEACH ROAD (ACROSS ARTICLE 1, 360-1: SAS TO BE LESS THAN 100' TO PERC. RATE _ < 2 MIN/INCH 1.5' ABOVE BOTTOM TANK EMPTY WEIGHT = 23,000 LBS. O.K. SEPTIC SYSTEM SECTION STREET) = ELEVATION 1.6' COASTAL BANK (100' TO 69') AND MHW (100' TO 89'); I 11051 P/C: UPLIFT - 6' X 11' X 4.1' X 62.4 #/CU.FT = 16,885 LBS SEPTIC TANK TO COASTAL BANK (100' TO 82') CLASS SOILS P# -- EMPTY WEIGHT = 23,000 LBS. O.K. PRESSURE DOSE SPECIFICATIONS 15.102(2) & (3): SECOND TH NOT PERFORMED; 10' NOT SCALE: NOT TO SCALE ATTAINED IN TH1 4' SCH 40 PVC MANIFOLD AGENT WAIVED PERFORATION SIZE: 1/4" DIA. WITH ORENCO SHIELDS 1 ELEV. SECOND TH AND LOCUS LIES WITHIN 0" 4 7 6' PERC, AND OKAYED PERFORATION SPACING: 60" (5') ON CENTER SEE PLAN FLOODZONE A13 ELEV. 11 MW GW ELEV. FROM LATERAL DIAMETER: 2" DIA SCH40 PVC 2" SCH 4o PVC FROM PUMP CHAMBER ACROSS STREET AT 0 #309 LONG BEACH TYP PRESSURE MANIFOLD DIAMETER: 4" DIA SCH40 PVC ROAD 20 2'-10" TE T/C_O. TO FIN. __ SEE PIPING DETAIL 3>, GR;�DE FOR ALL LATERALS - PROVIDE A AUGER HOLE PERFORMED SWEEP ELBOWS 78.7 2/24/06: LLJ io SUITABLE SOILS FOUND 15 26"' ..... .. .............. .....LS TO ELEVATION -1.7 ......... ...................................... WATER FOUND AT ELEV. 1.5' ? NOTE: 30 COVER OVER DUPL X PUMPS ' � 1OYR 4/4 5>.:.: .......................................... . 0 1 o To1-I _..... Q - - - - w B J '.'.'.'..'.'.'.'.'................................................ . NOTES: 8 1 8 _.......... ...... ... EWE / c o ....... LS o ( , 5 1 . DATUM IS NGVD 10YR 5/2 ;............. . :: 78.3 PRESSURE DOSED FIELD 2. MUNICIPAL WATER IS EXISTING 14" 6.4' C.O.co , ...:.:....... :"....... .............. :: -' DIMENSIONS 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. C o MANUF. LeBARON, BROCKTON, MA :.. •:•, ,.�•�� / 25 50 75 100 MODEL: LT 105 C.O.` "' 20 PLAN VIEW LEACHING FIELD WEIGHT: T 1 5 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- PERC CAPACITY - GPM 5. PIPE JOINTS TO BE MADE WATERTIGHT. MS PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP TYPICAL ACCESS COVER '�.-.. ORIFICE & ORIFICE SHIELD 1 " =10' .. ..-..: 0 BE IN ACCORDANCE WITH MASS. ......... .. 6. CONSTRUCTION DETAILS T .. .... ......... .... N.. ...... ..... ENVIRONMENTAL CODE TITLE V. SCALE: 3/4" = 1'-0" 1.... .:........::..... ..................I 2.5Y 7/4 .....o. ....'.'... .. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT I�� .� .........:.....I TO BE USED FOR ANY OTHER PURPOSE. NOTE: 30' RISER OVER DUPLEX PUMPS , r 2" 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 69" 1 .85' - ORIFICE SHIELD OS200 I NGWE �2:0 0 SCH-40 PVC LATERAL i:•::• :• .....................................I p 00 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ORENCO SYSTEMS INC _ 2" of 1 s" TO 1 2" DOUSE pg p0 p � INSPECTION BY BOARD OF HEALTH AND P'ERM`ISSION OBTAINED "r ,^� �T !F FROM BOARD OF- HEAI I PH. 'r-L3(�s3-7t5= B4W �...... .'.......... I U H P 2 OR EQUAL - _ ........ .. o 00 BOTTOM OF > I .....:... THRUST BtOGFC o JN, ELEVATION 12A - 1 l). Y Ll'M I' ck I v L is v v t_ L.\, I I . r - r� 2 LATERAL WITH - POU1Z..1CU .lT / 3/4" To 1�-1/2" DOUBLE 11 . INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM .GONG; I ORIFICE 5' & SHIELDS . ............•.•..:. ,, . PITCH 1/4" ORIFICES 5' O.C. WASHED STONE FOR PUMP INSTALLATION 1/4"0 HOLE AT 5' O.C. SNAP-ON I.......... . . ....... .:: ........... .005 FT/FT MIN. ::::.:. :::: :...: :............... ALTERNATING TOP & BOTTOM 12. SI"GNED MAINTENANCE CONTRACT REQUIRED TO BE SUBMITTED ALTERNATE BETWEEN TOP SHIELD 1....... - PRIOR TO ISSUANCE OF PERMIT & BOTTOM OF PIPE. ER TO PUMP *.`� DRAINAGE SLOTS [RIVER , PIT [` EXACT DIAMETER HOLES �E f ''• CROSS, SECTION LEACH I► G FIELD ELD 13. Pf OVIDE STANDARD TESTING QUARTERLY FOR FIRST 2 YEARS SHOULD BE SHOP DRILLED WITH ER VI L I T A DRILL PRESS To ENSURE CEN I :' N.T.S. WITH RESULTS TO BE SUBMITTED TO HEALTH DEPT. UNIFORMITY. REMOVE BURRS �I THE FOLLOWING PARAMETERS SHALL BE MONITORED: PRIOR TO PLACING PIPE. ORIFICE SHIELD DETAIL 1 J I i PH, B00, TSS, TKN, NITRATES AND NITRITES EVERY �••..pRIFICE & aRiFICE SHIELD ., 1 o TIME THE SYST EM IS MONITORED. THE WATER METER NOT To SCALE MNW I.••:_ J SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED ) READING SHALL ALSO BE RECORDED. �lll� 0 :i Q Z DESIGN FLOW: 7- BEDROOMS 1 1 0 GPD GPD 14. INSTALLATION TO BE IN ACCORDANCE WITH F.A.S.T. RSH �..:.:.:..:..:.:.....:....:.. :...._.:......:...:.:._..........................i 770 SPECIFICATIONS AND CERTIFICATION BY F.A.S.T. ol�SALT MA -�\ I, _L USE A GPD DESIGN FLOW CB1 :........ ...............................I REQUIRED 1 0, � ® C� �P�L TCB 2 : ...... 5 {TYP) .. 2 Oc_: ..� = o RO SEPTIC TANK: gpNK CB 3 _. ... .. BojTOM of c eP"1K ::.:.:.:.:. USE A 1 .0 MICROFAST SYSTEM (SEE DETAILS) LEGEND 1 TCB 4�OP :: 4 �+ :C�. C C LEACHING: PARCEL 24 .. .. �SCH40 •... TATERALS ............... ..... 11,500t SF .... .... .. .. .................. • PROP. SEWER MANHOLE I o ::::.::::::.: :...:..•:. ....... .... o...., TCB 5 .............. 1 SIDES: N/A LEACHING FIELD :.1 1047 SF x (0.74) 774 ..... ............... ......... - S ....... .............. ........ BOTTOM: 4Oo WATER GATE TOTAL: 1047 S.F. 774 GPD O CATCH BASIN o FEMALESCH ADAPTOR440 PVC THREADED PLUG USE PRESSURE DOSED LEACH FIELD OF 2" PERF. SCH. 40 EXIST. 4 UNIT CONDOMINIUM PLAN VIEW OF FIELD (TYP. BOTH ENDS) PVC PIPE WITH ORI"FICE SHIELDS IN STONE (SEE DETAIL OF DIMENSIONS) PROPOSED CONTOUR r (7 BEDROOMS TOTAL) PIPING DETAIL TOP FNDN = 8.4' �' PROVIDE CLASS 1 SOILS: 4 DOSES/DAY. 770/4= + DRAINBACK=220 GAL DOSE. _ CLEANOUTS AT ��' DOSING CHAMBER: 770 GAL RESERVE: USE 1500 GAL. H 20 TANK FOR PUMP CHAMBER UTILITY POLE BENDS IN LINE NOT TO SCALE FROM BLDG TO USE MICROFAST 1.0 I/A UNDER REMEDIAL PERMIT- 3' SEPARATION TO GW - -4- - ORIFICE ON LATERAL t PAVED BRICK STEPS SEPTIC TANK G.O. CLEANOUT DRIVE -- TITLE 5 SITE PLAN EXIST. �' 1 VENT UP BLDG. PAVED W of ROAD DWELL. ' j ' CHARCOAL FILTER DRIVE 306 06 \48� EXISTING CONTOUR RE-ROUTE AND SLEEVE 8 + • WATERLINE WHERE 50 5 PROPOSED SPOT GRADE 1 .r.° WITHIN 10' OF SEPTIC IN THE TOWN OF: CP 1 L -I T s/T SYSTEM COMPONENTS P f C FAS RECYCLE LINE MANHOLE COVER SEE DETAIL C E I V I E I \ �/ I L� BAR 1 V S # A B L E -I-49.40 EXISTING SPOT GRADE , _. ., - � ::: 5 6 AH �.►"' 12o•oOLL MORTAR ALL COMPONENTS (TYP.) PREPARED FOR: BORTOLOTTI CONSTRUCTION/ROUGEAU CP EXISTING CESSPOOL ' r - REQ. r.►r"' PROVIDE PAVED BERM TO • ...� � � 24" I D PRECAST CONC RISER AS KEEP ROAD RUNOFF OFF 4'0 PRECAST DONUT 1 ' OVER FIELD DRIVEWAY �4" THICK 4000 PSI CONC. W/WWF 20 0 20 40 60 E ELECTRIC LINE PIdE PROVIDE 2' REMOVAL OF = ,o o 18"0 OBSERVATION HOLE IN CTR. 6 5� GRAVELO _��- S SEWER LINE __.- _ , ,���� � UNSUITABLE SOIL AROUND "RING FIELD W W WATER LINE BENCH MARK - HYDRANT ON L -- " �-��G AND REPLACE DOWN PERIMETORSUUITAB E SOIL OF SAS (AS LAYER. LE,4 .°° BOARD OF HEALTH 1 " = 2O' c GAS LINE TAG BOLT #384 ELEV. = 8.7 ' y SAS OAp STONE REPLACE WITH CLEAN MED. SAND. SCALE: DATE: JANUARY 23, 2006 CH B WALLS TO PROVIDE APPROX. 198' OF 40 MIL MA REV 2/17/06 (ADD'L VARIANCE) 0 AIR VENT, FORCE AIR LINE /� BEAU BE LINER AT 1' 2' OFF PERIMETER 12" E ERF. HDPE APPROVED DATE REV 2/24/06 (AUGER HOLE) G `Q�V REPLACED OF SAS. TOP AT ELEV. 5.6', PUMI` OUT WELL REV 3/14/06 (I/A, PRESSURE DOSE) AS NEC. BOTTOM AT ELEV. 1.6 TO SAND AT BOTTOM L.F. REV 4/10/06 (REV. NOTE 13) GAS GATE N S P T PORTDETA off 508-362-4541 `m } y O FIRE HYDRANT I N I POI ♦ I fax 508 362 9880 w I . Y SITE PLAN TEST HOLE 4 x , TH1 LOCATION EXISTING SEPTIC SYSTEM IS IN AREA OF PROPOSED SYSTEM. 7 �I OF MW 0 1 " = 20' MUST BE PUMPED AND REMOVED AND ALL CONTAMINATED NOT To SCALE down cape engineering, inc. tiY0 SOILS REMOVED AND REPLACED WITH CLEAN MED. SAND. #309 LONG i BEACH ROAD CIVIL ENGINEERS LAND SURVEYORS 05- 181 939 main st. yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE SHEET 1 OF 2 ` 016" 016., (040.6cm) FAST®AIR LIFT (040.6cm) NON-CORROSIVE CLAMP EVERY 2 FT GASKET GASKET NON-CORROSIVE CLAMP EVERY 2 FT Specifications For MicroFAST 1 . 0 Wastewater Treatment System AIRLIFT RISER RISER 1. GENERAL 5. REMOTE MOUNTED BLOWER 9. WARRANTY FAST _ � SPLASH 2" AIR NLET UNIT M The contractor shall furnish and install (1) The blower shall be mounted remote, up to The manufacturer of the MicroFAST 1.0 N PLATE UTLET 2" AIR SUPPLY MicroFAST 1.0 treatments stem as 100 feet 30.5 M maximum with no more treatment system shall warrant for AIRLINE LINE manufactured LINE manufactured by Bio-Microbics, Inc. The than four(elbows,) from the MicroFAST unit eighteen months from the date of treatment system shall be complete with all on a contractor supplied concrete base. shipment or one year from the date GASKET GASKET needed equipment as shown on the drawings The blower must not set in standing water of start-up, whichever occurs first, M and specified herein. and its elevation must be higher than the that the equipment they provide will M 33"t.5" In normal flood level. Atwo-piece, be free from defects in material and (83.8t1.3cm) NON-CORROSIVE NON-CORROSIVE The principal items of equipment shall rectangular housing shall be provided with workmanship. CLAMP EVERY 2 FT CLAMP EVERY 2 FT include FAST System insert, insert lid (or leg tamper-proof screws. The discharge air 26" extensions if that option is chosen), blower line from the blower to the MicroFAST shall In the event a mechanical component fails to (66cm) assembly, blower controls and alarms. The be provided and installed by the .contractor. perform as specified or is proven FAST IF MicroFAST 1.0 unit shall be situated within a defective in service during the FAST® AIR SUPPLY AIR LIFT500 gallon minimum compartment tank, as warranty period, the manufacturer AIR LIFT OPTIONS shown on the plans, or in a 1250 gallon 6.Tff&E0_6RtFA I source should be within 150 shall repair or replace such defective PLAN VIEW (SEE NOTE 5) one compartment tank. Tank(s) must feet of the blower. Consult local code for parts. (Cost of labor on NOT TO SCALE BLOWER conform to local, state, and all other longer wiring distances. All wiring must repair/replacement is not covered NON-CORROSIVE SEE DRAWIN NOTES applicable codes. The contractor shall conform to code. The input power required under this warranty.) The replacement CLAMP EVERY 2 FT. HighStrength FAST 0 1.0 L provide coordination between the FAST for the blower is 115/230 Volts, Single or repair of those items normally (SEE AIR SUPPLY OPTIONS) /� system and tank supplier with regard to Phase, 60 50 Hertz, 3.8 1.9 Full Load consumed in service such as air filter, 3' (7.62cm) VENT 1 . SECURE ORIGINAL 7 X 7 FOOT TO LEG EXTENSION Y PP 9 / / TOP OF TANK FLUSH WITH SEE DRAWING fabrication of the tank, installation of the Amps, minimum wire size is 14 A.W.G. etc., shall be considered as part of MicroFAST ®1.0 L BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE FAST unit and deliver to the job site. routine maintenance and upkeep. BOTTOM OF CONCRETE LID LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE Y 1 (Locked Rotor Amps are 18.6/9.3). All WITHIN 1 1/2" conduit and wiring between the electrical GASKET INCLUDED AND SHOULD BE USED ON EACH OF THE 2. OPERATING CONDTIONS It is not intended that the control pane! (optional), the power supply, FOUR (4) CORNER LEG EXTENSIONS. The MicroFAST 1.0 treatment system shall be and the blower shall be furnished and manufacturer assume responsibility for capable of treating the wastewater from all installed by the contractor. contingent Liabilities or consequential II , I 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS facilities producing appropriate waste to damages of any nature resultin from - - ONLY) TO THE BASE OF THE TANK. PLACE BOLTS develop and sustain a viable biomass. Waste defects in design, material or AT OPPOSITE CORNERS OF THE LEG EXTENSION containing inhibitory substances is not The alarm system shall consist of a visual workmanship, or delays in delivery, F BASE. recommended for treatment in the FAST and audible alarm to indicate Loss of power replacement, or otherwise. z system. Consult factory for proper sizing and 19 ,obi gRMI19wer and/or high water level. A 3. TO ELONGATE FOOT PAST THE PROVIDED 12", CUT usage. manual silence switch is included. 10. FLOW AND DOSING THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO Wastewater treatment systems work best when 3. MEDIA SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER The FAST media shall be manufactured of 8. INSTALLATION AND OPERATION influent flow is delivered as consistently as _ rigid PVC, polyethylene or of ro polypropylene and possible. FAST systems have been successfully THE TOP AND BOTTOM CUT SECTIONS OF THE LEG 9 P YP PY IMATIRUG111045 st be done in accordance with designed, tested and certified recieving gravity, >; E EXTENSIONS. it shall be supported by the polyethylene local codes and regulations. Installation of insert. The media shall be fixed in position the MicroFAST 1 .0 ghall be done in demand-based influent flow. When influent flow is controlled (either by pump or other and contain no moving or wearing parts and 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. accordance with the written instructions means) to the FAST system to help with 0 17V shall not corrode. The media shall be provided b the manufacturer. Operation 500 GAL 1000 GAL designed and installed to ensure that P y highly variable flow conditions, then multiple E 5. THE AIR SUPPLY LINE INTO THE FAST® UNIT MUST manuals shall be furnished which will feeding events should be used to help assure sloughed solids immediately descend through include a description of installation, even flow, optimum performance, and CO BE SECURED SO AS TO PREVENT DAMAGE FROM the media to the bottom of the septic tank. operation, and system maintenance reliability. PIPE VIBRATION. y procedures. There shall be a separate 4. BLOWER manual for the installer, service provider, The MicroFAST 1.0 unit shall come equipped and owner, tailored to each. SETTLING TREATMENT with a regenerative type blower capable of ZONE ZONE IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT delivering 32-36 CFM. The blower assembly shall include an inlet filter with metal filter TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. element. IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE Date 2-21-03 SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. Date 2-21-0 BIO ICROBICS MicrOFAST 1.0 B I O N MicroFAST 1.0 ELEVATION I N C MICROBICS NOT TO SCALE 1-800-.753-FAST 3278 © Bio-MI°roble.. 2003 1-800-753-3278(FAST THE DESIGN AND DETAIL OF THIS DRAWING IS THE PROPERTY OF BIO-MICROBICS.INC.AND IS NOT raven by BM I © RIo-MI°roGe",b- 2003 TO BE USED EXCEPT IN CONNECTION WITH OUR WORK.DESIGN AND INVENTION RIGHTS ARE RESERVED. DINET+sIONS ARE BR INCHES uNl.Ess OTHERWISE NOTED- THE DESIGN AND DETNL.OF THIS DRAWING IS THE PROPERTY OF B10-MICROBICS.INC.AND IS NOT Drawn by Q MT TO 8E USED EXCEPT IN CONNECTION WITH OUR WORK:DESIGN AND INVENTION RIGHTS ARE RESERVED. IJ j ARE B!INCHTS UNLESS OTHERWISE NOTm: PUMP 'rN TAi LATICIN 1" PEASTONE OVER GRAVEL- ROLLER COMPACTED 1. PRESSURE DOSING PUMPS SHALL BE MYERS SRM4 PUMPS OR EQUAL MOUNTED ON STAINLESS STEEL RAILS WITH STANDARD MYERS RAIL MOUNT SYSTEM OR EQUAL. NDS 6" GRATE ANCHOR BOLTS ADDITIONAL FAST NOTES PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS 6-034 ROUNDGRATE SEE NOTE 2. BOLT LEG EXTENSION MATCH /REPRODUCE EXISTING GRADES QUIPMENT AND THE INSTALLER W*AR IN OPEN SURFACE A SEEONOTEA1.FOOT. 1 -BLOWER MUST BE WITHIN 100 FEET (30.5m) OF SHALL SPECIFICATIONS. PROVIDE THE ICESIGN OR TO ORDERING HOP DRAWINGSNOFETTHE ALL PUMPING EQUIPMENT FOR 2" (5cm) QUIVALENT FAST @UNIT AND USE A MAXIMUM OF 4 ELBOWS IN APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR 1.25" 5 SEE o o° ° ° o o°o° © ° ° FOR THE PUMP(S) IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. 9.25 9" fORIGINAL NOTE 4. ORIGINAL THE PIPING SYSTEM (@ 100 FT). FOR DISTANCES °° o°o°°°°°°o °°O°°°° (3.2cm) (23.5cm) (22.9cm) FOOT Foor GREATER THAN 100 FT--CONSULT FACTORY. °°°°°°o° °°°°o° ° 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN A UNIT IN AN 7.25 O BLOWER MUST BE LOCATEDABOV ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND 4" SCHEDULE 40(18.4cm) 8 REPROCESSED ASPHALT GRAVEL PVc PIPE LEVELS. LOCAL CODES AND REGULATIONS. THE PUMPS SHALL ALTERNATE. CUT2 MDPW M1.03.1 VIB. ROLLER COMPACTED PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT 12" ('.8c SECTION LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. SECURED WITH VENT TO BE LOCATED ABOVE FINISH GRADE ORSTAINLESS 8" (30.5cm) (9.8cm) � PUMPS SHALL OPERATE FOLLOWING SEQUENCE: HIGHER TO AVOID INFILTRATION. . CAP WITH 6STEEL SCREWS 20.3cm a. PUMPS OFF ANCHOR BOLTS VENT GRATE W AT LEAST 9.1 SQ. IN. OPEN GRAVEL CROSS SECTION TYP SEE NOTE 2. / b. LEAD PUMP ON 17" 91, ° PLAN VIEW SURFACE AREA. SECURE WITH STAINLESS STEEL c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP (43.2cm) (22.9cm) SCREWS (SEE HSF 1.0 X DRAWING). NOT TO SCALE SUBSTITIUTES FOR FAILED PUMP) 6" DIA OR. d. PUMPS MUST ALTERNATE 6" DIAOBSERVATION LEG EXTENSION PROVIDED 12"y L K RUN VENT TO DESIRED LOCATION AND COVER NOTE: ASPHALT SIMILAR- 2" BINDER 1" TOP MASS TYPE 11 MIX. AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL. LEG EXTENSION REMOVE AND REPLACE AS REQUIRED. SEE NOTE 3. MODIFIED LEG EXTENSION OPENING WITH 4" VENT GRATE. SECURE WITH 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT WITH 4".PVC PIPE STAINLESS STEEL SCREWS. VENT MUST NOT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED 6" (15.2cm) ALLOW EXCESS MOISTURE BUILDUP OR BACK WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE NOTES PRESSURE. ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP FAILURE. 1.25" VENTS s ELECTRIC PERMIT REQUIRED. (3 2cm) 1. SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSION 3. ALL APPURTENANCES TO FAST ® 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY W/FAST LID BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE TYP 22.75" (57.8cm) LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE (e.g. SEPTIC TANK, PUMP OUTS, ETC.) MUST CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. CONFORM TO ALL COUNTRY, STATE, EX FOUR (4) CORNER LEG EXTENSIONS. BLOWER HOUSING BASE INCLUDED AND SHOULD USED ON EACH OF THE PROVINCE, AND LOCAL CODES. DIMENSIONS (SECTION A-A) 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS 4. BLOWER CONTROL SYSTEM BY 1310- ONLY) TO THE BASE OF THE TANK. PLACE BOLTS MICROBICS, INC. INSPECTION SCHEDULE. 24 INSTALLER HR. NOTICE REQUIRED. AT INATE INSPECTIONS AT OPPOSITE CORNERS OF THE LEG EXTENSION 5. COPYRIGHT C 2003, BIO-MICROBICS, INC. 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. BASE. ( ) 6. MUST INCREASE TANK SIZE BY 2Q� IF 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION BLOWER W/ HOOD 3. TO ELONGATE FOOT PAST THE PROVIDED 12", CUT IS TO BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. PLAN BLOWER B{0-MICROOD MINIMUM OF 10 INCHES 15 USED BETWEEN 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. TITLE SITE PLAN THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO THE UNIT AND THE BASE OF TANK. 4. ENGINEER OR TOWN TO INSPECT TANKS TO ENSURE WATERPROOF. SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE 5. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER OF TO THE DESIRED LENGTH AND SLIP THE PIPE OVER CONSULT FACTORY FOR APPROVAL. 306 r LONG 0 N f BEACH ROAD � THE TOP AND BOTTOM CUT SECTIONS OF THE LEG TESTING. PRIOR TO BACKFILLWG THE SAS FIELD. V I V 7. THE PRIMARY COMPARTMENT MAY BE A 6. AN AS-BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE 14" EXTENSIONS. SEPARATE TANK. OWNERS ENGINEER. IN THE TOWN OF: (35.6cm) 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. 8. FOUR LEG EXTENSIONS MAY BE USED TO 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER STAND UNIT IN TANK ELIMINATING NEED (C E NTE RVI LLE) BARN STABLE A A TO AVOID INFILTRATION. CAP WITH 6" VENT GRATE W/AT FOR LID. SEE DWG HSF 1 .0 X & F AND PREPARED FOR: BORTOLOTTI CONSTRUCTION/ROUGEAU LEAST 9.1 SQ. IN. OF OPEN SURFACE AREA. SECURE REFER TO INSTALLATION MANUAL FOR CONCRETE WITH STAINLESS STEEL SCREWS (SEE HSF 1.0 L DWG). MORE DETAILS. BASE I r OR RUN VENT TO DESIRED LOCATION AND COVER OPENING 9.THE INFLUENT PIPE TEE SHALL BE FITTED 20 0 20 40 60 5' WITH 3" VENT GRATE. SECURE WITH STAINLESS STEEL WITH A PIPE CAP, OR THE BAFFLE THAT 4" (12.7cm) SCREWS. VENT MUST NOT ALLOW EXCESS MOISTURE SEPARATES THE TWO ZONES NEEDS TO (10.2cm) 1 BUILDUP OR BACK PRESSURE. BOARD OF HEALTH 11 EXTEND ALL THE WAY TO THE TOP OF THE - - CONCRETE TANK. IF THE PIPE CAP OPTION IS SCAL 20> DATE: JANUARY 23, 2006 -_ MA BLOWER IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUB CT CHOSEN, THE BAFFLE MUST EXTEND PAST THE APPROVED DATE ' "' ( »• �,,; REV 2/17/06 (ADD'L VARIANCE) III-1 I I ,III-I I (-III-I ( (-III TO DESIGN AND/OR MATERIAL 3 REV REV (I/A, PRESSURE DOSE) CHANGE WITHOUT NOTICE. WATER LEVEL AT LEAST THREE INCHES AS REV / (AUGER HOLE) HOUSING Date 2-21- SHOWN IN THE DRAWING. ELECTRICAL CONDUIT D I M E N S I O N S _ MicroFAST 1.0 & (TO SYSTEM) t MtGRC)B�GS D®HighStrengthFAST�11.0 X Off 508-3s2-as4, v�H° M�s , TO BLOWER 13`O fax 508 362-9880 BE 2" MIN. AIR PIPING NOT TO SCALE 1-800-753-FAST(3278) © M_A%°.*In.I- 2003 /�7 }J cape Q Q/](� /)p j j J j� o A,yRy N �H. �� A N THE D6ION AND DEsvl aF,HTs Orr rANR:a,IE T'ROPETt1Y of BW-WCR00"I W AND IS NOT TOWD BMI down wn li Glp 1.n Ill 1.e ing, ill C. �� 0JALA +^I H' TO BE USED EXCEPT IN CONNECTION WITH OUR WORK.DESIGN AND INVIDIWN RIONB ARE RESERVED. 111 p,y�\ +1 }pq DIMET+sIONs ARE w BRGTIEs UNLESS 0nMW'LSE NOTED- W t✓I Y'.1. 0 `LA CIVIL ENGINEERS < �o. 3 2 ' LAND SURVEYORS °"'Ssr sTS n ���� �D ki 05- 18 1 939 main st. yarmouth, ma 02675 1NE H. OJAL ., P.L.S. DATE SHEET 2 OF 2 - ELECTRICi�h PANELS FOR EBARON LA09110 OR EQ. OVER FASTP SYSTEM BLOWER r �e cti SEE DRAWING CLEANOUT TO GRADE. INSIDE BUILDING MIcroFAST 1.0 TYPICAL WHERE INDICATED CONTRACTOR TO DRILL3/8" DRAINBACK HOLES PROVIDE ALL REQUIRED 2" RECYLE LINE TEES INII TOP FNDN. AT EL. 8.4' CONDUITS AND CABLES. RISER. PITCH BACK TO PC IN TOP & BOTTOM OF RECYCLE LINE i ELECTRIC PERMIT REQ. H- EXISTING FOUNDATION 20 CAST IRON COVERS S) FROM TOWN. 24" H-20 MANHOLE COVER SYSTEM PROFILE / 2 CU FT CJ,3'f 1 VENTS / - - INSPECTION PORT: 1 REQUIRED VENT C.I. RING & COVER NER i CONC. 30" COVER OVER DU LEX PUMP SYSTEM (NOT TO SCALE) LEBANIO LTO GRAPE.OR EQ. OVER FEMALE THREADED END CONNECTION R & THREADED G R SEE DETAIL CLETYPICAL WH RE NDICATED ON END SWEEP EL RISER GE / 9� ROPo ACCESS.COVER (WATER1l':HT) TO - 2% SLOPE REQUIRED OVER SYSTEM � 24" I.D. RISERS AIR DUCT ND ELEC. CONDUIT +t- H-20 PRECAST EXIT THRURISER WITHIN 6" OF FIN. GRADE' SCH 40 PVC -� LOCUS �oNo REDUCER * O� 5 8 t " FAST 1.0 o a>wQ C 2"OSCH 4i; PVC 90' ELBOW ----------- ------------ ----___- _ � 5-6------- - ` NANTUCKEr SOUND A/I UNIT a z Z"0SCH40 1 55'- 4 SCH40 AT 5% I 10" '-->� POUR 1.5 CU. ' T. MIN. .• ---- - _ - CIO (2% MIN.) 2.50' -�- ----- . 3000 PSI CONC. . 0 2.0"OSCH40 LATERAL .... ------0--=---- o C 0� �' 4.6' SER THRUST BLOCK L' ---- ------------ ----------- ___ ----�---� --� LOCATIONS OF ALL*THE INSTAH ER UTILITIES I AND ALL 500 GAL 1000 GAL 2 25' 2 20' 77o GAL RESERVE = C>-2.05' 1/4" WEEPHOLE AROUND CONNECTION V R TES ' (TYP.) VARIES ' , 1 4" ORIFICE ALTERNATE TOP & BOTTOM � INVERT LEVEL AT 5.27' LOCATION MAP NTS Hi ALARM ON -OVER VALVES ASSESSORS MAP 185 PARCEL 24 BUILDING SEWER OUTLETS AND ELEVATIONS 3' S=1% MIN. 3" PUMP ON � '•.T. - 4"X2"TEES 60" O.C. WITH .SHIELDS ' BOTTOM LEACHING LEVEL AT EL. 4.6' PRIOR TO INSTALLING ANY PORTION OF 4"SCH40 PVC RECYCLE 8" CHECK VALVES SEPTIC SYSTEM UMP 0.3 h puMp OFF AND BALL VALVE' BY FAST® 2.5, EA. RISER LEACHING FIELD 4"OSCH 40 PVC MANIFOLD INV. 4.3 VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: ' 1a: REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO o a o a 4i 3 4'); ST TO LOT LINE (10' TO 4') 1 ,500 GAL H-20 ST 2"m.:CH40 PRESSURE LINE FROM PUMP PIT , TEST HOLE LOGS w/ MicraFAsr 1.0®insert - � ° � ° � PITCH 1b: REDUCTION IN SETBACK, SAS TO FNDN (20' TO 4) 1n1A►T�✓LT16�1!'r DUPLEX PUMPS 005 FT/FT MIN. 1i: REDUCTION IN GROUNDWATER SEPARATION (5' TO 3') / 1500 GAL P/C H-20 MYERS SRM4 ON RAIL MOUNT 1h: REDUCTION IN SEPARATION TO WATERLINE (WILL BE ENGINEER: LISA LYONS, RS W, tRf2-TlczNT DUAL MYERS SRM4 4Ao HP PUMPS MECHANICAL COMPACTION k 6" STONE (TYP.) 310 CMR 15.228(1) RE-ROUTED AND SLEEVED) D. DESMARAIS, RS SMOUNT ON MYERS TEEL RAIL MOUNT CHAIN PULL STAINLESS 1 OIL, 5 ' REDUCTION IN REMOVAL OF UNSUITABLE WITNESS: BOUYANCY CALCULATIONS: S°", 5' To r 8 17 05 " ' FLOAT SWITCH 8" WORKING RANGE DATE: / / SETTINGS: SET AS SHOWN HIGHEST MONITORING WELL READING TAKEN OVER FULL BARNSABLE BOARD OF HEALTH PEGS: LOW LEVEL ALARM ST1: UPLIFT = 6 X 11' X 4.0 X 62.4 #/CU.FT = 16,473 LBS MOON CYCLE AT #309 'LONG BEACH ROAD (ACROSS ARTICLE 1, 360-1: SAS TO BE LESS THAN 100' TO PERC. RATE _ < 2 MIN/INCH 1.5' ABOVE BOTTOM TANK EMPTY WEIGHT = 23,000 LBS. O.K. STREET) = ELEVATION 1.6' COASTAL BANK (100' TO 69') AND MHW (1 DO- To 89'); SEPTIC SYSTEM STE11/1 SECTION. P/C: UFLFT = 6' X 11' X 4.1' X 62.4 #/CU.FT = 16,885 LBS SEPTIC TANK TO COASTAL BANK (PERF TO D, CLASS I SOILS P# 11051 EMPTY WEIGHT 23,000 LBS. O.K. PRESSURE DOSE SPECIFICATIONS 15.102(2) & (3): SECOND TH NOT PERFORMED; 10` NOT SCALE: NOT TO SCALE 4" SCH 40 PVC MANIFOLD ATTAINED IN TH1 AGENT WAIVED - PERFORATION SIZE: 1/4" DIA. WITH ORENCO SHIELDS LOCUS LIES A13 E 1 ELEV. SECOND TH AND PERFORATION SPACING: 60" (5') ON CENTER SEE PLAN FLooDZONE A13 ELEV. 11 2" SCH 40 PVC O" 7.6' PERC, AND OKAYED LATERAL DIAMETER: 2" DIA SCH40 PVC FROM PUMP CHAMBER MW GW ELEV. FROM MANIFOLD DIAMETER: 4" DIA SCH40 PVC ACROSS STREET AT TYP PRESSURE #309 LONG BEACH 20 O ROAD I 2'_10" TEST/C.O. TO FIN. SEE PIPING DETAIL GRADE FOR ALL St LATERALS - PROVIDE SWEEP ELBOWS 78 7 to A AUGER HOLE PERFORMED 2/24/06: w 75 26" �: SUITABLE SOILS FOUND w .................... LS _ �- t;i TO ELEVATION 1.7 ... ...................... NOTE: 30" COVER OVER DUPL X FUMPS .,. ....................: ...:::.::'.'. 1�•:..:....... :............................................ .. ............................ cu. WATER FOUND AT ELEV. 1.5' ...::::::.'.'::.'.'.'.'...:':::.5:'::.'.::::'::::....:.':::::'.:...:::::.'::. ::.:::.':.'..:.'.'.'.':. ::..'.....:.. .. 10YR 4 4 - ........... .. g o 10 TOH . ...................... ..................•....... ..:::::::::::.:::.':::::::: w ............. ....................................................... .......................................... NOT B .. .......................................... Q EWE :::::: ,::::::.'.'...::::::::::.':............ . .... .:::::::.'::....:::::::::: :. ::::.':::::::::::. .. ..................... ...... ....................... NGVD LSo ........................ ... 5 ...... ... ............................... .................... 1 . DATUM IS 24" ; ::::: ::::::::: ::::::=: N:::.:::::::`''''�a.3: PRESSURE DOSED FIELD MUNICIPAL WATER IS EXISTING 1OYR 5/2 .... DIMENSIONS 2. MU G.O. ... ;.......::.:::..:........:.•:.._.. ..................... 14 6.4 ..... ............... ................. C ••••• ••--•• - -�""�"" 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. MANUF. LeBARON, BROCKTON, MA """" ° N VIEW LEACHING FIELD 20 MODEL LT 105 C.O. "'--""'- LA 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H=' 25 50 75 100 _ WEIGHT: 43o Les 5. PIPE JOINTS TO BE MADE WATERTIGHT. PER CAPACITY - GPM _- _ MS CURVE FOR MYERS SRM4 4 10 HP PUMP �/ p r.. ''' .... ORIFICE & ORIFICE SHIELD 1" =10' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. PUMP CUR 1 1 PICAL ACCESS COVER f:; .:: :.:.:.::.:.:.:.:.:.:.i ENVIRONMENTAL CODE TITLE V. " _ 1•_0» 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT SCALE: 3/4 , • TO BE USED FOR ANY OTHER PURPOSE. 2.5Y 7/4 t . NOTE: 30" RISER OVER DUPLEX PUMPS •' 2" :::':'' ........ _ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. z ' " I '"'`" "' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT r " _ UZI ORIFICE SHIELD OS200 r ...................................... .•.. o - IN"SPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED T 1. ... .:::::.::::.::...':::::..':. .. v` 2" NvWE - ORENCO SYSTEMS INC 2.0 0 SCH 40 PVC LATERAL � """""""'•"""""" "" :::::::::.::::.:::::::::.::::::::... :'.:: ~� WASHED STONE 1 2" DOUBLE FROM BOARD OF HEALTH. PH. 1-800-•348-9843 ...,................ .... a_ I T'• r t.. : ... .................. ..... c rtC" I 1 rr R F UAL. ,.......... . ____ ..,..;•: ..... �._ gOTrnM ,.. T_.� _ _.'i_:.W.0 Q �.. •l. 1 r ELEC I KICHL_ JYs I t rvJst I iu. .Nhst :..::1 ---.- 1 i uuutss.t �NJ I A�LEP- t t� GONr IRM ADEQUACY 0 500Q,P$}.Ci?h(C .. :..::.:.:.:' ORIF .E5 & SHIELDS ,HED STONE ........... FOR PUMP INSTALLATION " , ............................ ..:•.i .�� PITCH 1/4" ORIFICES 5` O.C. .005 FT/FT MIN. 1/4 0 HOE AT 5 O.C. t ALTERNATING TOP & BOTTOM Vw<A 12. SIGNED MAINTENANCE CONTRACT REQUIRED TO BE SUBMITTED SNAP-ON ALTERNATE BETWEEN TOP SHIELD .:....'...:........::....:::::..........'..I " " PRIOR TO ISSUANCE OF PERMIT & BOTTOM OF PIPE. R t 1 r r :::':':':'::::::':':':':::'::':. :' :': :':':'::..... TO PUMP RIB '-''-' - PIT CR 0SS SECTI ON LEACHING FIELD 13. PROVIDE STANDARD TESTING QUARTERLY FOR FIRST YEAR EXACT DIAMETER HOLES ''�� DRAINAGE SLOTS ........................• ...VI��E C I WITH RESULTS TO BE SUBMITTED TO HEALTH DEPT. SHOULD BE SHOP DRILLED WITH TER _ N.T.S. BEN i: -���'��'�'�'�'�'��'�-�•���•��--�'�'•'•'•••�''���" �••''-''-��''' THE FOLLOWING PARAMETERS SHALL BE MONITORED: A DRILL PRESS TO ENSURE "" BOD TSS, TKN, NITRATES AND NITRITES EVERY fin UNIFORMITY. REMOVE BURRS t.. PH, ' :.::::.:-.:::....:::...... .:::: .......•... PRIOR TO PLACING PPE. ' O�If'�E:&:':4R �E:SH �: ::':::_:':::'::::� TIME THE SYSTEM IS MONITORED. THE WATER METER ORIFICE SHIED DETAIL o SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) READING SHALL ALSO BE RECORDED. NOT TO SCALE ME{W r.:. : . ......................................... :::':.'.':.':.'.'::.':::.'.':.'.'.':::::.'.'.'.'::.'.':.'.i - 770 ►:::: :.._:.� Q z DESIGN FLOW: BEDROOMS ( 110 GPD) - GPD 14. INSTALLATION TO BE IN ACCORDANCE WITH F.A.S.T. ..................................... .................................... -••••••--••••••••••••••-•-•••••••-•• SPECIFICATIONS AND CERTIFICATION BY F.A.S.T. a H USE A GPD DESIGN FLOW SALT MARSH 1... . : :::::':::::::';:':':::::::': ::'::::::::.... L 770 ---�� ::::: REQUIRED Cq ce 1 ::::::::.'.; ..::::::..::::::::::::::.':.........:::.:.:.:. M ...... ...................................... .I .................................. ....................................................... ..•..............•.•...,..................... „' ROCK WAIL TCB 2 5::(TYR : i N o SEPTIC TANK: gAD1K ® CB 3 60 oM NK USE A 1.0 MICROFAST SYSTEM (SEE DETAILS) POFC CA LEGEND TCB 4�0 - o :. :.. .......... LEACHING: PARCEL 24 :::: '�i5CH4f PVC-4 ATERALS .-:-:::':::::::::::::: .I 4 . 11,500t SF ...............................................................:::::.:::::'.......:':::'... .::' TCB 5 ::::I SIDES: l`l,/A r PROP. SEWER MANHOLE 1 0 _ .. .................................... .... � ::-:•:::-::•::•:: '.-:.'.:'::.-.'.•..:.............................1 1047 SF x (0.74) - 774 LfACNINf...................................... + BOTTOM: s ........... J �0o WATER GATE - - ' o, TOTAL: 1047 S.F. 774 GPD TO FEMALE ADAPTOR & THREADED PLUG USE PRESSURE DOSED LEACH FIELD OF 2" PERF. SCH. 40 CATCH BASIN o. SCH 40 PVC TA ExisT. 4 uNrr coNDOMINIUM ,,.� PLAN VIEW OF FIELD (�• BOTH ENDS) PVC PIPE WITH ORIFICE SHIELDS IN STONE (SEE DETAIL OF DIMENSIONS) -}---- PROPOSED CONTOUR 1 (7 BEDROOMS TOTAL) D E TA I L TOP FNDN = 8.4�„ �� PROVIDE CLASS 1 SOILS: 4DOSES/DAY. 770/4= + DRAINBACK=220 G^•�. 'DOSE. J CLEANOUTS AT DOSING CHAMBER: 770 GAL RESERVE: USE 1500 GAL. H-20 `TANK FOR PUMP CHAMBER UTILITY POLE �' / / �P1�PnSED� S� BENDS IN INE TO NOT TO SCALE USE MICROFAST 1.0 I/A UNDER REMEDIAL PERMIT- 3' SEPARATION TO GW - --o-- ORIFICE ON LATERAL 1 PAVED �, BRICK STEPS W�� t:c7.Wgt u SEPTIC TANK TITLE 5 SITE PLAN DRIVE 0C.O. CLEANOUT EXIST. ' VENT UP BLDG. VED DRIVE K 5 OF DWELL. CHARCOAL FILTER 306 LONG BEACH ROAD \48� EXISTING CONTOUR ' �y RE-ROUTE AND SLEEVE 1 ' S + . WATERLINE WHERE :;.; :: p WITHIN 10' OF SEPTIC IN THE TOWN OF: 50.5 PROPOSED SPOT GRADE 1 � �--•-� "�'" .....:::. ::..:.::::�::�-:':-:.::::• :::�:;;:;;:;�: � �: :; SYSTEM COMPONENTS cop ..,.:.._.:.. ..::::::.: .... ...: A (CENTERVILLE) BARNSTABLE : ..: .... ::::::::::::::.:::°::.. ::.;::tc•::•::•:: p�C FAST S� RECYCLE LINE _:...:.... E L ::::::•._:::• ;:' ::... MANHOLE COVER SE DETAIL 49.4EEXISTING ._.�.:.�::.::.�::• ............._..: � -I- i TING SPOT GRADE ::.._:::: ::-;..... ;.: :c-: :: ::::;:::- 0d Exs ::;.::.::.:::::::: ... PREPARED FOR: BORTOLOTTI CONSTRUCTION/ROUGEAU AH ._........ ...... -:... .....�� -�- MORTAR ALL COMPONENT;, (TYP.) , _,.. 12 0 - i :..,-::::':::•:::::::::.:.,' ALL riC + : .+ PROVIDE PAVED BERM TO 24" I.D. PRECAST CONC. RISER AS REQ. (;P EXISTING CESSPOOL T ` WALL �:�_ KEEP ROAD RUNOFF OFF F f/4'0 PRECAST DONUT 1" OVER FIELD 20 0 20 40 60 _ DRIVEWAY / 4" HICK 4000 PSI CONC. W/WWF E ELECTRIC LINE 11 00' 6 ��p��c. �LpR PROVIDE 2' REMOVAL OF `' 18"0 OBSERVATION HOE IN CTR. .... UNSUITABLE SOIL AROUND -r�� _- LEACHING FIELD •••• BOARD OF HEALTH _ S SEWER LINE -'G PAVEMENT DOWNETORS°UTABLE SOILFLAY LAYER. SCALE; 1 - 20' DATE: JANUARY 23, 2006 --W W- WATER LINE BENCH MARK - HYDRANT ON _ L �'�- AND REPLACE WITH CLEAN MED. SAND. REV 2/17/06 (ADD'L VARIANCE) G GAS LINE TAG BOLT #384 ELEV. = 8.7 SAS OAp STONE PROVIDE APPROX. 198' OF 40 MIL AV� R WALLS TO 1z2" PERF. HDPE APPROVED DATE REV 3/14/06 (AUGER HOLE) BE � LINER AT 1' - 2 OFF PERIMETER PUMP OUT WELL REV 3/14/06 (I/A, PRESSURE DOSE) 0 AIR VENT, FORCE AIR LINE �VG �� REPLACED OF SAS. TOP AT ELEV. 5.6', LD AS NEC. BOTTOM AT ELEV. 1.6' TO SAND AT BOTTOM L.F. � GAS GATE fa�362-9880 � C1f�IJ�,i q� FIRE HYDRANT I I S P E C TI-O N PORT DETAIL ���� SITE PLAN A�2Nl H. EXISTING SEPTIC SYSTEM IS IN AREA OF PROPOSED SYSTEM. ANIr NOT TO SCALE down cape engineering, in c. OJALA THt TEST HOLE q..P LOCATION 1" = 20' MUST BE PUMPED AND REMOVED AND ALL CONTAMINATED CIVIL v' cn tiY0 0 OF MW ® SOILS REMOVED AND REPLACED WITH CLEAN MED. SAND. 309 LONG •: No. 792 � ri #EACH CIVIL ENGINEERS ROAD e LAND SURVEYORS th ma 02675 OJALA, .S. DATE SHEET 1 OF 2 05- 181 939 main st. yarmou , r - - 016" 016" (040.6cm) FAST®AIR LIFT (040.6cm) NON-CORROSIVE CLAMP EVERY 2 FT GASKET GASKET NON-CORROSIVE CLAMP EVERY 2 FT Specifications For MicroFAST 1 . 0 Wastewater Treatment System AIRLIFT RISER RISER 1. GENERAL 5. REMOTE MOUNTED BLOWER 9, WARRANTY FAST SPLASH 2" AIR The contractor shall furnish and install (1) The blower shall be mounted remote, up to The manufacturer of the MicroFAST 1.0 7 NLET UNIT N PLATE UTLET 2" AIR SUPPLY MicroFAST 1 .0 treatment system as 100 feet (30.5 M) maximum with no more treatment system shall warrant for AIRLINE SUPPLY LINE manufactured by Bio-Microbics, Inc. The than four elbows, from the MicroFAST unit eighteen months from the date of rL[CLINE treatment system shall be complete with all on a contractor supplied concrete base. shipment or one year from the date E GASKET GASKET needed equipment as shown on the drawings The blower must not set in standing water of start-up, whichever occurs first, ;n M and specified herein. and its elevation must be higher than the that the equipment they provide will _H normal flood level. Atwo-piece, be free from defects in material and n 33"t.5" NON-CORROSIVE The principal items of equipment shall rectangular housing shall be provided with workmanship. N 1`1 (83.8t1.3cm) NON-CORROSIVE CLAMP EVERY 2 FT CLAMP EVERY 2 FT - include FAST System insert, insert lid (or leg tamper-proof screws. The discharge air 26" extensions if that option is chosen), blower line from the blower to the MicroFAST shall In the event a mechanical component fails to (66cm) assembly, blower controls and alarms. The be provided and installed by the .contractor. perform as specified or is proven FAST ® MicroFAST 1 .0 unit shall be situated within a defective in service during the FAST® AIR SUPPLY AIR LIFT 500 gallon minimum compartment tank, as warranty period, the manufacturer AIR LIFT OPTIONS shown on the plans, or in a 1250 gallon 6.TEELECTRtFA I source should be within 150 shall repair or replace such defective PLAN VIEW (SEE NOTE 5) one compartment tank. Tank(s) must feet of the blower. Consult local code for parts. (Cost of labor on NOT TO SCALE BLOWER conform to local, state, and all other longer wiring distances. All wiring must repair/replacement is not covered NON-CORROSIVE SEE DRAWIN applicable codes. The contractor shall conform to code. The input power required under this warranty.) The replacement CLAMP EVERY 2 FT. Hi hStren thFAST®1.0 L NOTES for the blower is 1 15 230 Volts, Single or repair of those items normally 9 9 provide coordination between the FAST / 9 (SEE AIR SUPPLY OPTIONS) 3' (7.62cm) VENT " system and tank supplier with regard to Phase, 60/50 Hertz, 3.8/1.9 Full Load consumed b service such as air filter, 1 . SECURE ORIGINAL 7 X 7 FOOT TO LEG EXTENSION etc., shall be considered as art of SEE DRAWING fabrication of the tank, installation of the Amps, minimum wire size is 14 A.W.G. p TOP OF TANK FLUSH WITH BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE routine maintenance and upkeep. BOTTOM OF CONCRETE LID MicroFAST 01.0 L FAST unit and delivery to the job site. (Locked Rotor Amps are 18.6/9.3). All LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE conduit and wiring between the electrical WITHIN 1 1/2" 9 INCLUDED AND SHOULD BE USED ON EACH OF THE 2. OPERATING CONDTIONS It is not intended that the GASKET control panel (optional), the power supply, 19 FOUR (4) CORNER LEG EXTENSIONS. The MicroFAST 1.0 treatments stem shall be manufacturer assume responsibility for Y and the . blower shall be furnished and contingent liabilities or consequential capable of treating the wastewater from all installed by the contractor. damages of any nature resulting from 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS facilities producing appropriate waste to - - ONLY) TO THE BASE OF THE TANK. PLACE BOLTS develop and sustain a viable biomass. Waste defects in design, material or AT OPPOSITE CORNERS OF THE LEG EXTENSION containing inhibitory substances is not The alarm system shall consist of a visual workmanship, or delays in delivery, � BASE. recommended for treatment in the FAST and audible alarm to indicate loss of power replacement, or otherwise. Z system. Consult factory for proper sizing and 19 AbARotcpwer and/or high water level. A 3. TO ELONGATE FOOT PAST THE PROVIDED 12 , CUT usage. manual silence switch is included. 10. FLOW AND DOSING THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO 3. MEDIA Wastewater treatment systems work best when SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE The FAST media shall be manufactured of 8. INSTALLATION AND OPERATION influent flow is delivered as consistently as TO THE DESIRED LENGTH AND SLIP THE PIPE OVER possible. FAST systems have been successfully THE TOP AND BOTTOM CUT SECTIONS OF THE LEG rigid PVC, polyethylene or polypropylene and XURW6404S st be done in accordance with designed, tested and certified recieving gravity, EXTENSIONS. it shall be supported by the polyethylene local codes and regulations. Installation of demand-based influent flow. When influent N M insert. The media shall be fixed in position the MicroFAST 1 .0 shall be done in flow is controlled (either by pump or other and contain no moving or wearing parts and accordance with the written instructions 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. means) to the FAST system to help with shall not corrode. The media shall be provided by the manufacturer. Operation g highly variable flow conditions, then multiple designed and installed to ensure that 500 GAL 1000 GAL 5. THE AIR SUPPLY LINE INTO THE FAST® UNIT MUST manuals shall be furnished which will feeding events should be used to help assure DO BE SECURED SO AS TO PREVENT DAMAGE FROM sloughed solids immediately descend through include a description of installation, even flow, optimum performance, and -N the media to the bottom of the septic tank.PIPE VIBRATION. operation, and system maintenance reliability. 4. BLOWER procedures. There shall be a separate ,4- manual for the installer, service provider, The MicroFAST 1.0 unit shall come equipped and owner, tailored to each. SETTLING TREATMENT with a regenerative type blower capable of ZONE ZONE IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUBJECT delivering 32-36 CFM. The blower assembly shall include an inlet filter with metal filter TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. element. IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE N Date 2-21-03 SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. r v Date2-21-03 BIO ICROBICS MicrOFAST 1.0 ELEVATION I N D BIO MICROBIC S MicroFAST®1.0 1-800-753-FAST 3278 NOT TO SCALE 1-800-753-3278 FAST p eb-w..�.ew.I".. zoos THE DESIGN AND GET IN OF THIS DRAWING IS THE PROPERTY OF TRO-MICROeK INC. 3. AND IS NOT fawn by TO EIE USED EXCEPT IN CONNECTION wRll OUR WORK. DESIGN AND D"ENTION RIGHTS ARE RESERVED. © O,1-- 2003 BMI ult DeEoaslDNs ARE RN wcECS Nss oTHERwrsE NOTED, ;o usED IX�f N c°`oN�cra°RN"w"�MJOn�IS THEoRopcv N ADCInS NDARE IS ar RES �. Drawn by BMI DIMENSIONS ARE W INCN"UNU3S DTNERWISE NdIID. PUMP INSTALLATION 1" PEASTONE OVER GRAVEL- ROLLER COMPACTED 1. PRESSURE DOSING PUMPS SHALL BE MYERS SRM4 PUMPS OR EQUAL MOUNTED ON STAINLESS STEEL RAILS WITH STANDARD MYERS RAIL MOUNT SYSTEM OR EQUAL. NOS 6" GRATE ANCHOR BOLTS BOLT LEG EXTENSION ADDITIONAL FAST NOTES MATCH /REPRODUCE EXISTING GRADES PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS 6-034 ROUNDGRATE sEE NOTE 2. SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER ( ) TO ORIGINAL FOOL W/9.1 SQ IN OPEN SURFACE SEE NOTE 1• 1 -BLOWER MUST BE WITHIN 100 FEET (30.5m) OF SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR 2" (5cm) AREA OR EQUIVALENT FAST ®UNIT AND USE A MAXIMUM OF 4 ELBOWS IN APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR " N SEE NOTE 5 SEE O o°0000 0 0 °o°o 0 o FOR THE PUMP(S) IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. 1.25" 9.25 9 THE PIPING SYSTEM (� 100 FT). FOR DISTANCES O 0 0 0°0° ° O °°°°° ORIGINAL NOTE 4. 4f---- ORIGINAL O ° ° ° ° 0 ° ° ° ° (3.2cm) (23.5cm) (22.9cm) ��©� Foor FOOT _ GREATER THAN 100 FT--CONSULT FACTORY. ° o 0 0 ° ° 0 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN A UNIT IN AN 7.25 BLOWER MUST BE LOCATED ABOVE NORMAL FLOOD ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND (18.4cm) O 4" SCHEDULE 40 _ 8" REPROCESSED ASPHALT GRAVEL LOCAL CODES AND REGULATIONS. THE PUMPS SHALL ALTERNATE. PVC PIPE LEVELS. MDPW M1.03.1 VIB. ROLLER COMPACTED PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT 12" 3.875" CUT 2 VENT TO BE LOCATED ABOVE FINISH GRADE OR LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. SECURED WITH 9.8cm _�. STAINLESS 420'.3cm� 8" (30.5cm) ( ) PUMPS SHALL OPERATE FOLLOWING SEQUENCE: HIGHER TO AVOID INFILTRATION. CAP WITH 6STEEL SCREWS a. PUMPS OFF T ANCHOR BOLTS VENT GRATE W/AT LEAST 9.1 S0. IN. OPEN GRAVEL CROSS SECTION b. LEAD PUMP ON SEE NOTE 2_ 17" g" ® SURFACE AREA. SECURE WITH STAINLESS .STEEL c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP PLAN VIEWL c NOT TO SCALE SUBSTITIUTES FOR FAILED PUMP (43.2cm) (22.9cm) � SCREWS (SEE HSF 1.0 X DRAWING). ) d. PUMPS MUST ALTERNATE .. NOTE: ASPHALT SIMILAR- 2" BINDER 1" TOP MASS TYPE 11 MIX. AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL. PORT IRVATION LEG EXTENSION LEG�EXTEENSION RUN VENT TO DESIRED LOCATION AND COVER REMOVE AND REPLACE AS REQUIRED. PORT OPENING WITH 4" VENT GRATE. SECURE WITH 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEE NOTE 3. MODIFIED LEG EXTENSION WITH 4".PVC PIPE STAINLESS STEEL SCREWS. VENT MUST NOT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED 6" (15.2cm) ALLOW EXCESS MOISTURE BUILDUP OR BACK WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE PRESSURE. ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP FAILURE. NOTES ELECTRIC PERMIT REQUIRED. 1.25" VENTS 1 SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSION 3. ALL APPURTENANCES TO FAST ® 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY (3.2cm) W/FAST LID BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE (e.g. SEPTIC TANK, PUMP OUTS, ETC.) MUST CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. Np 22.75" (57.8cm) LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE CONFORM TO ALL COUNTRY, STATE, BLOWER HOUSING BASE FOUR (4) CORNER LEG EXTENSIONS. PROVINCE, AND LOCAL CODES. DIMENSIONS (SECTION A-A) 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS 4. BLOWER CONTROL SYSTEM BY BIO- ONLY) TO THE BASE OF THE TANK. PLACE BOLTS MICROBICS, INC. INSPECTION SCHEDULE. 24 INSTALLER NOTICE REQUIRED. E INSPECTIONS AT OPPOSITE CORNERS OF THE LEG EXTENSION 5. COPYRIGHT (C) 2003, BIO-MICROBICS, INC. 1. OWNERS ENGINEER TO INSPECT UNSUITABLE SOIL REMOVAL PRIOR TO THE PLACEMENT OF THE CLEAN SAND FILL. BASE. 2. OWNERS ENGINEER TO INSPECT WHEN CLEAN FILL HAS BEEN BROUGHT IN. BOTTOM OF LEACHING FIELD ELEVATION 6. MUST INCREASE TANK SIZE S B IF IS E BE CERTIFIED PRIOR TO THE PLACEMENT OF THE DOUBLE WASHED STONE. TITLE SITE PLAN BLOWER W/ HOOD 3. TO ELONGATE FOOT PAST THE PROVIDED 12", CUT MINIMUM OF 10 INCHES IS USED BETWEEN 3. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. (BY BIO-MICROBICS) THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO THE UNIT AND THE BASE OF TANK. 4. ENGINEER OR TOWN TO INSPECT TANKS TO ENSURE WATERPROOF. SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE 5. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER OF TO THE DESIRED LENGTH AND SLIP THE PIPE OVER CONSULT FACTORY FOR APPROVAL. TESTING PRIOR TO BACKFILUNG THE SAS FIELD. 306 LONG BEACH ROAD THE TOP AND BOTTOM CUT SECTIONS OF THE LEG 7. THE PRIMARY COMPARTMENT MAY BE A 6. AN AS-BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE 14" EXTENSIONS. SEPARATE TANK. OWNERS ENGINEER. IN THE TOWN OF: (35.6cm) 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. 8. FOUR LEG EXTENSIONS MAY BE USED TO 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER 'STAND UNIT IN TANK ELIMINATING NEED (CENTERVILLE) BARN STABLE A A TO AVOID INFILTRATION. CAP WITH 6" VENT GRATE W/AT FOR LID. SEE DWG HSF 1 .0 X & F AND PREPARED FOR: BORTOLOTTI CONSTRUCTION/ROUGEAU LEAST 9.1 SQ. IN. OF OPEN SURFACE AREA. SECURE REFER TO INSTALLATION MANUAL FOR CONCRETE WITH STAINLESS STEEL SCREWS (SEE HSF 1.0 L DWG). MORE DETAILS. OR BASE RUN VENT TO DESIRED LOCATION AND COVER OPENING 9.THE INFLUENT PIPE TEE SHALL BE FITTED 20 0 20 40 60 1- 5' WITH 3" VENT GRATE. SECURE WITH STAINLESS STEEL WITH A PIPE CAP, OR THE BAFFLE THAT 4" (12.7cm) SCREWS. VENT MUST NOT ALLOW EXCESS MOISTURE SEPARATES THE TWO ZONES NEEDS TO (10.2cm) I i BUILDUP OR BACK PRESSURE. EXTEND ALL THE WAY TO THE TOP OF THE BOARD OF HEALTH �-_- _= II=I I 7, r, - CONCRETE TANK. IF THE PIPE CAP OPTION IS SCALE: 1 " = 20' DATE: JANUARY 23, 2006 III-I I III I _ CHOSEN, THE BAFFLE MUST EXTEND PAST THE APPROVED DATE REV 2/14/06 (AUGE VARIANCE) BLOWER IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE SUB CT MA REV 2/24/06 (AUGER HOLE) T I N N M RI W H T N TI WATER LEVEL AT LEAST THREE INCHES ASREV 3/14/06 (I/A, PRESSURE DOSE) I- HOUSING p _ _ SHOWN IN THE DRAWING. ELT DIMENSIONS ApLn MicroFAST 1.0 & ROBICS HighStrengthFAST®1.0 X off 508-362-4541 TO BLOWER fax 508 362-9880 2" MIN. AIR PIPING CONTROL SYSTEM) NOT TO SCALE N c o N P o R A T e o �,ZH OF MAS ON OF 044s, 1-800-753-FAST(3278) �°ti o ARNE H. G ARNE z down cape engineering, in e. �� OJALA nlE Dow AND DETAa or r+s ORAMYq a lll[PRDPERTr 0►ea-uoEDwm AND Is Nm n H. �DYIflCO'," "o;,ER,R,g I .DmI..I AND.A,�N,nN AIM �' BMI C I V I y d ALA " N CIVIL ENGINEERS No. 3 2 0, 6 LAND SURVEYORS �oF S Te /ONA E 05- >8 1 939 main st. yarmouth, ma 02675 `NE H. OJAL ., P.L.S. DATE SHEET 2 OF 2