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0085 OCEAN AVENUE - Health
85 OCEAN AVE. , HYANNIS A= 305-003 1 i i III i 1 i i i I No. LON FeeTHE CO MASSACHUSETTS Entered in computer: - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal 6pstrin Construction 3pPrmit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) Complete System ❑Individual Components Location Address or Lot No. � OG>;-,k hrtL Owner's Name,Address,and Tel.Ntq 7 L 1 clo Assessor's Map/Parcel A 3jv 0V / J d�3i� lC� �, , � j* Llf fV ciJ�ay L' Installer's Name,Address,an Tel.N Designer's Name,Address,and Tel.No. (fJV)171 o.pnd�/ �dc, (✓c�' '��. �.x•�c,r�% {.�fjt�,i�{,•y(�•syt,. 7 �O�y' T' Type of Building: I / Dwelling No.of Bedrooms J Lot Size ��� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 3D and Plan Date A4 2A 51 -Number of sheets 7- Revision Date �-- Title Size of Septic TankType of S.A.S. 17 � � ''+ rGt��. {r- Description of Soil i�- aah Nature of Repairs or Alterations(_Answer when applicable) f „)-y kL- 6?JPG Z�s(��+� ;�,T� ✓) G�i, Date last inspected: jo ✓ 2-0) p 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 alth. Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ' 0 Date Issued 5 s r. y nPA No. a�' �O v Fee THE CO ON 4 04SSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS rr application for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( !) Upgrade Abandon( ) Complete System ❑Individual Components Location Address or Lot No. OC f-,q Art, Owner's Name,Address,and Tel.N�-,717 110 � y Assessor's Map/Parcel Al'r SUS Installer's Name,Address,an4 Tel.No. Designer's Name,Address,and Tel.No. (y��v 771..15 Cy ,,`` l4 r N a �o S Type of Building: Dwelling No.of Bedrooms 3 Lot Size drZ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers(' Cafeteria YP g ( ) ( ) Other Fixtures Design Flow(min.required) 3 U gpd ' Design flow provided 3 U d Plan Date 114 -�,k �7 QLQ Number of sheets Z Revision Date L� N t Title r,: v5 �7 � b el", Or Size of Septic Tank v f Type of S.A.S. 12r�X P a`h rn y {/'Description of Soil ! -r G Y a 4 ti Nature of Repairs or Alterations(Answer when applicable) r n I^l L t B Y! `h✓1 G t St/p�� ,,,� 7b el -t yy i - Date last inspected: c ✓-- . � � fir. j 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 alth. �gned Date , Application Approved bye.. Date a�► /�'/ Application Disapproved by Date for-the following reasons ' l Permit No. 0 Date Issued 5112 15 -------------------------------------------------------------------------------- ------------ ---------- ---------------------- ((, THE, iuS S COMMONWEALTH OF MASSACHUSETTS f j- y ) BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned(I )by at / V•P _ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.c'G/GJ —/�"dated / Installer Designer #bedrooms Approved design flow, gpd The issuance of this e ion as desi ned. Date 1 b�it shall not be construed as a guarantee that the system wi fu-h t1 Inspector � �. No. 0 / !�" Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) System located at C p r1,„ t,,p 41(=r_ ��f and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Constructionimust be completed within three years of the date of this permit. Date /�S/� Approved by Town of Barnstable fig.: . w �Op�HE Tp�y R��Llllatory 'Services. Richard V.Scali,Interim Director BARNSTABLE, ` •_-. . . MAMA , g Public Health DiVi-sion �p 639 .�0 n nnA�A Thomas McKean,Director 200 Mail)Street,Hyannis,MA 02601 . 508- Office: 308-R62-4t44 5AX: - 790-5304 InstaMr&D6M0!er Certification Form Date: -11/6/2019 Sewage Permit# M19-190 Assessor-s Map\Parcel 305/003 Designer: Baxter-Nye Engineering&:Surveying Installer: Robert B. Our, Inc Address: 78 North Street Address: 24 Great Western Roadf' 'Hyannis,-MA 02601 Harwich, MA. 02645 On May 29,2019 Robert B.Our,_. was issued a permit to install a (date) (installer) septic system at 85 Ocean Avenue,Hyannisport, MA_ based on a design drawn liy (address) Baxter-Nye Engineering""&Surveying dated May 8,2019 (designer) X I certify that the septic system,referenced above was installed substantially according to the design, ;which,inay include iunor appr9ve hanges such as lateral relocation of the distribution box and/or septic tank. Strip out. (if_required) was inspected and the soils were found satisfactory: _ I -certify that the septic system referenced above was installed with i<riajoi changes ( :e: greater than 10' lateral relocation;of the SAS or.any vertical relocation.of any.component oft septic syste►n)but:iri accoidance.with'State & Local Regulations. P.lan,revlsion:or certified as-bpilt �y designer to-follow. Strip otrt(if required)was inspected.and the soils were found satisfactory: I certify that the system refer enced above \vas.cons_tructed nee with the terms' of t BA approval letters 1f a licable u oF'''�Ss Pp ( PP ) STEPHEN , D.- cvi MATSON � CIVIL (Installer's ignature) ivo.46s4s ,•r0 T� Co �F GISTF.� SSIONAL ENG ( esigner's Sigmtur') (Affix Designe amp Here) 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 BAR INSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:%epticMesigner Certifieation Fonn Rev 8-14-13.doc Jo S-- Doi Commonwealth of Massachusetts Title 5 Official Inspection Form �e Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Ave 4:- Property Address J. Brian O'Neill Owner Owner's Name �4a information is T, required for every Hyannis Ma 02601 10/31/2018 ,, page. City/Town State Zip Code Date of Inspection ;K, 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 A. Inspector Information Sly 13y4W filling out forms on the computer, use only the tab Sean M. Jones key to move your Name of Inspector cursor-do not S.M.Jones Title V Septic Inspection use the return Company Name key. 74 Beldan Lane r� Company Address Centerville Ma 02632 City/Town State Zip Code � 508-658-3456, 774-248-4850 SI 4522 sean@smjonestitle5.com 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 10/31/2018 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 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 16 f f Commonwealth of Massachusetts Title 5 Official Inspection Form to Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 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 dwelling!located at 85 Ocean Ave Hyannis is served by a Title V septic system consisting of a 2000 gallon septic tank, distribution box and a precast leach pit. The system was found to be in proper working condition at the time of inspection. 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 �4 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y� 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. CitylTown 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 16.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 f usetts Commonwealth of Massach p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No El ID Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow ❑ ® 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form e Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. City/Town 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? ® ❑ 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)] t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 Commonwealth of Massachusetts I Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is Hyannis Ma 02601 10/31/2018 required for every y page. Cityrrown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 6 Number of bedrooms (actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 660 gpd Description: Number of current residents: 2 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 Seasonaluse? ® Yes ❑ No Water meter readings, if available (last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current Date t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form io Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 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: Tank pumped at time of inspection Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 2000 gallons How was quantity pumped determined? size of tank Reason for pumping: routine maintenance 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 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name • information is required for every Hyannis Ma 02601 10/31/2018 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: unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 1 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints ok, no leaks or blockages. Vented through roof t5insp.doc•rev.7126/2018 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 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: .5 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: 2000 gallons Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 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? Tank pumped at time of inspection Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): tank was pumped at time-of.,inspection for routine maintenance. Tank is h-20 in paved driveway with steel covers intact. tank was structurally sound and not leaking. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. 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 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 l5insp.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 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. City/Town 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 0" 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.): Distribution box was video inspected and found level and in good condition with no rot. Water level was even with outlet invert with no signs of past backup. 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 a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owners Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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.): * 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: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: 15insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. CityrTown State Zip Code Date of Inspection D. 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.): s.a.s. consists of a precast h-20 leach pit. Pit had 1' standing water with a stain line 1' higher. Pit has steel cover. 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form i> Subsurface Sewage Disposal System Form -Not for Voluntary Assessments a 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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 (E,A2A�Fi 1>1 p � o At Z) 6 Z o S30 AZ Z-' 6 la L 37 �� 32 14�- 1 13' `4 k �J A"f Lfi 52 l5insp.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 1 ! Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill . Owner Owner's Name information is Hyannis Ma 02601 10/31/2018 required for every y page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12'+ 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: 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: Groundwater elevation was established by accessing Town of Barnstable groundwater contour maps. 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 C Commonwealth of Massachusetts Title 5 Official Inspection Form i� Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Ave Property Address J. Brian O'Neill Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 t t Town of Barnstable Barnstable ti Regulatory Services Department j w`caC j HARNSTast E, " . ,. Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas A.McKean,CHO FAX: 508-790-6304 CERTIFIED MAIL#7015 1730 0001 4987 9330 November 7, 2018 O-NEILL, J BRIAN & MIRIAM P 2701 RENAISSANCE BOULEVARD, FOURTH FLOOR KING OF PRUSSIA, PA 19406-2781 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE 5 The septic system located at 85 Ocean Avenue (Cottage), Hyannis,MA was inspected on 10/31/2018 by Sean M. Jones, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of 1995 TITLE V (310 CMR 15,00) due to the following: • Single Cesspool. You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE B ARD OF HEALTH cKean, R.S., CHO Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\85 Ocean Avenue(Cottage) Hyannis.doc r - - v T �TFIE T Town of Barnstable 9$ MARS 'IN Regulatory Services Department rED MA'l� . . Public.Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Richard Scali,Director FAX: 508-790-6304 Thomas�A-McKean,CHO Feb 6, 2007 Rev. 5/11/16 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15.000) An"x"marked in the ❑is the failure criteria and.associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground - - ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE (1) YEAR DEADLINE CRITERIA ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑ Any portion of the cesspool within a Zone 1 to a public well ❑ Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (Thus system passes if the water analysis indicates the well is free from pollution). TWO (2) YEAR DEADLINE CRITERIA Single Cesspool ❑ Any"conditionally passed systems" (broken cover, relocation of a pipe,relocation of a driveway due to H-10 components, etc) ❑ Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) OTHER Repair deadline: Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc r r 366-003 Commonwealth of Massachusetts Title 5 Official Inspection Form < Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue (cottage) k Property Address " J. Brian O'Neil ,A Owner Owners Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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 A. Inspector Information I I3443 filling out forms on the computer, use only the tab Sean M. Jones key to move your Name of Inspector cursor-do not S.M.Jones Title V Septic Inspection use the return Company Name key. 74 Beldan Lane VQ Company Address Centerville Ma 02632 Cityrrown State Zip Code 508-658-3456, 774-248-4850 SI 4522 sean@smjonestitle5.com License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 16.340 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 10/31/2018 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 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 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: 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): l5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 s - x s•� Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue(cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 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 breakout 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.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts �e Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information y tion is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owners Name information is required for every Hyannis Ma 02601 10/31/2018 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 1/2 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is Hyannis Ma 02601 10/31/2018 required for every y page. City/Town 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? ® ❑ 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)] i t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form i; Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms(actual): 1 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Description: Number of current residents: 0 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 Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: vacant Date l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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 1S Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments .� 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 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: Were sewage odors detected when arriving at the site? ❑ Yes ❑ No 5. Building Sewer(locate on site plan): Depth below grade: 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.): 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 ie Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 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: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 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? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): l5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue(cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 7. 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 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 Y f Commonwealth of Massachusetts Title 5 Official Inspection Form le Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue(cottage) Property Address J. Brian O'Neil Owner Owners Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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 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 c Commonwealth of Massachusetts Title 5 Official Inspection Form ! Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown 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.): * 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: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 16 I Commonwealth of Massachusetts Title 5 Official Inspection Form <I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Citylrown State Zip Code Date of Inspection D. 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.): 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 1 Depth—top of liquid to inlet invert dry Depth of solids layer Depth of scum layer Dimensions of cesspool 6x6 Materials of construction precast concrete Indication of groundwater inflow ❑ Yes ® No Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Cottage is served by a single precast leach pit with no overflow. This would be considered a single cesspool which results in a failure per Town of Barnstable regulations. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 85 Ocean Avenue(cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 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.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue(cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityfrown 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 C% t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 a Commonwealth of Massachusetts Title 5 Official Inspection Form (- Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue (cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells 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: 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: 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 Commonwealth of Massachusetts Title 5 Official Inspection Form j' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 85 Ocean Avenue(cottage) Property Address J. Brian O'Neil Owner Owner's Name information is required for every Hyannis Ma 02601 10/31/2018 page. CitylTown 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: 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 Town of Barnstable Barnstable MWwWaC y Regulatory Services Department j RARN9rA8UF- ' "�: �� Public Health Division RFD µay A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas A.McKean,CHO FAX: 508-790-6304 CERTIFIED MAIL#7015 1730 0001 4987 9330 November 7, 2018 =-0-NEI31,L 7 BRIAN-&—MIRIAM P -.,�_ _ -__ - .. • --s �- -- - _ —.� 2701 RENAISSANCE BOULEVARD, FOURTH FLOOR KING OF PRUSSIA, PA 19406-2781 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 85 Ocean Avenue (Cottage),Hyannis,MA was inspected on 10/31/2018 by Sean M. Jones, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the.septic system showed that the system"Fails" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Single Cesspool. You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. . Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE B ARD OF HEALTH cKean, R.S., CHO Agent of the Board:of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\85 Ocean Avenue(Cottage) Hyannis.doc 77 ,.. If S;i k� S � O • • • A. Signature ,� ■ Cornpete ites 1,2,and 3. h ❑Agent ri,nt:3�pur,rlme:and address on the reverse so that we can'return the card to you. X ❑Addressee f ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery !, or on the front if space permits. 1. Article Addressed to: _ D.. Is delivery address different from item 1? ❑Yes _ jnter delivery address below: [I No _-O'NEILL,J BRIAN 8c MIRIAM P :'7t)IENA:[SSANCE BOULEVARD, FOURTH FLOOR t' f'i KING OF PRUSSIA, PA 19406-2781 2'p, I I IIIIII IIII III I II II I IIII I III I III I IIII I I IF— II 3. rvice Ty press®Sepe ❑Priority Mail Ex ❑Adult Signature ❑Registered Mailrm I ❑ duit Signature Restricted Delivery ❑Registered Mail Restricted I 9590 9402 3759 8032 3745 79 ' Certified Mail® Delivery i ❑Certified Mail Restricted Delivery Return Receipt for ❑Collect on Delivery Merchandise / ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation*M Adir_io Nnmher?ransfeLfCOm_SBNICe_la}leO •---•-•fail ❑Signature Confirmation I k 7 01 Jr' 1730 0001 4987 9330 3 0 pail Restricted Delivery Restricted Delivery � ` 1 PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt v`,�13- Z Z.4.uti•.q., v ` -v"T,v�✓�..> :�.,�. i.y..A _ - . C12SS3�iGGV V S 1R'VdSA2 IlSCt 1 i`,i x ♦.e^•1.et aa, r %a. a %v e.en.e —e•.'..x "'� s Y / 1.61:C yv Vo t"v el`V 1JJl Uld V J1�1111 - XOO;I.I-H1Xf1O,4 `MIVA9-1209 9DNVSSIVNJ-d IOLZ d WVI-81W, W NVINR f "I-113 IO - 0EE6 L96h 'L000 HILT SM. I 960Z-90-'AON991179£€0000 . MV ZO $IIIUB� WW a31 019.900 $ L 09Z0 dIZ ' 109Z0 w�i` H q0 '6fge :, ?"`4 J �` aaa.tlS uieW 00Z SSbN '3'ItltliSNNtlO uolslniQ galeaH orlgnd ®P.e Ts.•/ ., alnPjsu.teg 3o un�oL s3M09 A3NlId K30t/=d'S-(1 !• t `'< i aH ofYHE ro Barnstable ,,I Town of Barnstable I� naeN5-r,au�E.) �l �Y N60k �A' �iBoard of Healthi639jf°Mai A' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JUniClll Sawayanagi February 29, 2008 Mr. Stephen Wilson, P.E. Baxter, Nye, and Holmgren 812 Main Street Osterville, MA 02655 RE: 85 Ocean Avenue- Hyannis A= 305-003 Dear Mr. Wilson, You are granted permission, on behalf of your client, J. Brian O'Neill, to construct an onsite sewage disposal system designed to be connected to six bedrooms at 85 Ocean Avenue, Hyannis. The septic system shall be constructed in accordance with the submitted plans dated February 6, 2008, signed by the engineer on February 8, 2008. Sincerely yours, Wayn filler, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:\SAMPLES of BOH Lctters\Baxter Nye-ONeil 85 Ocean Ave Hy2008.doc DATE: / � Town of Barnstable REC.BY. s63Sa/�® SCHED. DATE: t� Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: SS TNya lnis Pa f- Assessor's Map and Parcel Number: 30�(=c Size of Lot: Wetlands Within 300.Ft. Yes.X Business Name: No Subdivision Name: APPLICANT'S NAME: 3 l�r��� C)�t�l e lI Phone (6/o) qS/ '— /d.V0 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON. Name: J. erg,,,, O��J c:b l Name: Sl c le-n A. U Is vh' 13 axkr 1V!8 c Address: 27a/ l2C"a i s S a tics /3/✓'.1 Address:. 7Tr No rkA 1-2t 1-t� .. O Phone: Kin 5 ej Or d s si.2 Pa of 'fo4 Phone: (So S �7 7/� c,-1—/3 Checklist Please submit copies in 4 separate completed sets. a Four(4)copies of this application form00 s Four 4 copies of engineered plan submitted e. septic stem plans) ( ) P g P ( g eP Y P ) i. ; ate; Go Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) CD y : 00 Q:\Application Forms\SixBedroomForm.doc TP #3 \ 20 \ � CRUSHED SHELL - \ DSCAPED AREA BOAT STORAGE OB L A N SWALE COBBL r'? ci o\ C MI \ \ C /DR I V W A Y 3 REMOVk CATCH �qR / O ASIN A�D PIPE \ OB E BL Ory � V I �. • Q U� G/ BIG ANCHOR \ 3 3 STK SET c I L A W.N LAWN LAWN ELF 19.77' PK SET 2 18" OAK N cs � 4 4" PUMP AN I A, PUMP FILL EXISTIN y G I✓ TP 2 SEPTIC SYSTEM W i� CLEAN SAND OR REMO I I x � 1 :• m GARAGE I 1� CONC WALL / x 14'pm f- x N CONC SLAB GARAGE •4• FIRST FLOOR x- Q �R EL a 23.23' EL m 19.55' ci EXISTING SINGLE FAMILY I A. N A ! EXISnNG SlArnf _ _ r a TOWN OF BARNST ABLE LOCATION 8 J D C eA/V A V e SEWAGE # 1 /' wIrl VILLAGE AIX A SAOA1, ASSESSOR'S MAP & LOT 10 f-oo� INSTALLER'S NAME&PHONE NO. -T- . AAI A C t1 A41 e X`f 5 0,1/ SEPTIC TANK CAPACITY A o D 0 0• is e"Y LEACHING FACILITY: (type) y��f� DCGL (size) /r NO.OF BEDROOMS C9. BUILDER OR OWNER ` PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist , within 300 feet of leaching facility) Feet Furnished by �i CO 3 . No. Fee $ 5� THE COMMON E LTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zippfication for ni5pogar *patent cow6tructiou permit Application for a Permit to Construct(XN Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 85 Ocean Ave Owner's Name,Address and Tel.No. 21 2—5 5 2—4 3 7 9 yyannAs)port,Mass. Ream s ssor s ap arcel 85 Ocean Ave Hyannisport,Mass.0264 Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8—7 7 5—3 3 3 8 J.P.Macomber & Son Inc. J.P.Macomber & Son Inc. Box 66 Centerville,Mass. 02632 Box 66 Centerville,Mass. 02632 Type of Building: Dwelling XX No.of Bedrooms 6 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Res. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 660 gallons per day. Calculated daily flow 6 x 1 1 0 gallons. Plan Date ber of sheets Revision Date Title Size of Septic T k 2000 H2 0 " Type of S.A.S. Description of Soil San Py Nature of Repairs or Alterations(Answer when applicable) Replacing eptic tank that was crushed by a rubbish truck. 1 -Distribution box. All new piping from the house and through out the septicsystem. Date last inspected: 1 1 /6/9 7 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by t ' I and f He Signed y Date 1 1 /7/9 7 Application Approved by Date Application Disapproved for the following re s Permit No. Date Issued _ i tVeil No. � V Fee t 50 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS Zipplication for Migo.5al 6p.5tem Construction Permit Application for a Permit to Construct(X4Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 85 Ocean Ave Owner's Name,Address and Tel.No. 21 2—5 5 2—4 3 7 9 AsXann�soo>r1t,Mass. Ream s ssor's ap/Farce � . 85 Ocean Ave Hyannisport,Mass.0264 Installer's Name,Address,and Tel.No. 5 0 8—7 7 5-3 3 3 8 (Designer's Name,Address and Tel.No. 5 0 8—7 7 5—3 3 3 8 X.P.Macomber & Son Inc. r`1 J.P.Macomber & Son Inc. ".Box 66 Centerville,Mass. 02632 Box 66 Centeville,Mass. 02632 �.rt Type of Building: r" Dwelling XX No.of Bedrooms 0 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Res. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 660 gallons per day. Calculated daily flow 6x1 1 0 gallons. Plan Date ber of sheets', Revision Date Title r Size of Septic Ta k 2000 H2O Type of S.A.S. Description of Soil San Nature of Repairs or Alterations(Answer when applicable) Replacing septic tank that was crushed by a rubbish truck. 1-Distribution box. All new piping from the house and through out the septicsystem. Date last inspected: a 11 /6/9 7 y Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu d by t is�ard .f Hea t ,�•,, Signed ` Date 1 1 /7/9 7 Application Approved by Date f 7--7'7 Application Disapproved for the following rea s Permit No. Date Issued. -- ———————— ————————————— - c THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired(XX) Upgraded( ) Abandoned( )by J.P.Macomber & Son Inc. at 85 Ocean AVE Hyannisport,Mass. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. -7—0- -dated Installer J.P.MACOMBER & SON INC. Designer The issuance of this ermit shall not be construed as a guarantee that the syst ' 1 fu 6ln4desigpqco. Date l 7 Inspector 'kit No.---+�------------ '�E/D3--- -----Fee $ 50 30j,5,,- THE COMMONWEALTH OF MASSACHUSETTS _ PUBLIC HEALTH DIVISION - BARNSTABLE,,_MASSACHUSETTS CoLiA I li5pozal 6p!5tem Construction Perntit Permission is hereby granted to Construct( )Repair(XX Upgrade( )Abandon Systemlocatedat 8Q30cean Ave HYanni sport,Mass. and as described in the above Application for Disposal System Construction Permit. The applicant reco nizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction jnust bc'completed within three years of the date ofl i°s '�ee 't. m Date: / / ' _Approved by i em—'r < fJ 4e; u 10/9/97 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT ENGINEERED PLANS) I, Joseph P. Macomber 7r,hereby certify that the application for disposal works construction permit signed by me dated 11 /7/9 7 , concerning the property located at 85 Ocean Ave Hyannisport, Mass- meets all of the following criteria: /There are no wetlands located within 100 feet of the proposed leaching facility /There are no private wells within 150 feet of the proposed septic system 7.' here is no increase in flow and/or change in use proposed There are no variances requested or needed. If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation. Please complete the following: )Top of Ground Elevation(according to the Engineering Division G.I.S.map) )Observed Groundwater Table Elevation(according to Health Division well map) SIG D : DATE: 1 1 /7/9 7 LICEN ED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. q:health folder:cert >'t t n1 I Lr o � Z 1 - Do ' TOWN OF BARNSTABLE LOCATION D C QAN A V e SEWAGE # 1 VILLAGE S'�oRT ASSESSOR'S MAP& LOT`' INSTALLER'S NAME 4 PHONE NO. J P/1/I A C n M R R I SEPTIC TANK CAPACITY 1, 000. Ai PGA t .42. LEACHING FACILrrY: (type) �..�/T D�G� (size) NO:OF BEDROOMS_S�____ B.UELDER OR OWNER PERMUDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private.Water Supply Well and Leaching Facility (If any wells exist . 'on'site or within 200 feet of leaching facility) Feet Edge:of;Wetland and Leaching Facility(If any wetlands exist ...:within 300 feet of leaching facility) Feet Furnished by I /q7t • s r w - { '. _ ,,.,,:jai ,�. _ .�. '�,.�_`„ •_ ".:.-��. s c v�a1. ,•����, ti rill 7 .w eAltl e 11YAAiVls oD R7- a 2173 AsBuilt Page 1 of 1 TOWN OF BARNSTABLE 6 p� LOCATION QC PAN �e SEWAGE# ! 7 41Jr f VILLAGE—A V /�D/e7� ___ ASSESSOR'S MAP& LOT 3b-0-003 INSTALLER'S NAME&PHONE NO. Ie, ,M A CaM 1Se X 4 S D,t/ SEPTIC TANK CAPACITY 2, 000. LEACHING FACILrrY: (type) D412, (size) y NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 �a 10 0�^ Y- http://issgl2/intranet/propdata/prebuilt.aspx?mappar=305003&seq=1 2/28/2014 L0CATIO SEWAGE PERMIT NO. VILLAGE of)O/S , INSTALLER'S NAME S ADDRESS Z- P. M RCo~floe(- °d- S rgru .-:!-A)0, ®"UILDE 'R OR OWNER D'A T E P ER III IT ISSY E D DATE COMPLIANCE ISSUED ��-� �� c � < - v i r I� cQ Y/ �. ��L �t W o �. e ... Y l t � -� 1 4 ��. � r ,.,. a 1 ';A` !e� 07� No............ - Fms... �r 00......_ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ...................Town...........OF......Barns tab le------------...................................---- AVVIiiatiun for Dhipoii al Marko C�unitrurtiun umi# Application is hereby made for a Permit to Construct ( ) or Repair ( )0 an Individual Sewage Disposal System at: .................QC ............................................. ..._.....-•••----•....._.:•-------------•--....._...........--•--............................--••- - Location-Address or Lot No. J. W. Ream W Joseph P. Macodlff & Son Inc Centerville Address Installer Address d Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms................................ .Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ............................ No. of persons............................ Showers — Cafeteria PL4 Other fixtures .................................. WDesign 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 ( ) `4 Percolation Test Results Performed by.......................................................................... Date........................................ 1.4 Test Pit Nu. I ...............minutes per inch Depth of Test Pit.................... Depth to ground water.----.--................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.--................. Depth to ground water........................ Rr' -----------------------------------•-------------------•--------•------------------.....---..--......-•----•-----••----•--..............----••---------....-- 0 Description of Soil----.Band.--&---Gravel---------------•--........---•-------------------------------------------------------------........------.....--------------- x _ w ... ----- ---- ----------- --------------------•--•-- ------ ------ - U Nature of Repairs or Alterations—Answer when applicable.----1-1000-..gallon..pit............................................ Agreement: The undersigned agrees to install the aforedescribed 'Individual Sewage Disposal System in accordance with the provisions of iiTLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has issued by the board of health., G�1 ---------•-------. �a . Date Application Approved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons---------------------•---------------------------------......------.----------..............----.........------ ---------------------------•----------.......••-•--•-------...............-•-•------••------•-------•--•----...•-••-------•---------...--.............................................................. Date Permit No-----------------•- -----------_. Issued-.--� e)._-.7 --•----------•----•--•--------••- Date / ------ --- 7� No................�v....... FEs.. ......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i Town�, oF......Barnstable. Appliration for Disposal Works Tonstrn.rtiun Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: ................_9rfflaci..,A.viMliCi............................................. ...---------------------------.............---.._..---------.......-----•...-----................. Location-Address or Lot No. ................................... ...... ----- .....Hyannis.port............................................................. a Joseph P. Macomb°�°fir & SoInc Centerville Address . . .......................................... .......•-------------•-.._.....------------......_._..........-----.......--•-------------....---- Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) a a Other—T e of Building g -----••-----------------•••- No. of persons............................ Showers ( ) Cafeteria ( ) 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 ( ) Percolation Test Results Performed by........................................................................... Date........................................ ,.� Test Pit No. I................minutes per inch Depth of Test Pit................... Depth to ground water........................ r. t Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a+ --------------------••--------.......------ .:=----------•-......--................................................................ 0 Description of Soil__._.$104d .&__Gra,vel....................................... + ..............................................................,jtV� ------•-----•---•--•---• ------------- _...__---.--.------_---------•----------------•-----•-•--------------------------- • ...............................................................°.; ..__........._..................___...._...._____.___......_......_ ...._............................._........._.._....._..... 1-1000gallon_ it U Nature of Repairs or Alterations—Answer when applicable........................ ..._._._.....__ p.--_--........................___.............__. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL, 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 board`of health. 1-7 ..:... ...... ....... /�°.__ ------ Dater--------.... Application Approved By.................................................................................................. Date Application Disapproved for the following reasons-------------------------------•-•------------------------•----------•---•-•---.....-------- -•------......._. -•--•----------------------------------------------•-------...---.......-------•------------------•--------------...---•----•--------------•------------•-•----------•---------•------.-----......----- Date PermitNo....................................................... Issued....................................................... Date ,y THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable ..........................................O F............................................... .............._................ Tertif irat a of faomplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System.constructed ( ) or Repaired (X) - bY.......•oseph...Pt CQ �?� 8�..ICY;I._.It1C..-...........................................::_::.:::_........................................................ Installer.................................... Ream 4C_e na._AV 1 e iy n sp0x __..... - -------------------------------•-•-----------Ream.-------- has been installed in accordance with the provisions of TI r of The State Sanitary Coe as described in the application for Disposal Works Construction Permit No... .. ._.. , 3�------------------ dated_...__-�'.���`��.._...._.__...__. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............. `� ":.'. Inspector. .. .�.----.---..{..--•-------- THE COMMONWEALTH OF MASSACHUSETTS o......:.._ BOARD OF HEALTH 7 ) ................... Town........0F....Barns table................... FEE .00 N _ - -•-•--.......... Disposal Narks Tuns#r ion rrmit Joseph P. Macomber & Son c Permission is hereby granted......................•--- ------------•---- ----------------- ---.... ........ to Construc6 ( ) or Repair (X an Individual Sewage Disposal System at No............dean Avenue' �nnisport............... Ream .................... Street // as shown on the application for Disposal Works Construction Per t �__._.. . . Dated..___£P-'��,�`.��__._...._. r Board of Health•o �k - DATE FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS' 4 � Ai rV I - --' v 1 II t_______________________________________t i f I 1 I I V I• I 1 II I I I jl I I II oy'ro , 1 I— i I \x I I I E I C I I I a W W }@ I + E p a ra ^ I I I fi a -h I 1 ra c a a (,J` O I I 8 - - E 0 I 1 1 ii -- ---� e-- } II I ------------ I I _ __________LI I I p I II = ON. . I I .. 1 1 I 1 - � i I I 6j.X 1 1 — area 1 1 J . I 1 I I •' E F' I I 1 I I W - 1 Tt.Z; o? v II 1 o I a e C I A s' 1i A A + \ Y •` A ° l 1 ' I c o y I I 1 I *n-� � •T�u �r I 1 f y � I t o i o I — I ---� ------------ N/bxY r �------ I F v Andarcanm i¢4 g 4 9 I' I 1 I 1/5"n 4'-7 f/4" I 1 �.£ re+ 1 I E� j n J a m 3 1 0'•v �-1 I I re £ I I n �mnoag am z ry ec'�mc»9,mn o L� e„ns Rv?w %� o .-1 £ 1 mmo'3 x x wl�i m o s»nomm -Ell a o An da r♦a nm 7'w 4 g 4 q I I v Q t 6 I I '�3. p _5$o m o.4'-Co f/8"x4'-7 f/q" ° � A n , gam 6R �x rU( 3A Ww v.moboWa 9 t r� ._ I I � t 4y� ; I »off: caa"� EA m� o•���oi3m I I s I I '°�� 3=na mz mWgL VSW-0 DRA W N BY: f I1.NeT-14 4?Ar-)Lr-F.-1f?-. LAY 6�: ��,d° ��>: �a t�-ofesslonslButlang Desr gter 9 Cy ° m� A ydisuepencie in enio ramiadom the ndes,Ai me... . d.... dr� L. W be bro t th,,ugh L to the att noon of ip °a the Designer pricertothe emen! ofeon_truelion.Prue eeding di,g,with ° caNtrnct ipm crnetfentee the dcc�,t,nce of these Aoeuments anA amix and ' � � q'_p" A dixrepan sad/a ians becme�the respmdbiRy aF the buffomq cmtractor. N �{ C1 ewpf�It.�oorLE>V LcanLeens.aera.�mmrdaa s o A Th85eplan5areproteGteQutA6YFeA6Yal i'h:OJEGT: �enovakion�and '�--emodelinc)for: m y LopylgntLamsTtleoYlglrralpurchaserOfttlS Project 1 728 _ - . \ 0� R9q _..; f pan Is autnorlxeA to construct ane and only ` . z A Z one home using[ns pNn.MOAlflca tion or t"4`P' Ss��ti ^r �•r Y9u5615vrmissio wIthout WVasl9855 written ' - � permission mission of tl6 IIesl ner. V. t��// � O /� G� to `. ./ J T VAR NUM a `_..a LOG4TION: pwil_BROOK -t'' REVISIONS: I�enne•hh�adl�rf+ssoGia•hes - 1 iCA` ---+---a--- ;prvfessianel buildingdCsign 8GJ Ocean ,�.vE Prolinin.rYGc.ign.O/11/0] � P-4:rl�x.i,n.m/:o/o] -'I Y commercial•resiaernial--- �{ dnnth �.{ �.a..i.W Gp+iqn.ZlY nl09 ._j_...i i i i i i i i ....1.__ Y • , 1 a ring�njroarcd Gan.Wuaffan Pi.n.a/t s/on P.D.Box I IA4•HyannIS,MAOZ001•90a 140.9g22 -- ---jHGSAdIBY Ok5ade51gn.(pm•UIWUJ,K5ade51gnLOlr1'�'-'r�•�� VAW,3� a f L7=- I -______ _____________• I P ____________________ r , 4 � I 4 P f � r c r o �xs . I s r ;ro a � Andar..enmytaod.•righ{m y/pHi 44ra<zaforv-ala..l 2-e,r 41 %9-a ti i ..t II 1 • s v 7q o`P �I 1❑w p I I y E $ V I � � s 4 Andar..ans Wl-F-aiGf a/WiaN riCu4 f O v --4 S 4#Fy 4 Ii4 yri. +9F CA C V 71 v re e L - £ - , � e � P �r - O F r P f Q�•A 0 0 t o Z 0 ��s.add � d � r •c � A 1- c 11 DRA W N BY: ' - PPO{esslan al[iuiAng IIa51 gl8r - a �nydixrcpanciee,trrtrt andMr emisdom in tha nctas,dimanaima anAlor Arahill b.a—ghL L.Lhese Aatuments - � - shall ba brougM1t Lo LM1e attanlian ar - - - lha Dasigntr prior to the cemmaneamant i ofcm3ruekiae,Prxepfinq with canat.n ambtmnte-theaLc�,lanLe dLhesedocumentsansmy _ Aiaerapanaias.errors andiw an,x,ons - - ba�ema kha raspd,dbiily aF tha buflAing emtraetar. N '{f O GapV 02mm by KRONM SodkryWaoM�a t� /ry [� { EN6INEER ED BY:, . These plans—protected lnd er Federal 1 RV.J�GT: r'+"en P�G'1'1Onh AnC��ETn OL�P.Iln9 for: - m 'opylght Laws.The orlginalpurcnaserofins Pr6ject 1 7Zb --4 T1 pants authorlied to comtrtK.t one and only - - '� Z one nomeuslly this pbn.Nodlflcatlon or {1�' (� reu58.I5ed without ex�e55 written BYr.14m m15510n 0{tFIe flB51 Y ��IF•'r LOGA71ON: a 1Uenne�}'h�ad�eC�ssoGiq•f'&s O REVISIOt15: _ •--- p rdinin�rypc.ign+m/Ivor ;prafesssenal building des'sgh S5 46Ectnive, ��W_aataa.iryn �tYo/o> i-; comme vial residerciai-i` l5n(,za rind 114ro1rad Gcr+hrdation Fl—%/1%/09 PA.9ox I IA4•HysnnlS,NAo2S01•506.1140.5422 ; _ _ "_"i'*SAaIBY OKSadesign.Com•wwoAKsaAeSlgn.Gam.�-_.�-.�. - .. II II II 11 II II ---------------- ---------------- ------------- I Imo____ a ' ° 11 P @ _--._--_.._.._.._ u ` __—___—_ �I1 s y S ___e____ �z•s r_ I u J - w S N i ° @ 4 - 1 co fa• S� � oe II p_3_r _ II ii a•> eZZ I - : F r - P � P, I_.r rr 6 ii u a P z 0 � Ioa& �S IIoP I 33 f j a II •}rN�s II4 0 l \� ,1,9 Ft— f k� 3 1•'___ £ e __-_r` __T �- Ile -i \ g o=1 S\e—�' — 4-�J £ A - p it v S P\ it 11 1 T _ P A I ® �T7 II 11 x .P ya ro 0 r�F .& 4 P °v f 4 °T �f ° P VRA VN N SY: . - PYOfB551onal BlltlAng I7651 gter - My di>crepavcie>,ena>andror ami>dmn> inthe ncL.m dime Lb...d... dravung>cantaineQ w LPess Aacumevta >hall be brough!lo the allenliand the vaeien prior to Lhe canm mcemenL ' oSem A—ctian.PrexeeAing milk eamtruelim cm>liWte>Lhe acc ryLance of the>e Aocument>anA any Ai>crepancie>,arron anAlu ani xian> beeeane the re>pm>ibilo of Lhe � builAing ewlraetor. N pp C7 upV ��aO'16y KamegllnAer�ayoolLRrer m 6 A rheze plans are protected under Federal p { p, �enOVa'ti'lOny and hem Odelln9 for: EN61NP- Y: �` ➢ elanIs authorizeht Laws. to onst pm one and onIs Pr�jeet l 728 ��•Or ��s\• ay plank authorized to corstruct one and onlg r z one H vmoNlAte5mslM this thouplain expr written or � � AM Sp N YetSe IS per lrrs teA without eX�e55 WYI[Len I ©t M� �J•1� o i e ml5slonof tl»Desl 9Y. Vme C IT REVISIONS: I�ennekh�adler f<SsoGlakes i_ LOCATION �:t{�Lt3RnC?K A _ prvfess'sanal building design b5 OAve.Gectn Av Wig ^" � A.-L•ailf Plan.min/o� - a----J ---J---a--- `. C���tA� `�a'/� 4J PrclininoYYJc.ih^.m/n nloY 4J' FaH-ed1—.i°n.mr:011 i- Y- "1'commerciel•residertiayl--�--- --�--z/s /oro �{ anni5,M a �c�.w pa.iyn. a --+-_i i i ; i r . . : : : : : . : :...j.._ y Final�nryroarad Gan.IrJnhian Plan.%/I plo9 P.O.Box IIh4•Hgannl5•Hho 21,01.506*1 TO.3122 __ _._.iy.saaler°ksxaslgn.cam•wwwKsaAeslgnaom.�._.�..y- ,_��!• SS6M a Poe in li i - I 1 I � I F I O I +° I ° ifA•+ I ..........a _._ r; Hr \ _ \ __________ _____I y$ 4�Z ------------------------------- --------------- re /�n da rcanm N/pH Y OY r P-9 f 9"T-(ulll - P 7'-! %/6"%%'-P 7J8' @ AndYr enm yJpV{Y 99lo-%f9"t-fu10 a Q I ppp .e.8'-r 9J8"r.-0'-87Js" 6 II ,I v I r , �ff rrso �\ aI S n - e _ pndoreanm Nlpr{Y Ps rP-%f9"ttWP d+_- � A SN U =?S G 6 .............. S �p t.f � �•� } ° /.ndarcanmF N1G�PloB `fl � � r _ I a ti Andorcanm wplfYPY rP-%f a"rNll) s f i e mh -��', II Gj r €la y II - ro �Andarcanm y,/,)IIYPi 10-%f 9"T-lull] �Ss - �� F — � ndarcanm yJVLyY 99G-%f9"1-N111 Q 8'-r %/8°T 9'-8 7/8" P K aan A L g'9 S 0 II .ro p I I � - I - ___ ________________ ------------ ro i And ar.anmpy%04 e 4 0 n n p 3 ° ° ° it (�� O �, �, \, r.a.%•-o r/Y"%4'-�° a _ zed r y;'.r�z�+ rAd •t �g O Z. •q j s y� URA W N BY: a> r-�NN�r4 hAr-)L�-Jr-. ° y Professional Bunang Des]grer My divcrepencieA,errae anAror omiv3onv ' in Lhendea.dim andlm Arawin-0+sonlaineA al LAsys Aasumen La shall be braughl to the attantian of Lhv of,.ar prior Lo the canm g.itfi n! oycwdrucLioa Pra eMiog with canetr e L cmatitules the accryLance ]hh ave Aowmenle and any Aieerepan anAlor becane the revpnatibilty aF the e beilAing<mlraclor. N Z) -WI007009bp Ke wmftdki-A a rra EN&I NEPR ED HY: S P A Th.. .plans ara prot6ctad 1nd.Y P9d9Yal - I RO�LGT: rCnov,4 ion-j and j`•emodelim)for: m C� A copglghtLaws.Theorlglnalpurchaseroftns Pr�j�ct i 728 y 0 � pan is author]zed to comtrmt one and only A7�c Z21 Z one rI W some uslnJ tHs pqn lodieXgrft5 o n or C 21 z Yeuse Is pt'Onlb wltnout ten 03 � peY MI5510n Of tlN Desl gneY. � m i QA ° { �iUenne'Fhe-1Adlerf+ssPLiakes ? LOCATION: O ID REVISIONS: _ •-- . A.-I.dilt PIM.m!97o Y �--I --•y-.-J--- praynerypO.ign.ml l l/mY ;prefesssphel bu'tldingdcsign 8FJ i ea�JGenAve �..--`-i-'commercial�residef><ialJ"-`" HY,4rniyr"A rimy�nej nGcrad Gan.Yrdatian plan.el19/m9 P.O.BOX I Ih4•H Pn.,MA 0 260 11-508.140.3422I _.__.iyC5aA1BYOk°iWfi5lgn.cOa1-alWU.lKsaA851gAL0111'�__�_l._ s a S� re 3 CP� II a F I I *- II a$ II s r II > ---------- --------- --- - `- ---- --- ---�� � T I --------- r re r II — re 10 I Q II In1 d �R c ro II `e IL---� ____ ________ ___ — • j I I III I II £—a F l I I o L------------------�1 —� o �` a � FIE -- re -- - I Jill I, S II P—a I 0IT if o 2 > ,I1II�, I o II IT—_' re yo I f I I o II I f r '•� p p 1 I-_______________________ ___--_ _____ _3-____--____�I 11 II II 11 n > , II II u - II 11 II II II G x $ ` fl II 11 II ro � �re 11 II II II P g r � � a • 4 `r DRR W N BY: Professional Bunan g DBsI gier n•g discrepam: endror omiadona m the ndea,Aimeneiae aoAlar drawings t edm Ghaae datumenta aha116e broughr—ght L.the atlentioh of the neeigner prior la Lhe twnmmtement ofemdru etion. dingwith me canetruttiw ttitutea t—Lb.the at<eptante p these Aocuments anA my Aia b—ow.i,1 e—pe bilLu wiaaions beetme Lhe respm_i.to'd the builAing<mtrattor. ' (n T3 d �•' 1��$001�ycemayflls7trAMeot�taa jr g. o �I These plans are rFederal PROJECT: F-enovA�ions And F-emodchrI6 for- )r Copyright Laws.The orlgmalpnrLhaserofthis Pr9ject 1 7Z8 a TL pan Is authWzed to tr t one and only ryq z Y rune Home usllty the pan.MOAIfILatlon or � ���� "V L.\ C 9use 15 pY ofllbltea without express written ( `J .11 p perm;ssion of the veslgner. �S m LOCATION: ( Nfl 3FOOK { .. IUenn�hh�adlerH�4aGiakes ! �L l ; REVISIOrfs: Pv�"k'.CFiR*1iC !It a_-6dlpPlr.®/,/o� a-'lpr4fessivnelbuslding design ' ��J OGednAve, N 3U690 Pr�ueieorvo:ree.m11 voT q. F-":M1--w.®1:0107 'I - '?-- --Tcommercial•resiaernial-"�--' "';"- 9 Hyanni5r MA � . Pied Lnryroerod Gae.fNcHon Pine.9119/09 P.D.BOX I Ih4•Hyennls,MAo2601•508.140.3422 I �� ��'1� •` - --j-ksaAlerok5PAa51gn.lgm•wwVAK5d9eslgnLom'�--�--� •"�'•""'� ' - 3tl N x c G of fl } ® T a 1-4 Zza a5D l a F a'y n t A r — r � se 0 x ro S ti x z S F r sg T , 1 - y ° Qi` 'h i to• N Fl O 2.:rrr,:�;} P s n 0 r T ° z s € x ' d F c t ° .r i2" c a' Ts r p S t�` o�- a Dormsr wxllhsyhk S4,- s 915—t 1 }�� f \ o — S� p ° i9 P \ a pp 9 % z s' a tp r ms'm s +°£- ° z #. yt {p 71 o T r 3 a a ° 1 r 4 1 A DRA W N 5Y: w�NNr~T N h¢ran r�J�. Professlonsleuaang Designer 8 9 Any Aie Lhe nctee,Ameneimaa^A�or a— k _ x '4 A s ° <. ° Araw nge taMaSneA.a�Lhase Aa[ument.a j � 'A E 7 p ; �= r adall be brough!to tde attention d A1� i- } the Deeigner prrorlo the<anmmcemenl TS .A } A p � � p pp� of[m4ructioe Prrxex&ng with i - - S �r} £ r } P A 3 S eomtruelim ew etiWtea the ae[eytan[e r p— y P d theca Ao[umenke anA any • A 9� � ,. Aie[repan[iee,errore anAlw cmimiane — beewne the reapmabifLy al the } builAing eaitra[tor. N U G6py1�R�700�till Kangth�� �� E N61 N SY: m � A rneseplansareprotecteaunaerPeaeral i'(Z0JEG7: �enovavn5 and�emvdelinLj far:- p copglgmLaws.rneorlgmalpurcnaseroft%s Project 1 7Z6 � � � pan Is autnortzea to coretruct one ana orny ` � � � one ems uslttJ ins putt HOA�iGatlon or �• ����� ©'����� �`C"' 9`'J reuse 15 p'a%I,blteA mltnout expe55 mYlttalt y 4 er mtsslon of t%a Desl neY. Q !_.' _.., i 1 l i i I i T. VARNUPh a LOGA710N: .-� REv151OH5: _ ld-�nne4'h�adler/S.ssoa'ia1'es ;.-_ pkii_gROOK -4 '•preressigrid buildillgdcsigrl '• a- 85 OGean Ave MECHANICAL �• p-A:n,ryv�.y„_�/11/0> i I : No. 30690 �ea.[dexa9n.m/so/o> _...-! �-�-'-�-;--commercial•resldetlGial---�---�-- -- , . �.,n jP 4-n /sa/— �__.I I I I I . I I '---a- Hyannis.M 4 rind�ngroered Gw»Maation pl.n.9/19/09 P.0.6ox I Ihg•uysnms,NA o 29.011.908.1 qO.gq22 L --jzadl6r OKsaABs igll.COm•WWfuK5aAB51gnLOm ---� �` Pa 8 3'1 Ip l0 31 14 -.I I � 11 Y I I I I 1 I I II # I ------ II _ I I It I I I I I I I I I I I I ji I II I r i l I I I I II II IErt I I II I I I y ® `I =0 I I I EM 4-111 I I n11 DO I I I > I I IpV I , L ti `- I I I II I I I I I 1 ®® LATP I I ®® I I I I I I aeY� I I I I fR I I LJ I I ®®I I I I I I I I I 11 I I II I ® ®® 1 1 _ 1 I I I I II I II I II I +. ? F DRA W N BY: I �I I g ;I I��NN�TN���.rau�l✓��. . I I; nl 19 al ProiesslonelBunang t7asl guar �r 6 p y _ Mgdixrepavei ,errvean ,d/,adona 9 _ 9 in the n de,s,,Aimenslm%a and/or i� — drawings b..gh L Lo theeee AOtemenle shall be br0egh!to the a!lenti0n of - Fhe Designer prior to the eanmmeamant Ofcm 3rucli Lil L.,Lh.ing with �enetra�ti.m«mausolea Fne a.r.plan.e - aF these documents and any dixrepaneies,errnre mb Rij omLb. bee me Fhe res.L.iffy of the building cmlractOr. Ln 7771 Ca05►idR��ao�bY yip t, ENbIN��R ED BY: m O /70 These vlan5 are protected under Federal I I�OJI=GT: �en ov(.{7 ion�j and�emodaling for: m y -op rylght=6.Tneorlglnalpurchaserofths Pr`?jcct o 1 728' t i pan l5 authorized to coretruct one and only Z 9 Z one hOmeusntf dt. pqn MO dlflca tIoh or y P Y6YSB 15 par mllsio WILl10VaMS'e55-it ten �• �� O' ��� per missron often IIeSlgner. lVi• r t LOCATIO O REVISIONS: !Fenn�kh�adl�r'>�ssoGipkes O m n.-6aarPl n_m/,/oT i IprpfCssivmel buildimgdesigm ;_--a` C ry e9ee-.4n Ave. a � PrilhdnaryPO.ign.Bi/I I/OJ F,a.mPo.ig— a1/11 I i"?` 'commerci®I•resieerliial-i" o F��_�drm.;, :/:,Joy -+ -I i 1 i i a Hyannis,MA Pin�l�nryroOrod Law.lr ation Pl,.n+'//10/a9 P.O.BOX IIh4•Ngim1m.mA02001.508.140.3422 aAeed,h.com•Www.K5adB51gn.cOm' ---j-- - r s a o e s F 0 .I la of it I I I I I P 0 I ®I I � I �Ig nl lia nl s J ----------- lip II I I I I Y I I O �------------ ,. I I I I Y _ I , 1 1 I 1 I I I I I I a:`s, = I I ° Y I I I I 1 _- nAF cW �b r f I I I I I c i.e °�• I I I I I i ® I A—� II II 1 I + F I I LL---__ I I —EEO a A I I I II i 8 1 I " B I I e L�------ I � I I I I s N I I 1 I x p Lf______ r DRA W N BY: - PrOfe55IOnsI Bulking I7asl gter My Aixrepancie�,errae xndror omisdona in Lne nrce,,aimen,vma ana/o. Arawi�e xu:Aain 1 m{hees Au.ument. - - shall be brought Lo LM1e attention d • khe Designer prior{o lheeanmmeemen! _ ofcmdru ctina prxew�ing with ' eomtrueLim emsLilules Lbe aeeryLan[e or knees aa�emenke and any aie�repandee.errore ana....ani�ne ' becane the respmabifty of she - builAing cmlractOr. N d G6py1�It 02C 9bp.X..m WAI. 0a €N61NEERED BY: m These plansare protected meerFederal i'ROJEC.T: F—enovai'iony and F—emodelin9or f : A Gopglght Laws.The original purch—rOft115 Pr9jCct i 725 pant.authoYlual to comtrmt one and only Z •Y- Z one homellsUq ills pb-40,11flcatlon Or reuse is prohlblted without express written _ail � - j � per misslonof tlH Designer. �j t1� LOCATION: O REVISIONS: lUenn&kh�adler/assoGla+es I.- ^' A -bdilYPI-. /n/oT - a----1 --'1--a-- Pr�lini°ryv�.He.mr l Iro> IprvfCssianel building design �5 OGeanaVe Re.d.rd G'�.ign.dvls o/o7 - -'! -�- ---�-�'com merciel-resieerltiel-'- -''--` }{ Anni5 A i � � `/ Pin,d Enrj..eeled Ga+.Wdation plea.9/I v/o9 P.O.6ox I Ih4•HysM15,HA OZ001�•SOd.'140.4422 -- '--i-KSailfiroK5�1951�n.com•wwWK5aaB51gnGOlr1�--i-� �J 4 a .. }#.r 4"-N.v TeaBA XTER NYE f � N. NIE }, � BU 1LAN POLE #10/18 ENGINEERING & SURVEYING. +�r 'y3� `�"^�► �� az } �� g r ,,,o- us Srrnmb»a n-AND g(J A 8 �� tea»a, ��'a ��? '�,� Y y � a+ ,Na4 t Cal iy i AL bn BAXTER NYE • `w, L 1.it L f949 t1 Qy{i G.g'°�-r rn Rh..t� Cnn r` r�, '�3�Coo�, 7: A-7 „gE = ` CB �1rAlhuna"6 5,";Z ENGINEERING & a �oq . oa4naa� L' b ;,R¢r °�� E�g ;a; Q �anr SURVEYING y F , LCB FND a SITE BENCHMARK: w�,�m � �•- � ter' }� � �$�" BLAND COURT BOUND ^��° ° 4 CBDISK FND A FOUND ELEV=17.33' �// ° A d 000q;° dot s CBDH FND 4 v 3 \ x Registered Professional Engineers 9' B v w 5 b � 9 9 S �Q f � R '. and Land Surveyors RESERVE LEACHING AREA ( f - \co \\ �\ / A-5 78 North Street - 3rd Floor I AL Hyannis, Massachusetts 02601 EXISTING HEDGE SHRUBS TO BE REMO AND REPLACED AS ACESSARY OVER / ( f STOiV RFq l \ M \ ,• A-4 Phone (508) 771-7502 11 \\ 1 \� Fax — (508) 771-7622 c EXISTING FIBREGLASS ELECTRIC 1�� �' #3 (� 6 6S• \ \ www.baiter—nye.com HANDHOLE AND WIRING TO BE \ �• \ \ A-3 REMOVED AND REPLACED AS �9b \ \ \ NECESSARY 100• \ ELEC 1 \ \ \ \ i OVER ) \ \ PROPOSED 12'W x 251 \ ® \ BDH FND, S.A.S. \ LANDSCAPED AREA \ \ EXISTING CESSPOOL WITH a PROPOSED �,, • . AL SURROUNDING STONE 1T0 H_-20 D-BOX SwALE/ \ \~ \\ A-2 BE PUMPED AND REMOVED. L A W N CRUSHED , w \\ CO88LE0 I ^��• SHELLS PROPOSED 1500 GALLON GENERAL N/F JAMES F. 7 SUSAN H. WHELAN I -r AREA .•4q H-2� nPAVEDK \ \ \ \ \t ~ \ GENERA NOTES: CERTIFICATE 207961 Yv qT£ o e DRIVEWAY \ \ 1 of STAMP PARCEL 287-120 r \ \ e' ` �� MCI A-1 J 1. THE INTENT OF THIS IS TO DETAIL PROPOSED SEPTIC SYSTEM UPGRADE CONDITIONS 85 OCEAN ���y ssgc 4 S cq f \ \ \ \ PK O AVENUE IN HYMINISPORT MA. LOCUS AREA IS COMPRISED OF �A&2'9GF �. \ \ �a0 ,3 �0 aAT H G� ry �, 2. PER CURRENT 'S RECORDS o EDDY , GOBBLEI)EO \ \ \ 1 CIVIL to \ \ No.43183 2�' BIG ANCHOR \ OWNER: LLC 00 (> 1 \ \ J DEED BOOK 31651 PAGE 133 2� RECORD PLAN: BIDK 117 PAGE 139 s/ANAL O o� .7 Tpi ! 1 P� ASSESSORS MAP 5 � EXISTING WATER SERVICE / # LOCATION TO COTTAGE 20.8 �, N� LAWN o�\ � 00 PARCEL 003 UNKNOWN (VERIFY IN FIELD) 0 a Q g L A W N 0 3. PROJECT • DATUM NAVD88 CONSUL N T 2 18" OAK / QP n o° ko TP #2 / \ 4. ZONING INFORMA .. ZONING DISTRICT:�RF-1 G \ / + o OVERLAY : NONE I, BUILDING ADDITIONS APPROVED UNDER DEP N 5. A TIRE SEARCH NOT BEEN PERFORMED FOR THIS SITE THERE MAY i 3 BE RKITS BY OTIIERS, EASEMENT, TAKINGS, MORTGAGES, Rill OF WAYS FILE # SE 3-5490 7 X 20.7 1 Q 3 1 ETC. NOT DEPIC�E�. IF DETERMINED TO BE NECESSARY, A TIRE SEARCH SEPTIC S STEM PER O \ y HEALTH D PT SKETCH x - SHALL BE PERFN0 BY OTHERS AND SUPPLIED TO BAXTER NYE x \ � � ENgNEERING & SdRVE17NG. I . 1 ®1 3 ^ TOP BOTTOM 6. THE PROPERLY U CONSULTANT O GARAGE RECORD PROPERTY A MIFORMATiON SHOWN IS BASED ON CURRENT AVAILABLE �o \ ®1 2 } N SLOPE OF SLOPE 110N CONSISTING OF PLANS AND DEEDS. THE EXLSTiNG FEATURES Q SHOWN HEREON YIERE OBTAINED.FROM AN ON THE GROUND FIELD SURVEY Q , 10 LAWN \° ON WALL PERFORMED BY NX►ER NYE ENGI AMM & SURVEi1NG ON FEBM ARY 23, 2017. i LSA x 7. COMMUNITY°PANEL NUMIBER: PINE 21.7 � 2=1 0568 J, EFFECTIVE DATE 07/16/2014 LANDSCAP b AREA p _ CONC- _ ---�''�.► . _..... •° _ 2 W SLA THE FLOOD _ INSUIt�NCE RAPE MAP DEFINES THIS AREA AS.ZONE LONE VE E1.14 ZONE AE.(FLIT),"LAND-ZONE X (UN-SWADED). •• FIRST FLR EL = E j ^ Q 22.11' ZONE X (UN-SHADED) J3 PREPARED FOR ,+•, XISIING SINGLE '"' 8. FAMILY I EXISTING SINGLE FAMILY HOU DWELLING PER MASS GIS OLIVERAS OF 03/02/2017: ry Co to WOOD FRAME DWELLING #101 Jonah Goodhart SITE DOES NOT A TO BE WITHIN AN A.C.EC. (AREA OF CRiTICN. ENVIRONMENTAL CONCERN). 'S W. 18th Street, A t.3 APPROXI ,,0 gs�q( B 20.2 � � �s-� � � ( p MATE FLOOD \ QiVc qNk 24"PINE STONE HOUSE #85 cn SITE DOES NOT A'PFAR 10 BE WITHIN AN AREA OF ESTiMMTED �. �� ! \ PATIO HABiTA7 OF RARE wEOL�E As New York, NY 10011 ZONE LINft'E—f ,,,.,�,� a 0 ----.� 0 '-- ` MAPPED ON MAST CIS OLIVER PER NHESP `MIMATED HABITATS OF RARE WILMW FOR USE WITH BRICK WALL THE MA WERAND� PROTECTION ACT REGULATIONS (310 CMR 10).' SA •\N � Q �• ERRY THE ZONE VE (EL.14) fl � aM `LP j LSA --�"r LSA \ SITE DOES NOT SPEAR TO CONTAIN A CERTIFiEO VERNAL POOL AS MAPPED ON MASS US O1NER l SL �. \ STONE 1 "PINE PER NHESP "CE0:F D VERNAL POOLS" 4 \\ s .\\ • t LSA WINDOW PATIO N LAWRENCE G. do BARBARA B. SINGMASTER TRUSTEES OF \ BOX /F SITE DOES NOT MIEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS WAR PER `� 1 THE BARBARA B. SINGMASTER 2002 TRUST do / NHESP TRIORITY�ATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS 6'\ `� ,.PARC�L 305-003 THE LAWRENCE G. SINGMASTER 2002 TRUST ENDANGERED "ES ACT REGULATIONS ��7,012±,,S.F. DEED BOOK 29182 190 (321 CUR 10). PARCEL tt--__ __ PROJECT TITLE \ SITE DOES NOT RPEAR TO BE w1THIN A STATE APPROVED ZONE n GROUNDWATER RECHARGE 85 Ocean Avenue � 1�� � �\ ��� ,� L A w N PROTECTION AREA c �.\ 9 F \j _ _ - - oQ� ZONE X (SHADED) SUE DOES NOT TD BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY Hya n n ispo rt, MA s B R H \ — ti \� \ A �N �J �4 2 \i �� o -' \� t 1 _ SZAL S� (EIARNSTABLE B . REG. 360-45). „w COASTAL ` ` B R U S Fy 1 8A / SCOTCH BROOM ' ZONE VE (EL.14) � LITIM INFO Rlill SHOWN 2 2\ L�' B 12` S Hla\ �L \ (ag,4� j0 , , \ TOP OF ERODED SLOPE 9. a __I •�� l � ) \ 1 J \ - K EDA 1 - _ -- de THE CONTRACT0R%kL CONTACT DiG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE / W N 1 �\ \ \ o p�. - -r - "'�" - ` _ / THE LOCATION OFALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF I " " - > - CONSTRUCTION. NG UNDERGROUAVD INFRASTRUCTURE; UTILITIES, CONDUITS AND LINES ARE SHOWN s"CEDA$,�A\ cE AR I.._.cMAR _16 _ . £D 3 �r -' -�+� IN AN APPROXWE = ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN _ _ LSO ON _ d 1 y INE L �/ \ \ h _ 13 �R�Rf SPODE FOR AW1'AND ALL DIAMU(�ES WHICH ANGYiT BEONOCGI�ONEpC� AGREES To k •'`J ~\ f 'J CONTRACw'S FORE TO LOCATE SAID MIFRASfRUCil1RE AND UTiUiiES EXACRY. IF FIELD CONDITIONS c 8 f 3 jCEDAR " CEDAR SL PE� BAR / C i ! +�,� 1 O // INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR } - - - - - f o POSSIBLE REDESPI. 5"CEDAR AR, / \CEDAR \ �.. \ �-,�C DAR -- -- LONE VE (LEI-14-)- SOURCE FR0111 PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO SAND & B E 9_C_ki-6 R A S S f DEVELOP A MEW THOSE UNDERGROUND UTILITIES. HOWEVER, LACIONG EXCAVATION, THE EXACT _ - 7 LOCUTION OF UOINID FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. ovc 5" P�' O O ��� "'SIT- - WHERE AMPORt OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT —— e —— EXISTING CONCRETE SEAWALL EXCAVATION MAYBE NECESM. MEAN HIGH WATER L A WA��- CONSTRUCTED IN 1955 UNDER SAND AREA SE CONTRACT No. 1509, MASS. _ G GRANITE CHAIRS — —\ o — — — CONCRETE D. P. W., DIVISION OF WATERWAYS a BOTTOM OF BANK F' \ EXISTING SEPi1C'SYSTEMI INFORMATION OBTAINED FROM SEPiiC SYSTEM AS-BUILT TiE GIRD ON 0 -�" \ FILE AT BOARD OF HEALTH, AND FIELD LOCATED COVERS. EXISTING CESSPOOL LOCATION FROM I O \ \ SEPTIC SYSTEM 14PECTION REPORT BY SEAN JONES ON OCTOBER 31 2018. JKL 5/29/2019 PER HEALTH DEPT. COMMENTS P a �' S A N D \ \ '�- TOWN WATER Sty#la SHOWN ON THIS PLAN FROM FIELD LOCATED DIG-SAFE MARKINGS NO BY DATE DESCRIPTION N \ GAS SERVICE SHOW ON PLAN PER FIELD LOCATED DIG-SAFE MARKINGS SHEET TITLE N / S A N D ELECTRIC LINE SIIAMN ON THIS PLAN WAs FIELD LOCATED INDICATING oAIERHEAD SERVICE FROM Proposed septic o h� UTILITY POLE 10-8 AND FIELD LOCATED DIG-SAFE MARKINGS. :7 Upgrade Plan Ln N R For Cotta e P N H Y B 0 EXISTING PIER SHEET NO I Ch R SE 3-3430 N P DEP LIC.#8544 DEPT. OF THE ARMY s o CENAE-CO-R-199902348 CYI w BOTTOM OF STONE RIP-RAP DATE : MAY 8, 2019 0 20 0 20 40 SCALE IN FEET j SCALE : 1"=20'i i a+ i DRAWN BY: JKL CHECKED BY: MWE I, c JOB NO: 2019-018 FILE: 2019-018 PSDWG rn 0 i 0 BAXTER NYE SEPTIC SYSTEM NOTES F�X k , 'R I .. ("I & S U R'V. Y I N(; 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS BAXTE R NYE E TYPICAL SEPTIC SYSTEM PROFILE APPLICABLE. NOT TO SCALE 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEERING VC NOTES: ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. PRIOR APPROVAL BY THE ENGINEER. p 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL. SURVEYING 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHEDULE 40 PVC GARAGE SLAB ELEV=20.7f SET AT MANHOLE FRAMES AND COVERS TO UNLESS OTHERWISE NOTED HEREIN. Registered Professional Engineers WITHIN 6 OF FINISH GRADE OVER INLET AND OUTLET. d Land Surveyors RISERS & COVERS SHALL BE WATERTIGHT SET COVER TO 6" BELOW FINISH GRADE 5. IF THE SOILS ARE FOUND TO NOT BE CONSISTENT WITH THE TEST HOLE an y IX. GRADE=20.2f RISER & COVER SHALL BE WATERTIGHT DATA EXCAVATE UNSUITABLE MATERIAL TO THE "C HORIZON" IF REQUIRED, FOR A HORIZONTAL DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND _ FINISH GRADE=20.Ot REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF 78 North Street 3rd Floor FINISH GRADE=20.2f SET RISER & COVER TO WITHIN 6" THE SAS: Hyannis, Massachusetts 02601 11 IF 4 SCH 40 PVC AT 2X y OF FINISH GRADE: RISER & COVER USE EXISTING PIPING IF INTACT SHALL BE WATERTIGHT 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' 3" MIN. OF COVER. Phone - (508) 771-7502 ESTIMATED EXISTING INVERT AT , -.:. ::. FINISH GRADE OVER LEACHING SYSTEM=20.0 TO 20.3f 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER = - - FOUNDA110N 17.7t '•'` • • • ' Fax (508) 771 7622 (VERIFY IN FIELD) :'� " '•• 7 LF 4 SCH 40 PVC AT 2X 6 MIN, 2" OF �� DOUBLE www.baxter-nye.com 10" MIN. ., FIRST 2' (TO BE LEVEL) WASHED PEASTONE 36 ((max Cover PIPEUCONNECTION DISPOSALS. y - 2" _ 8 LF 4" SCH 40 PVC AT 2X OR FILTER FABRIC CHAMBERS BETWEEN 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT PVC INV IN-17.48 " z INV OUT=17.23 HAM ERS /SCH 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, ' CONCRETE LEACHING CHAMBERS 40 PVC PIPING 14" d GAS BAFFLE 6" SUMP . _ . . . .,. . �.. • r, :• AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR " , w 4 DIA. PVC 11 SHALL DETERMINE THE EXACT LOCATION BOTH HORIZONTALLY AND VERTICALLY REINFORCED CONCRETE 6 CRUSHED INV IN=17.09 . INV OUT=16.92 , OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION STONE BASE :•,•. - . :.:.': '•.:•.' v INV IN-16.76 O 0 O O O " ' " s OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ' ' ' ` :.': '.' '.; : a .. o 0 0 t� O ONLY. MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN ••,•.• _�: . ...::• w , ; ; BOTTOM OF r.; .- o 0 0 0 0 0 0 0 -CHAMBER & STONE INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE STON CRUSHED " - 1 Uj ELEV=14.76 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 5' MIN DOUBLE WASHED STONE WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN PROPOSED H•-20 1500 GALLON ONE-CMARTMENT SEFnc TAW PROPOSED H-20 a$TRBy ON BOX � No Groundwater Observed O Elev=7.0t INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR (NOT TO SCALE) (NOT TO SCALE) POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / SOIL ABSOWMN SY8TSA(SAS) H-20 LEACHING CHAP Mr ICAL) INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF T A M P S T A M P CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE (NOT TO SCALE) CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. --�OF Atli,� MATTHEVV �GJ, Vu. � o EDDY U CML tty No.43183 ®t� IST �t' " SIONAI C 61NSULT T AQJUST COVER TO 6 BELOW GRADE , 4." (8" H-20) 9" MIN.-36" MAX. COVER ; ) 20" D I A I-- --I 20" D I A I-- -� '',•,iib:""3�M1.-'�+'af a.;ti';r;.rti;';•.h:w'.•4•, ;''Jitir Q Q `Y'.'+.° ',2fw +r :1r:.i`i.F,.••J'.•:.T r:•y• ® O M ' NE d ►� CONSULTANT 2" PEASIDNE OR 3 / - / RIC 4.83 ® WDEWGEOTELE FAB BL ST 3" 00 clV - 1%• DOUBLE WASHED STCNE24■ 04 O EFFECTIVE DEPTH fi p p r• ..t.•.•r, t rt j:i:� :r%:r: ' +.'. ..i,t`• r.'l 'af.r l.::y:ti•f:.. •J:.': .G+.f: } ,t. ..1 .►• 1'.i'1 J' ..Y• r;:• ::S•!"(. !..: t'f .O.a ,k' Y`i ��:•'r •. ■ - ITT 4' 17'_ 4' k PRECAST H-20 CONCRETE LEACHING CHAMBER DETAIL 8.5 SIDE VIEW 25 PREPARED FOR : NO SCALE PLAN VIEW 500-GALLON H-20 LEACHING CHAMBER PLAN VIEW Jonah Goodhart NO SCALE 15 W. 18th Street, Apt.3 H-20 CONCRETE LEACHING CHAMBER DETAIL New York, NY 10011 NO SCALE PROJECT TITLE 85 Ocean Avenue SEPTIC DESIGN REQUIREMENTS Hyannisport, MA SOIL LOGS DATE 11/14/07 DATE : 12/11/97 NITROGEN LOADING LIMITATION: N/A P-11,997 P-9071 SOIL EVALUATOR: BARNSTABLE BD OF HLTH BARNSTABLE BD OF HLTH POOL COTTAGE - RESIDENTIAL: 3 BEDROOMS STEVE WILSON, P.E. AGENT: DONNA MORANDI AGENT: JERRY DUNNING x 110 GPD/BEDROOM TOTAL DESIGN FLOW = 330 GPD TEST PIT 1 TEST PIT 2 TEST PIT 3 s 0" G.S.E. = 21.0 0" G.S.E. = 21.0 0" G.S.E. = 18.0 GARBAGE GRINDER (NOT INCLUDED) = N/A A 10YR 3/2 ; SANDY LOAM A ; 10YR 3/1 ; SANDY LOAM A 10YR 3/1 ; SANDY LOAM PERC RATE _ <5 MIN INCH (CLASS 1) MP P LTAR 0.74 GPD/SF 10" 16" 5" MIN. LEACHING AREA OF S.A.S. REQUIRED: 0 N 330 GPD/0.74 GPD/SF = 446 SF MIN. o� B ; 1OYR 4/6 ; SANDY LOAM B ; 10YR 4/4 ; SANDY LOAM B ; 10YR 4/4 ; SANDY LOAM PROPOSED SYSTEM: 2 - 500 GALLON CHAMBERS WITH 4' STONE ON ENDS AND 3'-7" ON SIDES M 18" 24" "22 SIDEWALL AREA: (25 + 12,) x 2 x 2 = 148 SF C 1 10YR 5/8 ; MED. SAND C 1 ,• 10YR 4/6 MED. SAND C 1 ; 10YR 4/6 ; MED. SAND BOTTOM AREA: (25' x 12') = 300 SF E TOTAL AREA: 448 SF 76" 132" (ELEV 10.0) 132" (ELEV 7.0) 448 SF x 0.74 GPD/SF = 331 GPD > 330 GPD OK. 1 JKL 512 912 01 9 PER HEALTH DEPT. COMMENTS 00 NO BY DATE I DESCRIPTION SEPTIC TANK REQUIRED: 330 GPD x 2007a = 660 GALLONS C2 ; 1 OYR 7/6 MED. SAND USE 1,500 GALLON SEPTIC TANK, MINIMUM ALLOWED. SHEET TITLE 0 u, 132 (ELEV 10.0) Septic System Plan NO WATER AT 132 (ELEV 10.0) NO WATER AT 132 (ELEV 7.0) N PERC ® 60 (ELEV 16.0) PERC ® 60" (ELEV 13.0) Detail Sheet Ci RATE= <2 MIN/IN RATE= <2 MIN/IN Ln a CLASS I SOIL CLASS I SOIL SHEET NO m 3 v a S§%2 0 0 DATE : MAY 8, 2019 0 20 0 20 40 a J SCALE IN FEET o SCALE : 1"=20' 0 rn DRAWN BY: JKL CHECKED BY: MWE t- 0 JOB NO: 2019-018 F I L E: 2019-018 PS.DWG c N