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0021 WIANNO AVENUE - Health
21 27 `VIANNO AVE. OSTERVILLE A = 117 098 o 'i No. �` J 1 1,J Fee vU THE COMMONWEALTHfOF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitation for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair A Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. oZ' W 1.41JO0 &)t; 6,5-10 Owner's Name,Addre s,and Tel.No. W`4W"o Pzs4-t 05 Assessor's Map/Parcel I 17 PC) PRIOX 3 f4 _50VIO DWJAJIS "4 Installer'sMPC Name,Address,and Tel.No.,!5�026—(P77—f58 77 Designer's lame,Address,and Tel.No. r Type of Building: Dwelling No.of Bedrooms 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 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) FRU4C.6 N - H-a0 TLIS Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �� Date Issued /a) r No. J — (� * Fee /OU THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. r' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[pplitation for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair{A Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. a' Wt 000 (�C O�. Owner's Name,Addre s,and Tel.No. � W t�4 T/IVO Pt, I -its✓s�^' Assessor's Map/Parcel ( o g PO Pt,-X 3(4 �jurI4 be AIlS "/4 Installer's Name,Address,and Tel.No. —�T]—f5g-7 Designer's Name,Address,and Tel.No. G° 4PE�i Dr✓r trN7�4�0lS�S � � . �, �/� S C� K•t ,61 Type of Building: Dwelling No.of Bedrooms )/ Lot-Size sq.ft. Garbage Grinder( ) Other Type of Building r No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided, gpd Plan;' -Date Number of sheets Revision Date Title Size-of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or'Alterations(Answer when applicable) REPS n-wx M-a o Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig Date (o ,. Application Approved bydi Date - 2 1- (S Application Disapproved by Date for the following reasons Permit No. � O �� Date Issued ------------------------------------------------------------------------------------------------------------------------------- ------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )by CA Q w(a6 4..LC at Q ( 1,0 1&VU0 Pf U tg 66Tf71'11/ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.)a�f-19 r dated 2 Installer C,�49E�U1 D� � � �� Designer N�!-� #bedrooms Approved design flow Al lzi. gpd The issuance oft s p rmit sha11 not be construed as a guarantee that the system will dune io as designe . Date `71111 Inspector ( CU --------------------------------------------------------------------------------------------------------------------------------------- No. ���� �y ) Fee 10a THE COMMONWEALTH OF MASSACHUSETTS �- PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal �&pstern Construction Permit Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) �Abanddoon( ) System located at ; U '/J I knjyn Aug G7 5Z�?zw t C S..l— 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:Cons ctionrust a completed within three years of the date of this permit. (' Date ! 1_ // S Approved by �L i ,a U►05 15 08:29p p.1 /1 0 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 21 Wianno Ave Property Address f Wianno Plaza Trust Owner Owner's Name information is =� required for every OSterviNe MA 02655 7-2-15 page. Cityrrown Stale Zip Code Date of Inspection .Paw 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. General Information fillip out forms / /�/} OFuriir� on the computer, y/ d t�7 7� ��``�N, use only the tab 1 Inspector. key to move your =�! JAMES cursor-do not James D.Sears use the return Name of Inspector c �:vi key. CapewideEnterprises,LLC Company Name 5_153 Commercial Street '''��•,; , , ; PEC '�`•\`` Company Address Mashpee MA 02649 CityrTown State Zip Code 508-477-8877 S 1623 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. t am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation'by the Local Approving Authority i 7-2-15 ;pefcto4res Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ""This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection.does not address how the system wilt perform In the future under the same or different conditions of use. r� ,�I V [Sins^al13 Tide 5 Official Inspection Form:Subsurface Sewage Disposai System-Page 1 of 17 i i i 7 Jul 0515,08:30p p.2 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owner's Name information is Osterville MA 02655 7-2-15 required for every page. CityrTown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E I always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: Note: Five store's-two septic tanks-one G.T_ two D Box's seven chamber's.. B) System Conditionally Passes: ❑ One or more system components as described in the'Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined"(Y, N, ND)for the following statements. If"not I determined," please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally j ' 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): i i l i t5ins•3l13 Title 5 Offidal lnspeamn Fonn:SubsWace Sewage Disposal System•Page 2 of IT I I 1 Jul 0515,08:30p p.3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments, 21 Wianno Ave Property Address Wianno Plaza Trust Owner Ownei s Name - information is ostemlle AAA 02655 7-2-15 required for every -- page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cunt.): ❑ 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): . i ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): i ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): i I I I • i ❑ 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): . i C) Further Evaluation is Required by the Board of Health: . i ; ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the enviironment: ❑ 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 [Sins-3h 3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 i i f Jul 0515 08:30p p.4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owner's Nameinforrnat . required+foon e Osterville MA 02655 7-2-15 required for every ci frown state Zip Code Date of Inspection page. tY P Pe B. Certification (cunt.) 2. System will fail unless the Board of Health (and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water t 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: . II '*This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other. 4 D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Liquid depth in aeeppoot is less than 6" below invert or available volume is less than %day flow 4 64c*jy/eve t5ins•3M3 Title 5 Official Inspection Forth:Subsurface Sewage I)Isposal System•Page 4 of 97 l ,Jul 0515 08:31 p p.5 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 21 Wianno Ave Property AWress Wianno Plaza Trust _ Owner Owner's Name information is 0stervilfe MA 02655 7-2-f5 required for every _ page. City/Town state Zip Code Date of Inspection B. Certification (cunt.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen Is equal to or less than 5 pprn, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this forreil.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described fn 310 CMR 15.303, therefore the system fairs. The 1 system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the foffowing, in addition to the questions in Section D. Yes No s I ❑ ❑ the system is within 400 feet of a surface drinking water supply j ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply 1 El ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304, The system owner should contact the appropriate regional office of the Department. t5ins•3113 Title 5 Official Inspection Form:subsurface Sewage Disposal System•Page 5 of 17 - I i I I i Jul 05 15 08:31 p p.6 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owners Name information is required for every Ostetviile MA 02655 7-2-15 page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done.You must indicate"yes*or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? i ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? i Were as built plans of the system obtained and examined? (if they were not ® 0 available note as N/A) 0 ❑ 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? ElWas 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. E ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue I`I approximation of distance is unacceptable)1310 CMR.15.302(5)) i D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms'actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): t5ins•3113 Title 5 Official Inspedim Form:Subsurface Sewage Disposal System•Page 6 of 17 I i i i i Jul 05 15 08:31 p p.7 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owner's Name information is sterville MA 02655 7-2-15 required for every O page. City/Town State Zip Code Date of Inspection D. System Information Description: The system is a 1500 Gal. Tank- 1000 Gal Tank. 1000 Gal. G.T.-Two D Boxs and seven 500 Gal. dry well chambers. Number of current residents: j I Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information ton in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: Dace ---�-- Commerciallindustrial Flow Conditions: Type of Establishment: Retail- Rest-Cheeze Shop 832 Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): 22 Seats 7,847 Sq. Ft. Grease trap present? CK Yes ❑ No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: 2013-15,000 Gal's/2014-13,000 Gal's q t5ins•3113 Title 5 Official hspection Farts.Subsurface Sewage Disposal System•Page 7 of 17 I i Jul 05 15 08:32p p•8 Commonwealth of Massachusetts iwi - = Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner owner's Name information required for every Osterville MA 02655 7-2-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancyluse: Date Other(describe below): General Information Pumping Records: Source of information:Was system pumped as part of the inspection? ❑. Yes ® No if yes, volume pumped': gallons How was quantity pumped determined? Reason for pumping: Type of System: i ® Septic tank, distribution box, soil absorption system ❑ Single cesspool f ❑ 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): G.T. ` i� tSins-3113 Tile 5 official Inspection Form Subsurrace Sewage Disposal System•Page S of W j I i l i l 1 Jul 05 15 08:32p p.9 Commonwealth of Massachusetts -- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owner's Name information is Ostterville MA 02655 7-2-15 required for every _-_ , page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known) and source of information: G-T.&one tank NA/Newer tank-D Box and leaching 2000 permit#99-822 7-2015 New D Sox. Were sewage odors detected when arriving at the site? ❑ Yes [E No Building Sewer(locate on site plan); i 2, Depth below grade: feet Material of construction: i - 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.): Pipeing is cast iron from BLDG and 4" PVC SCH 40. Septic Tank(locate on site plan): I Depth below grade: 11& 14" t feet I Material of construction: ®concrete ❑ metal ❑fiberglass ❑ polyethylene ] other.(explain) If tank is metal, list age: years w Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Gal. & 1500 Gal. 1° Sludge depth: 211 15ins-�3113 Title 5 Offidlel Inspedlon Fomr.Subsurface Sewage Disposal System-Page 9 of 17 ,Jul 051.5 08:32p p.10 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owner's Name information is required for every Osterville _ _ MA 02655 7-2-15 page. Cityrrown state Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 28" _- 29 Scum thickness ill 011 Distance from top of scum to top of outlet tee or baffle 12' 8 Distance from bottom of scum to bottom of outlet tee or baffle 17" 18" How were dimensions determined? As S lu : -Plan Sludgee Juudge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Both tanks at working level w/steel covers in black top. Tank#2 1000 Gal. inlet baffle and tee. • outlet tee. Tank#31500 Gal. in and out let tee's. No sign of leakage or over loading. Grease Trap(locate on site plan); . Depth below grade: feet Material of construction; ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: 1000 Gal. Scum thickness 1 811 Distance from top of scum to top of outlet tee or baffle i Distance from bottom of scum to bottom of outlet tee or baffle 35" Date of last pumping: na _ Date i t5ins-3n3 Title S Offidel Inspedion Form:Subsuface Sewage Disposal System-Page 10 of 17 i i • ft • i - i Jul 0515 08:33p p.11 Commonwealth of Massachusetts Title .5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owners Name information required for every Clsterville MA 02655 7-2-15 page. City/Town State Zip Code Date of Inspection D. System Information (coat.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: i Capacity: i gallons Design Flow: gallons per day i Alarm present: ❑ Yes ❑ No i Alarm level: Alarm in working order ❑ Yes ❑ No i i Date of last pumping: Date Comments(condition of alarm and float switches, etc.): 1 I i - I i *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No i t5ins-3113 Title 5 Oftidal Inspection Form:Sibsinface Sewage Disposal System..Page 11 at 17 f Jul 0515 08:33p p,12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owners Name information is Osterville MA 02655 7-2-15 required for every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0/0 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.): D Box#1 is T below grade wlone line out. D box#2 is 20" below grade wl three Sines out. . Both D Boxes have steel covers at grade in blacktop_ D Box#2 is new 7-2015 Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order El Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): - 1I I " If pumps or alarms are not in working order, system is a conditional pass. i Soil Absorption System(SAS) (locate on site plan, excavation not required): i If SAS not located, explain why: - i t5ins•3/13 _ Tides OfTiaal Inspection Form:SubwAeos Sewage Disposal System•Page 12 of 77 i i i -Jul 0515 08:33p p.13 Commonwealth of Massachusetts • Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 21 Wianno Ave m Property Address Wianno Plaza Trust Owner Owner's Name information is required for every Osterville MA _ 02655 i7-2-15 page. Cityrrown State Zip Code Date of Inspection D. System Information (cons.) Type: ❑ leaching pits number: ® leaching chambers number 7 ❑ leaching galleries number. ❑ leaching trenches number, length: i ❑ leaching fields number, dimensions: — ❑ overflow cesspool number. ❑ innovative/alternative system I I Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): leaching is seven 500 Gal. Dry well chambers 13'x64'xT. Four steel cover's in black top wlvent. 2"water in chambers.Wall's are clean like new. No sign of over loading or solid carry over. 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 I Indication of groundwater inflow ❑ Yes ❑ No 15ins 3r13 Idle 5 Official Inspac on Fond'Subsurface Sewage Disposer Syslem-Page 13 of 17 -Jul 0515 08:34p p.14 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments . . 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owner's Name equir required a osterv7te MA 02655 7-2-15 required for every - page Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of pon ding,.condition of vegetation, etc.): I ' I I Privy(locate on site plan): i Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): . i l I - I _ f t5ins 13113 Title 5 Official Inspection Fam:Subsurface Sewage Disposal System-Page 14 of 17 ` i i I ,Jul 0515 08:34p p.15 Commonwealth of Massachusetts Title 5 Official Inspection Form UVSubsurface Sewage Disposal System Form-Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust _ Owner Owner's Name information is Ostemille MA 02655 7-2-15 required for every -- page, Cityrrown State Zip Code Date of Inspection D. System Information (cone.) 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 i i 1 h . i t5ins-W3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 i I Jul 05 1.5 08:34p p.16 Pit- I-vv -i j i i I. i c5r I _ i -Jul 05 1.5 08:35p p.17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 21 Wianno Ave_ Property Address Wianno Plaza Trust Owner Owner's Name information is Osterville MA 02655 7-2-15 required for every page. cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells IVv 30'+ Estimated depth tojGgh 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-99 ❑ Observed site(abutting propertylobservation hole within 150 feet of SAS) i ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database -explain: I You must describe how you established the high ground water elevation: G.W.Per Plan 12-3-99 30'+below bottom of leaching. i i Before filing this Inspection Report,please see Report Completeness Checklist on next page. 1 t5irs 3/13 Title 5 Official fispeclion Form:Subsurfam Sewage Disposal Systam•Page 16 of 17 ; i i I tj t -Jul 05 15 08:35p p.18 Commonwealth of Massachusetts Title 5 Official Inspection Form F� Subsurface Sewage Disposal System Form Not for Voluntary Assessments 21 Wianno Ave Property Address Wianno Plaza Trust Owner Owner's Name information required for every Osterville MA 02655 7-2-15 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file i i s - - i I 15ins-3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 17 of 17 t l 1 Health Complaints 04-Oct-01 Time: Date: 10/4/2001 Complaint Number: 3101 Referred To: Taken By: DANIELLE ST.PETER Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: Business Name: Number: 21 Street: WIANNO AVE Village: OSTERVILLE Assessors Map-Parcel: Complaint Description: APROX. 1/4 GALLON OF GASOLINE SPILLED FROM A CAR PARKED OUTSIDE IN A PARALELL PARKING SPACE ON SIDE OF THE ROAD. Actions Taken/Results: SPEEDI-DRI WAS APPLIED BY FD.THERE WERE NO CATCH BASINS CLOSE BYE AND THE SPEEDI-DRY WAS KEEPING IT IN PLACE. Investigation Date: Investigation Time: 1 22N BRUCE P. GILMORE AA ATTORNEY AT LAW 1170 ROUTE 6A WEST BARNSTABLE, MA 02668 (508) 362-8833 FAX: (508) 362-5344 Mailing Address P.O.BOX 714 WEST BARNSTABLE,MA 02668 July 26, 1999 Thomas o McKean, Health Agent Board of Health Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: 21, 23, 25, 27 Wianno Avenue, Osterville, MA Dear Tom: I,have spoken with my client, Norman Boucher relative to the septic system problem at the properties located at 21, 23, 25 and 27 Wianno Avenue. Mr. Boucher has retained the services of Peter Sullivan to have a new system designed which will comply with the regulations of Title V. In the interim, Mr. Boucher agrees to having the liquid level inspected weekly with pumping done as needed. `.. �f. I trust that this answers the concerns of the Board of Health as raised in your letter of July 16, 1999. Should you have any questions, please don't hesitate to contact me. Thank-you. Very truly yours, �0 Bruce P. Gil Ye egg cc: :, N.-Boucher CA CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT 1875 ROUTE 28 CENTERVILLE, MA 02632 (508)790-2380IFAXS(508)790-2385 OILIHAZARDOUS MATERIAL RELEASE FORM F.A.# Q I - G _ r,a? LOCATION: ADDRESS OF RELEASE: 441 62/a a.4jQ j of !l<Ti r�trr. r G A4.4 oo DATE OF RELEASE: In i PRODUCT RELEASED: ESTIMATED QUANTITY: fit . _ 1 CORRECTIVE ACTION TAKEN BY RESPONSIBLE PARTY: 1 t,A "I -ps nL q .1 NOTIFICATIONS: FIRE DEPARTMENT: YES(X) NO( } DATE: i Igm TIME /ct%7 NATIONAL RESPONSE CENTER YES(, )/NO( } DATE: TIME: r c-� e-2 DEPT. OF ENVIRONMENTAL PROTECTION YES( O( } DATE:La&i_TIME:j. OIL SPILL COORDINATOR: YES( ) NO(v} DATE: 'TIME: TOWN BOARD OF HEALTH: YES(,lyNO( ) DATE._LaLd y,LTIME: /�/-> TOWN HARBORMASTER: YES( } NO( � DATE: ' TIME* ' OTHER AGENCIES::�2 =:a.,, rr sc J COMMENTS: �.��_. �e► . to � t /_ / . s . �_ .� C REPORTED BY: �,a n�_ /_ /"I DATE: A /n � WHITE COPY-FIRE DEPARTMENT YELLOW COPY-D.E.P. PINK COPY-BOARD OF HEALTH C-O- M FORM#58 AsBuilt Page 1 of 1 TOWN OF BARNSTABLE x7 i,U A LOCA N SEWAGE#` �. ,yn1 n A(/ p9- g VILLAGE O S7'eR V111-e ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. J,/ oM A C 0 A d efe.. SON SEPTIC TANK CAPACITY Z•r 0 0 LEACHING FACILITY: (type)7-AY0W CA4At/Se4 5 (size) Sdo G 4,4-e NO.OF BEDROOMS BUILDER OR O PERMIIDATE: -COMPLIANCE DATE: too Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 9 a y 6/23/2015 http://issgl2/intranet/propdata/prebuilt.aspx7.mappar=117098&seq-1 f I , 4 Sullivan Engineering Inc. _ 7 Parker Road .. r ,--Box 659 Osterville MA C2655 ' Peter Sullivan RE . Mass, Registration No. 29733 Phone 5081428-3344 ; `T Fax 508-428-31,15 _.e-mail:__psullpe@aol.com, -_u ,.t,September.,2.7,.=2000 Town of Barnstable Board of Health Attn: Donna Miorandi 367 Main Street , Hyannis, MA 02 601 RE: 21-27 Wianno Avenue, Osterville, MA (Map 117 Parcel 098) Permit No. 99-822 Dear Ms. Miorandi, This letter is to confirm that as the designing, engineer; I supervised the, installation of the septic system at the above referenced property and it was installed in accordance with with plan. I trust this meets your present needs. If-you have any questions, please contact my office. Thank you. V truly yo , �,�� Peter Sullivan P.E. Sullivan Engineering Inc. PETER SuLLIVAN p C29 tIL ST - s - Members of American Society of Civil Engineers, Boston Society of Civil Engineers TOWN OF BARNSTABLE LOCATION 1" x 7 W I A n!d n A IO C' SEWAGE # 99r VILLAGE OSTeR V/Ile ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. J '/' M A C d m 9 ell? SON SEPTIC TANK CAPACITY Zs0 0 LEACHING FACILITY: (type)7-/DLO GtJ C11.4A isNe S (size). j NO. OF BEDROOMS i BUILDER OR OWNER 1� �EJJWPERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet j 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 0 0 i xh d- ,`^ r 6 ' e - , Y oFt r , Town of Barnstable • Department of Health, Safety, and Environmental Services Public Health Division AIF�'AP�A P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health Mr. Norman Boucher 7/16/99 Wianno Plaza Trust P.O. Box 2216 Hyannis,MA 02601 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. Records reveal that the cesspool/septic system was pumped excessively at 21, 23, 25,27 Wianno Avenue, Osterville. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Overflowing septic and excessive pumping during the past year. You are directed to hire a professional engineer to provide plans of a replacement system within ten (10) days, before July 28, 1999. You are also directed to bring the septic system into compliance within thirty (30) days of receipt of this order letter. Therefore, the construction of replacement septic system component(s) must be completed on or before August 18, 1999. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH � 7/ 4m5as A. McKean, R.S., C.H.O. Agent of the Board of Health TOWN OF.BARNSTA.BLE LOCATION.)./- Z 7' iV I A,pi t/n A y ie SEWAGE # 99 g I VILLAGE O STeR ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. I of. S oA/ SEPTIC TANK CAPACITY _/Sd O LEACHING FACILITY: (type)7/GLO cu Gf/iQ,N iSe.t''S (size) Sd o 6.9 L--e. NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r F j I 0 xh Y. eP V, t 1 R is i r LOCUTION ' 5EWaC4E PERMIT UO. - 9 Fa L -VILLAGE , IW.57ULLER 5 W&&AE ADDRESS �UILDE 5 Q &ME ;UDDRE55- DIQTE PE NAIT 155UED,'=jA-/Y DATE COMPLI Ut,ICE ISSUED : — — — 3� Illy" , TOWN OF BARNSTABL,E LOCATILO 7' Wf A n/A/n A IO d' SEWAGE # VII.LAGE O S) ,ek IJ/11-f ASSESSOR'S MAP LOTP T- INSTALLER'S NAME&PHONE NO. e o A d eR., s a v SEPTIC TANK CAPACITY LEACHING FACILITY: (type)7 r'LDW C&-0 9ef�S (size) .S60 6 lq, � NO.OF BEDROOMS BUILDER OR OWNER. A-10 PMA 6QKC-,86Q PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 20Q 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 / s t 05 t 4 t -s �° it. -74(Put 074,10 a LOCATION , SEW®GCE PERMIT UO. VILLAGE — _ _2 .- - - IW.STQLLER,S W&NEE ADDRESS -e'allLD.E 5 1J &"E gADDRE SS DfaTE PE t�1T 155UED 3 DATE COMPLI &MCE ISSUED . — — — ----� v;, � , �_ .� ;.�� � ;� 4 jam No......................... .. .................. THE COMMONWEALTH OF MASSACHUSETTS BOARD F HE LTH d.—tcl -----------OF....... .. .............. ........ ...............----- Apphration -fur 43hiVuuttl Worko Towitrurtiuu Vrrutit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: ./44.d7Tioot_Tp...MA2Il__.F_�2Y;;-_'�:sTRiL ........._ ------•-----...-•-•---•-------•---------••--•.................•--•--......•--------------.....-- Location.Address or Lot No. ................................ Location- t6U.MiN_O_._P�.41A.7RuT --•--•-----------•. w Owner Address Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion At/tic ( ) Garbage Grinder per, Other—Type of Building�mia.xi_...A��:t�"ie1c No. of persons-----------,T------------ Showers (--) — Cafeteria (--)— Other fixtures---------- ------------------------------- w Design Flow...................31_.__................gallons per person per day. Total daily flow--------Le/®------------------------gallons. WSeptic Tank—Liquid capacity/63V-gallons Length................ Width---------....... Diameter---------------- Depth.__.----__----. x Disposal Trench—No. .................... Width-------------------- Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No-------/........... Diameter/6P!�V,_ Depth below inlet.................... Total leaching area------------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by-------------------------------------------------------------------------- Date---------------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of Test Pit.-.-_-_-.___--_____. Depth to ground water_..---_----_-.--_._.._.- fZq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water__._...__-_-..._---..___ O Description of Soil........................... �(j . .. � .X `- •------ ----- w -- ---- ------------------------ VNature of Repairs or Alterations—Answer when applicable._---------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- •------•--- .............. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued by the b rd of health. Signed --------------- --------------------------- ---- ---- - ' ---- -��---Date------------ Application Approved BY- - - % •- Date Application Disapproved for the following reasons:-----------_____ ___ ______ __________ _ _ --------------------------- = - ------------- / fat YPermit No......................................................... Issued...___....':Z.- --------------•-•-•---•----•-- Date a / No........�J-....----_.. /j............... THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH ------- .OF.......0,. . ,................................. Appliration -for Bhipoiini Works .Tonfitrurtion PPrntit Application is hereby made for a Permit to Construct (1y or Repair ( ) an Individual Sewage Disposal System at: Aad;rr,oLl,7,3 MA,rz �� ��a� -4 &T1ZIle .......•------ ----------------•------.......•. -- ---- ---...............�.._.. Location-Address or Lot No. liJ 1 A�N� h V —WI-/�NIVg PL/� /1 -i J1U5.)-- Owner Address Installer Address Q Type of Building Size Lot----------------------------Sq. feet V Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( Garbage Grinder (—) aOther—Type of Building No. of persons...........y------------ Showers () — Cafeteria Q' Other fixtures --------------------•-----_--__ . . W Design Flow..................�Z4................gallons per person per day. Total daily flow......... 0........................gallons. WSeptic Tank—Liquid capacity/6-,TV--gallons Length................ Width................ Diameter-----........... Depth.-.._.---------- x Disposal Trench—No. .................... Width---------------..... Total Length--_-------____.--_.. Total leaching area--------_--_----.-sq. ft. Seepage Pit No-------L----------- DiameterZ�UoS!?.... Depth below inlet____________________ Total leaching area..--____.-..__-_sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed bY.......................................................................... Date...............................-------- Test Pit No. 1----------------minutes per inch Depth of "Pest Pit-------------------- Depth to ground water--------.__--___-.-_---- fiq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--..-.--_---.--..------. ..............---- -- -- - � ---------- - - - Description of Soil -- - --- �!' -G�l---. { �y� tf G* . ------ .........ate.. ' ..- w ----x ------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ -------------- ---------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b e issued by the b rd of health. Signed--- A -•-• ••. ------------ ----- Date Application li Approved lvl..... Date PP d By-------- i� - -- ------ 1 -i1/1--/.�c,./ ------ Application Disapproved for the following reasons:------------------------------------- -----------•-------------------------------•---- ------------ ----.....•-•.........-•-••••----.----•-•-•--------------------•--•-------•-•-•-•---•-------------------------••--------•-----------------------•----- -------.-.---------------------------------.----- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ..... (�s �L...........OF.......... _ .. .... `.......... uprdifirnte of 10,11ontplialtrr T�0 CEVT1at the Individual Sewage Disposal System constructed ( ) or Repaired__by..._.... -- . . a --------------------------scalier------t'i/L i i i-c, l �; j _ /� �� �/ G at ,` l ----- ' `•1 0 '�'1' =''s 1--- ----- --------•---�J.s.r�-s�s�--44' -- - — `"�-'' has been installed in accordance with the provisions of . XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit N ...7 --------------- .............. THE ISSUANCE OF THIS CERTIFICATE SHALL, NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. .L_...- DATE-------- + �•�- ....-•-•----•••----------------••--------•-------_.... Inspector-------- 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALT 76 ... ... ..of........ lvi- -.- ...... .................. NO.. FEE./.tl)---�_'� nttrttrtion �rrntit Permission ereby granted !� 1- ........................................................... ---- ......... to Construct ) or Repa• ( ) an Ind• '. al ewage s osal System `L at y treet as shown on the application for Disposal Works Construction it No_ ...4�__ _. Dated-. ---3_ _-.��--_-__•--•.--- --- --- ......��� --- �. -. // Board of a th DATE.f•_'?...�..�` FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 774 A�, �J .a 41 PIC Poo -,'• ��' � ' � - �� ExrsfiNG ��.esrsryNb cue_ — �, S/ '� j1 CuT sf�/VC 571V 10 V CA o ° �� toss �f h Sysr&ry L,.gyouT 8y �,eCN�rECT �.i cE�nF� PLor �Lg� �� LocA-77y�/ 0.TTEKViGG F i"IASS. " w Ro� DATE 2,J j 74 ,SJ-10 wA/ o oV ZA-AID �o c.AC T �� zosz9 a Qti/L?U/n/6' XM-Ww pN TtI/S DJA�v ' N �i h rs o c 7R/E' To bvN 76 W/AArA/O T�LAZ,,9 Subdivision of Land & Lot 5 F R Shown on Plans 20329A & 12546 . Filed with Certs of Title Nos-9025-17031 w c h 4 Registry District of Barnstable County $ L M 1 C `. cn • • M ,r ;VN• O p m 0 to 0 i : � V •d lit Ir Z O 1e�;1 a 'S N p -4 cn r p coZ� ; 02 oo�r4 c s _ -�•�W /9V 171 Aga Va Z s� OL' ae�d 8 n ~.rN.. , , rt�lV r, Fee: �/ �✓, j THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for �Dizpoar *paem Construction Permit Application for a Permit to Construct k Repair X Upgrade( )Abandon( ) El Complete System ❑Individual Components 'Location Address or Lot No.21-V7 o, N a A U G Own rIs Name,Address pand Tel.No. '77 S —9t8 h4O V_v, A) poue-bYE-(Z, Assessor's Map/Parcel /� 1 1-T QP2c.C 1— 9B 70 60 X ZZL Cp Q 26O Installer's Name,Address,and Tel.No. Desgner's Name, ,AAddress and Tel.No. ULLAUP0,3 ?E. V LI po hV Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(I c) Other Type of Building R ETAt t_ No.of Persons Showers(kto Cafeteria( Other Fixtures QGVTAyf-AtiT (ZZSeA-i'S 17-457 T;b(? zQ GF0/SeA4T Design Flow 832.. gallons per day. Calculated daily flow M gallons. Plan Date Number of sheets Z Revision Date I 0 7u E Title Size of Septic Tank 15—DD C>At-�-.t�k Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) DESIGNING ENGINEER MUST SUPERyin 1N8:f*ttATi0N AND ERTIFY IN WRITING THE SYSTGnA WAS eue.TA -- In ACCORDANCE To pi CT Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Board of Health. Signe , W, �✓ Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued J '► % ;. ,• `��(" � � ,�. r, _ (/ram-'-/'//'' Entered in computers-•"� �,• lTHE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN'OF BARNSTABLE, MASSACHUSETTS w . application for Migpogal *pgtem Congtruction Permit Application for a Permit to Construct( Repair(Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. V-Z`1 1![`� �a ti iv 0 A U t_ Owner's Name, 4%tU &oUCi Address and Tel.No. T(S-- "9(8 1 i=2 Assessor's Map/ParcelM A1 '7 �R�2 t_.L„ 96 Nl0 ?_M Pa 60 K 2Z1 (p a,,3 M C�Zb0 Installer's Name,Address,and Tel.No. Desi ner's Name,Address and Tel.No. Er�f_Z Su t_(_\v raN ?F_ ` 71'9A,k-e Z (_osa.J Type of Building: Dwelling No.of Bedrooms t,(l J� Lot Size sq.ft. Garbage Grinder( 40.j Other Type of Building R E na i L_ No. of Persons Showers( k )Cafeteria( Other Fixtures 1Z t srA v�LAtQ T (ZZ S C A75 Fa sT Fa�9& ZQ G P 0/S CA-T ° Design Flow 832 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets 2 Revision Date k1 D ky E Title Size of Septic Tank IS L t-1 Type of S.A.S. '5'Y C. 'x Z' A.L Lc:�j 'r Description of Soil Nature of Repairs or Alterations(Answer when applicable) - Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the.system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signe W• 6r/• Date Application Approved by .-7 i Date g Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS 6 BARNSTABLE, MASSACHUSETTS �� Certificate of Compliance THIS IS TO &TORTe tha n-site Se is ystem Constructed( )Repaired,( )Upgraded( ) Abandon d( )by at has been constructed in accordance with the provisions of Title 5 and the for DisposalSystem Construction Permit No. ated Installer Designer The issu a of t s rmit shall not be construed as a guarantee that the s to ill function as Qgne o o Date Inspector I/ o Of No.— --------------------------------- Fee THE COMMONWEALTH OF MASSACHUSETTS ,Oq PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mig ogal gtem Congtruction Permit Permission is hereby grant d to Co stru t( RZeWra!A 1 )A-andon( IIo' System located at �� � (/( , � � I Z` and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must bee 2 completed within three years of the date of this e t. ^ Date: / Approved by t � s Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 428-3344 fax 428-3115 e-mail-.PSullPE@aol.com July 28, 1999 Thomas McKean, R.S., C.H.O. Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: Norman Boucher Wianno Plaza Trust (Wianno Ave., Osterville) Dear Mr. McKean, This letter is to inform you that I have been retained by Mr. Boucher to provide plans of a replacement septic system for the above referenced property. Mr. Boucher received a letter from you dated 7/16/99 which directed him to do said work due to failure of the present system, as according to records, the existing system was being pumped excessively. As per our telephone conversation, I again reiterate that I cannot begin work on this project for at least 10 to 12 weeks. It is my understanding, that you were going to call Mr. Boucher and explain to him that he was to keep the existing system pumped on a regular basis until the replacement system can be done. I trust this meets your present needs. If you have any questions, please feel free to contact me. Very truly yours, Peter Sullivan PE Sullivan Engineering Inc. cc: Via Fax: Norman Boucher @ 508-775-9181 Attorney Bruce Gilmore @ 508-362-5344 Members of t American Society of Civil Engineers, Boston Society of Civil Engineers .6isign Flow('excluding the Cheese Shop) - Retait=50 go/10009f FG.40-41 f.G.Varies 40-4 'Retail Area = 6,800 of Retail Flow MQ M?9 Schedule of Heavy Duty Covers to Finish G-ade n n PCC Risers to H. Frame 8 Design Flow Cheese Shop i Varies F.G• Cover Restaurant=20 eons r seat Component Covers Req. 37.5 i - � h = �,� 440 + 36.6 I500 Gallon Top E1.385 Septic Tank 2 Risers as.required , 38 4 C Sop gpd Septic Tank 38.2 Sot.E1.35.5 Retail Space= 1047 sf gp� Distribution Box 1 each box Risers as required ; 36.0 Cheese Shop total 492 gpd Galley Field 4 Risers as`required Total 832 gpd Bedding as 30.5' Septic Tank + Per Title 5 ✓ Re use grease trap 8 septic tank for the Cheese Shop iParking Lot 1 Risers as required Sized 20D%of design flow for retail= 680 gallons j Drainage System Ground Water Estimated a El.&0 Per T.O.B.Ground Water Map. Use a 1500 gallon tank A DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Leach Field(total building flow Including the Cheese Shop) Not to Scale Required Area=GPD/0.74 1125 sf , Field Size=13'Width x Length Length= 63.3 If { r Finish Grade Use 13'x 64'field with 7(seven)500 gallon leaching drywells Area Provided= 1140 of All Components To Be H-20 Filter Conp�d Fill - Fabric Water Motor Readings (Centerville Osterville Marston Stills) � =N 1/8-Ile 1898 68,000 gallons/year r Pea Stone , ea 238 9 yy gpd � . 11187 64.000 gallonslyear 224 gpd Assume 6 days a week for half year and 5 days a week for the balance 1g hn for a total of 286 business days _ Leaching *_l w Design flow Is greater than actual usage by 3.5 a Chamber - Double o ble I � 7_10 I - Notes: , 1. Filter Fabric is required over the system. SECTION OF-CHAMBER 2. All Components are to be H-20 CROSSA Risers d h du covers finishedgrade.^ :NOT TO SCALE 3. sers an ea to heavy duty 4. SY stem must be vented. = 5. Pump existing septic systems and remove the structures in their entirety. 6. Note,the septic tank and grease trap for the Cheese shop is to be reused(pump both as part of this _ NOTES repair). ; 7. Remove existing catch basins. L Water Supply ForThis Lot is Municipal Water.. , 8. Remove all unsuitable soil around both existing septic systems and catch basins. , 2 Location of Utilities Shown on This Plan Are Approx. 9. All stone to be double washed with no fines attached to the stone.The engineer reserves the right to At Least 72 Hours Prior to Any Excavation Far This !� ' Pro1ec t The ControctorSh all Make The Required reject stone that does not meet this spec. Notification to Di Sate(1-800-322-4844) . 10. Piping ten(10)feet out from the building to be cast iron in accordance with the State Plumbing Code j 3 The Contractor is Required to Secure Appropriates with the balance of piping to be schedule 40 PVC. Permits From Town Agencies For Construction P•P $ � Defined byThis Plan. 11. Roof nut off may be directly piped into theproposed arldn lot drainage system.Y YPP P 8 $ Y � • } 4 Install Risers as Re uired to Within 12ssof - f Finished Grade. ,.0 Q��,A� + 5.All Structures Bdried Four Feet or More or Subject' to Vehicular Traffic to be H-20 Loading. ' Pj ',� 6 Septic System to be Installed in Accordance With e�` aY Sl1LLIVIN11 , 310 CMR 15.00 Latest Revision And The Town of iS0.297 c i Barnstable Board of Health Regulations 61aJIL T All Piping p nq to be Sch.40 PVC. i Prepared By. Ca eSury Prepared For: Titl`: North Scale Sheet i# Sullivan Engineering, Inc. p ; E Septic Repair Plan @ Wianno Plaza Date PO Box 659 7 Parker Road 1 Norman Boucher 21,23,25,27 Wianno Ave. 1Z/03/99 i 2/1 Osterville, MA 02655 Osterville MA 02655 Wianno Plaza Trust Osterville Mass. (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 Ihx JOb PSAPEaFrd.com capesurvatrapecod.net - _ Assessors Map 117 Parcel 98 �` •'` AP Ground Water Zone Bann1 16''cHlw-f=60.05� r -� cro !, ® 100 001 Concrete whlkwoy { `''a • — 45 10.8' — `.J \ '20.66' 3 • c t • - u 7 : O Ct fl 0 pp OEM m J Po k V !` Sf a r 1 H c i z Commer B/ock 8 cia/ Building F a a 7 ° ^O e 'fj anno Plaza' ' ;0 4 i .. 84 7 s.t tSF (fao tprnn t) Cellar oor C �t � e F ry. E1-36.5 2-- o I F \ DO G.nLLON , `` tZs, E LEACH PITS w/4 a STONE OE\ N -. \ FABRIC.FILTER c -- 1 I z AsPhalt Pork/nZ . _O 9 Areq O tC ®`N EXIST TAtik — — ( MIN O O-Box , TANKS O O P ._, �-sox e o NT - N n s r .am _ N v � R C / A o ° N M 3g._', O �+ 1k g 2 P 1c{ , e' N 2a�' 20 023±S (total) O vl��LI�Ai� c3 Coll R �Vjt'j 4S'} . , 'sca [10.2973 m rol9hrr9oie PIP' C611iL� Cl) PLAN VI EW o Sfy w Prepared By. Prepared For: Title: North Scale 1��_2O, Sheet Ca eSury • Plan Wianno Plaza S e tic Re air Date In . Gw li an Engineering, c p p p lv Su , Bouche r 1 /2 � Parker Rood .Norman B >< nno Ave. � 12/03/99 x s5s 1 3 2 5 7Wa Po Box 2 ,2 , ,2 Osterville, MA 02655 Osterville MA 02655 Wianno Plaza Trust (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fox OSterVllle Maas. DW9 PSUI PECOOLcom capesurvOcapecod.net `14 9 McKenzie, Marybeth To: William Russell Subject: RE: Pineapple Caper Cafe Seating - Change Request Hello Bill, I didn't forget about you it has just been really busy, but I did speak with Tom McKean about your concerns/issues with regards to seating and these are the items that should be addressed before we sit down with you. The property is located in the estuaries. Please go to the town website and review the Protection of Saltwater Estuaries § 360-45 Interim regulations. It explains the regulation regarding the sewerage flow that is allowed in this area and lot size. The property that your facility is located on is only .45 of an acre, 20,023 sqft. You will need to have an engineer give you options and a design that would show how to meet this regulation. We could meet the engineer and you at that time to go over options; if there are any. I understand your water usage is different from the past usage, but an engineer would have to submit a plan that could show that the whole complex usage would be met ( because you are on a shared system) and/or a variance obtained by the Board of Health regarding the estuaries regulation. Don't forget to include the 200%of the average water meter readings for all of the units. If the combined water meter readings x 200% can be handled by your soil absorption system an engineer would still have to supply a plan showing that all requirements are met. We can't, as inspectors, change a plan that is on file, a new one must be submitted. As I mention before, if your engineer would like to discuss options then a meeting can be set up. Regarding the retail space, ( as noted on the approved septic plan on file);his might allow extra seats.The issue that has to be addressed is that the plan on file does not delineate retail space from kitchen space. Is the 1047 sqft the total sqft of your facility? If it is,then not all of that sqft can be used to go to extra seating, so you should measure the sqft of your facility. I think you need to review your records regarding the 25 seats.You applied to licensing for 22 seats and supplied them with a seating chart showing 20 seats, so 20 seats were approved by licensing. The health department allowed 22 seats. The food permit reflects the most restrictive number that was approved by the different departments(building, licensing, health)that is why your permit reflects 20 seats. Your facility is considered a restaurant, but we understand that some restaurants do more business that others, but the code doesn't differentiate . Fast food restaurants only supplies food product to their customers on paper/disposable products. By washing dishes, utensils, etc., it will change your flow use from fast food-20 gpd to 35 gpd. So actually, there should be a decrease in seating, if you continue to use plates, mugs, utensils. Regarding the outside seating. I actually cited you on having the seats outside and you were instructed to remove them. You are not permitted for outside seating with either the licensing or health department and may not have them until proper approval has been given. You should also check to see who owns the sidewalk or the area where you would want chairs because if the town owns it then permission would have to be granted to use the area. Check with licensing on this issue too. Bill, I know this can be confusing, but I recommend you that you get an engineer to help you with your options. I hope this helps clarify issues and that things work out. If you have more questions please feel free to contact me. Regards, Marybeth McKenzie R.S. From: William Russell [mai Ito:wruss14@gmail.com] Sent: Wednesday, February 21, 2018 10:10 AM 1 No. — Few THE,COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS `y ZippYication for )Dioozar 6raem Construction Permit Application for a Permit to Construct k Repair X)Upgrade( )Abandon( ) O Complete System 0 Individual Components Location Address or Lot No.V—2.'7 (�� n n,a g L OwnQr's Name,Address andTel.No. -T7 S —,918 1�4 O'Q�A-tV p0 U(f.t,' Assessor's Map/Parcel, N1 A 1 1-T p9 ,c l'l.. 9B t)O X 22l� ©rZ(O Installer's Name,Address,and Tel.No. Desii er's Name,Address and-Tel.No. drZa—?j Type of Building: Dwelling No.of Bedrooms— A Lot Si ft. Garbage Grinder(14tc) Other Type of Building - t o:of Persons Showers(�to Cafeteria( Other Fixtures Q•i=5 v t 22 S E A Fos �' 2 P O S Er4 Design Flow 92 Z. gallons per day. ed gallons. Plan Date Number of sheets 2, Revision Date k O N E, Title Size of Septic Tank l 5—� GA -c-.co t Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) DEIGNING ENGINEER MUST SUPFRympr AND C-E—RTIFY IN WRITING r ACCORDANCE To PLAN CT Date last inspected: Agreement: �. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Board of Health.- Signe KJ• Date Application Approved by. Date Application Disapproved for the following reasons 0 Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER tha n-site Se is ystem Constructed( )Repaired.( )Upgraded( ) Abandon d( )by d at — has been constructed in accordance with the provisions of Title 5 and the for DisposaTSystem Construction Permit No. r ated Installer Designer The issu a of s rmit shall not be construed as a guarantee that the s to ill funct' �on as gne e e Date Inspector M ORS MAP NOs;,,.�*� P NO. No. . -•- Fss..�.. THE COMMONWEALTH �OF�MASSACHUSETTS , - _ OAR® R'4A LTH .............................."--.........O F................--.........--..._......----------------•---............................... Applirativit for Mipaaal Marks Tnntrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: 11 S' y1 � � . r'�it..._rr�, r �.,(:/•�c�'� /fad ---•-- -./.,[!��r -�-- - ation-Address •� / or E No. ... .............� . �'i`�/ ..._ ._ .... .................... ...._......_._._ Owner _3 Address Y-4 �, ,�- !4 .................................................. /� Gsf(? �......- ------------�•- �Installer Address d . Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms^................................ .Expansion Attic ( ) Garbage Grinder ( ) ;. - .�No. of ersons....•....................... Showers — Cafeteria per., Other—Type of Building .��!�._..+'�... p ( ) ( ) Q' Other fixtures -------------------------------• . - W Design Flow............................................gallons per person per day. Total daily flow......................................._----gallons. 1:4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area______---_--__.•----sq. ft. 3 Seepage Pit No-----------------_-- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) `-� Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water____-__-_-•__--.-_____ a ----•---•-------------------------------------------------------------------------------••-•.._.._........................................................... 0 Description of Soil........................................................................................................................................................................ x U ....-•---•-•-•-•••-----•------------------------------------•---•................--••-----•---•-•-••.._.......---•-•-----....----•---•---•------------•---•-•----•-----........_................---•--••. W ----------------------___...................................................................._............................................................................................._. UNature of Repairs or Alterations—Answ r when app icable__ tiS_T73-cs............... ®D. .. ........... ..42�+ g 4k- �3. c........ +4�- --- .W!�--.�.....<1 �12 . �/J�•^/ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i T:L p S of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been&-y oard of ealth d - P77� 'gn ....._..-` ^/--- r Date Application Disapproved for the following reasons:................................................................................................................ .........-•------------------------------••--•---•-•----------------------•-----••-•----•------........-------------------------'•------•--------•-------------------------------------..----...--•--- Date Permit ........�... ...... Issued-............. .. 1 •--•- q Date SORS IVrAI'ho;Ot"EL NO; Fxs,' } : THE COMMONWEALTH OF MASSACHUSETTS BOARD, ti ALTH a "``V . N..................OF. `. ...................... ................ ...... ....... for Disposal Works on inn ramit aoa is hereby made for a Permit to Construct ( ) or Repair ( ) an .Individual Sewage Diis+posal .......f.........(2w.e. ............�P.. ......... .......... -- ._........ -._ ............ �<iN svti C 77�..(O/ p ..................... ... o. Lot No. d /�/`� ...... Owner ». .... ....»Address .. ... .. 4e�J.... > ��.................. ... ........... ?.. .a../.. :./C1.fQ.A�,Q........ ... .. 1t �.� Installer Address of Building Size.Lot............:...............Sq. feet. - Dwelling—No. of Bedrooms__...:..............................:.....Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building_�G !��.. !'1!t�l.No. of persons............................ Showers ( ) — Cafeteria Otherfixtures...........................•---..._.........._.::_..:.:.................----•.....................................................................:... Design Flow............................................gallons per person per day. Total daily flow.- ...... ... ........_ ...............gallons. Septic Tank—Liquid capacity............gallons Length................ Width................. Diameter.................Depth............... :4 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.... ............ - a Test Pit No. l................minutes per inch Depth of Test Pit.................... Depth to ground °water...............,:. ..... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water .. w0 .................................... r ; y Descriptionof Soil....-•-------•........................................................................•- •• . ........................................................................................................................ -..............................._.................................... �• - UNa ure of Repairs or Alterations—Answ r when app icable.. !l STA-t<s........... Z aD.'i t..... li-.. ............. ! ep AMLS: ...... _.4 v _jc, ...1 -.r � � _.� Agreement:- f• The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLi'; 5 of the State Sanitary Code—The undersigned further agrees-not to place the system in operation until a Certificate of Compliance has been issue y the board of ealtl ed.. ............................. .... Date J. I am+APPlication Approved ......•--....:. //�� - .................................. ...... ... Date >N . Application Disapproved for the following reasons:.......................................................................................................... ........................................................................... ........................................................ ...... Date Permit No.�..�..... .......�F-.._.»��Ln........... Issued_.. -i{:� :.. .�...: . ..... Date ,+�•` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .: r .h 1►.!!��.............OFZA,;;�;. . �J�...................... ............................. �v'� Trr ifiratr of T-im rliana THIS I=O CERTIFY, That the Individual Sewagepisposal System constructed ( ) or Repaired ( ) bY- gran..aP-. ..........4.10.. ......... ..7..... ...A...... .............................»». ...._.... ... .. ... .... Installer l �L. i • at•..t�s.7!�.ek_k��- -- .4..:.....aiy ....... V----•--_..../....L.!:Q7.R:....._ • `` ,,. IT has been installed in accordance with the provisions of 111LG 5 of The State Sanitary Code as described in the f application for Disposal Works Construction Permit i - dated....... .: • THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE : SYSTEM WILL FUNCTION SATISFACTORY. DATE........................ ..................... Inspector..............--- + ... ........................................... THE,COMMONWEALTH OF MASSACHUSETTS t ASSESSORS MAP N0: PARCEL NO: BOARD OF HEALTH w.r..Ci?.... ....... a►................ ......t`.............................................................. s--F .... v . i3ionnpal Works Tonstrudion.ramit. t. . Permission is hereby granted.... f...l�.... ....... ..... .... .»»».. „ to Construct ( ) or Aepair ( n_ Individual Sewage Disposal System I /� at No.......{ 4::�-.,-,.LL,Q.. .... . Ca .......... .:z.. :�Y'r�.c n.. = .:...�.��../?7!r.l_•� ....... ,,. �� Street as shown on the application for Disposal Works Construction Peraxlit- Dated.._.!.? �l:b. ..... _ . .......... ................. ................................................................... Board of Health DATE �........1... ........... ..... ..... ...... .... + FORJ.1 '.12s3d;.HOBBS 8i WARREN, INC., PUBLISHERS "` It No......................... FIms............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ----------------- ..... . --------.....OF................................_..... Appliratinn for Disposal Works Cnnnitratrtion runtit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..-'-•......................."---•--........---------._............._.....'-----....._.....---.-- ---'•"---•••••----'----•-••-..........-•----•-------•----'•'--------------------'--------------•- Location-Address or Lot No. ......................_.......................................................................... .-'--"-:..•---'........•----------------------•••........._...................................... Owner Address .- W Installer Address dType of Building Size Lot............................Sq. feet a Dwelling—No. of Bedrooms................................--------- .Expansion Attic ( ) Garbage Grinder ( ) p-, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a Other fixtures .........•-•-•--••------•------• . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water..................... 04 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ........................................................ ------ '----------------------- ------- ...----------------------------- -......... •----------- 0 Description of Soil....................................................................--.....---------------------------------------...--•----•------------------------------------------ U ---•-•-•••------•---•--•••••--••••--•••'--'••--•-•-••-•••--•---•.._......-•---•--••-•---.....-•-------•-••-----••----•-•••-•---••-•-•---'--•---•-••---•---••--•--•--•-----•-••••--•-'-•--••'•......--••- W -----------------------------------•---------...---------•---------------------------•------------------------------------------------------------•------------...................................... V Nature of Repairs or Alterations—Answer when applicable............................................................................................... ---------------------------------------------------------------------------------------••-•••-•'-•-'-•••---....-----------•--••--•••-•-•----•-•----•-•-•-•--•-•••-•--•---•••-•-----•................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T?TL: 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. Signed.........................:....................•••-•----._.....--••-•-••--•-•'••...... ................................ Date ApplicationApproved By................................................................................................... ........................................ Date Application Disapproved for the following reasons------------------------•--•-......--------------------------------------.....-------•---•......--••----•-•--- '•••-•------•---•••--'•-•-•••---•-•••-•-.....•-••-'•-•---•••-•-'-••--........-••••-••-"--'---••-•••...'--•••••-••••-•-••-••-•----------•-•---•-----•----•. ............................................ Date PermitNo......................................................... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Trrtif iratr of TnntpliFatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( } by------------------------------------------------------------------------------------------------------------------•-----•••-------------' ------ ------ Installer at...................................................................................................................................................................................................... has been instailed in accordance with the provisions of T I"IE j of The State Sanitary Code as describes in the application for Disposal Works Construction Permit No......................................... dated-............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................O F..................................................................................... NO......................... FEE........................ Raposal-' orkii Tonstruction jArrmit Permissionis hereby granted................................................--------------.....-------•---------------------------............-••----•-..'•'•-"----.-'--• to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo................................................................................................................................................................................................ street as shown on the application for Disposal Works Construction Permit No..................... 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' r* S }f .% r! ;' t`+• t, . t. } t r r• i # .p,'i,"°,..+ ,,.• ,- 14-1__t��,!._,;_�!;" ^« ' fir . a." .r. r i �,.�'f, / w r• r x.j.t2r�,� c!w , ,�:. .YRt r,i.,. 'a Osterville Cheese Shop, Inc. 29 Wianno Avenue Osterville , MA 02655 March 28 , 1,983 To: Mr. John 1V!. Kelly Director of Public Health. Town of Barnstable Barnstable , MA 02630 From: David F. Burton ' Owner, Osterville Cheese Shop Dear Mr. Kelly , I would like to be placed on the agenda for the next Board of Health meeting, which I believe takes place Tuesday , April 5, 1983. The purpose of my request is to discuss and - determine the pos- �ibi.lit,y of a variance for installing a large outdoor grease inter- ceptor. . I am fully aware that the grease problem in Barnstable has be- come drastic and equally drastic measures have to be taken to re- medy this. However, I would like to be considered as a individual case and discuss this with the board . Thank you for ,your time and consideration. truly f S Dav i F. Burton To : gobe�f - rGG� (,lc(S Ctiar min o a rd o-F Oea � - o wh o &Z rnst-;Lb(c Fro iM1"1: D a o i cf F. r I u X �S�erL) (Wc (f Aces e 5kop art LA) ICAnn0 / Uc . Ds-IlfrV ( ( I� , IM e,- _ G Zd,'s- Su G6, j?e ves fU r4ny varlfit. Vlc- -grow\ « sf? 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(508)4283344, P.O.Box 659,711 Main Street,Osterville,MA 02655 seci&ullivanengin.com • www.suilivanen.gin.com. November 13, 2020 Mr.Thomas McKean Health Department Towu of Barnstable 200 Main Street Hyannis, MA 02601 RE: Pineapple Caper 29 Wianno Avenue Osterville,MA 02655 Dear Mr. McKean, Per the applicants request we have reviewed our records for the above referenced unit. The existing septic system upgrade was designed ihh 1999 by Sullivau Engineering, and permitted under Septic Permit#99-822. The design flow of this unit(formerly Cheese Shop) was 492 GPD. This flow is suitable for up to 24 seat of Tavenh/Pub-per Tide 5. I have also reviewed water readings for die past dhree years as well as a detailed 2018, 6 mouth study of water usage provided by die owner in which die peak mondh(July, 2018) usage was 285 GPD and all other months significantly less. All data well below design flow of the system. I trust this meets your present needs. Very truly yours, Jolui C. O'Dea, P.E. W'� ✓`�I I b- Sullivan Engineering&Consulting, Inc. fry V o^ I,7 k V t_a✓^ 'rfr 9 ra k�r + rI �o 'U JIyurp ✓�e SQGCJt ✓Pj V �,dNmP �i l �� November19,2021 TO: Tom McKean From: Bill Russell SUBJECT: Revised Seating Plan for 24 Seats—Pineapple Caper Thank you and David Stanton for the follow-up yesterday on our revised seating capability at 24 seats. We are amending our plans for our liquor license to eliminate outdoor seating altogether and will allow for the 24 seats interior only perthe attached layout which I am providing foryour records. I've sent similar layout to Brian Florence for building department signature for use in our liquor license application along with the attached cover letter that I include FYI. Regards, Town of Barnstable CF 1HE tp� Site Plan Review u,,srAB,E, : 200 Main Street, Hyannis, MA 02601 BARMSTABI,E MASS. MAPS 0 5 S��O�ERV�LIEM�rB RNS PB E 9� se39. www.town.barnstable.ma.us 163720. ArFD1A0�o Office: 508-862-4679 November 20, 2020 Mr. William Russell Pineapple Caper Cafe 29 Wianno Ave Osterville, MA 02655 SPR 076-20 Pineapple Cape Cafe (William and Tammy Russell) 29 Wianno Ave., Osterville Map/Parcel: 117/098 Zoning: RC/BA, AP Proposal: Established bistro seeking to add liquor license and expand operating hours. Dear Mr. Russell, At the informal site plan review meeting held on November 17, 2020 it was determined by the Building Commissioner that the above proposal is found to be approvable. The Site Plan Review Committee made the following comments: o Dave Stanton: Chief Health Inspector o Applicant to work with BOH on the waiting bench issue, total number of seats both indoor and outdoor due to septic flows. . 0 11/18/2020 Update-Applicant will have 24 seats total and 1 outdoor bench for waiting with no food or alcohol service. Confirmed with Health Director, Thomas McKean. o Richard Scali: Licensing Director o All Alcohol liquor license package will need to be completed in addition to corresponding ABCC paperwork o Confirmed no entertainment is being requested. o Applicant to have floor plan signed by Building Commissioner for licensing package. o Applicant must obtain all other applicable permits, licenses and approvals required. Sincerely, Brian Florence, CBO Chairman Cc: Site Plan Review Committee November 19,2021 TO: Tom McKean From: Bill Russell SUBJECT: Revised Seating Plan for 24 Seats—Pineapple Caper Thank you and David Stanton for the follow-up yesterday on our revised seating capability at 24 seats. We are amending our plans for our liquor license to eliminate outdoor seating altogether and will allow for the 24 seats interior only per the attached layout which I am providing for your records. I've sent a similar layout to Brian Florence for building department signature for use in our liquor license application along with the attached cover letter that I include FYI. Regards, q ' r p ' kL WeC Parvin Lindsay P�revp From: Shea, Sally Sent: Wednesday, November 25,2020 8:35 AM To: Parvin, Lindsay;Scali, Richard Subject: FW: Pineeapple Caper Please see below regarding the Pineapple Caper. Sally Shea Town of Barnstable Assistant Zoning Admin/Lead Permit Tech. 508-862-4031 From: Florence, Brian Sent: Monday, November 23, 2020 8:24 PM To: Shea, Sally Subject: RE: Pineeapple Caper Hi Sally, I am familiar with this proposal from SPR and since there is no change of use or ownership this plan is fine. Thanks, -Brian From: Shea, Sally Sent: Monday, November 23, 2020 12:29 PM To: Florence, Brian Cc: Scali, Richard; Parvin, Lindsay Subject: Pineeapple Caper Hi Brian, The attached floor plan and letter came in for your review regarding the Pineapple Caper. Sally Sally Shea Town of Barnstable Assistant Zoning Adminl Lead Permit Tech. 508-862-4031 i Bellaire, Dianna C4e-� From: Soto, Kathryn - C4� &-O� Sent: Tuesday, February 09, 20219:48 AM To: Bellaire, Dianna Subject: Pineapple Caper Attachments: SKM_458e21020910360.pdf Hello Dianna, I wanted to let you know I discussed the increase of seats from 20 to 24 with Tom and Dave and they have approved it. Dave calculated 24 seats from the engineers calculations based on 20 gpd/seat from Title V under"lounge/tavern" (see attached). I also attached the floor plan provided. I will contact them to get information on the bar set up and equipment. Thanks, Kathryn 1 Bellaire, Dianna From: Parvin, Lindsay Sent: Thursday, February 04, 2021 11:45 AM To: Bellaire, Dianna Subject: Re: Pineapple Caper Cafe That is correct.They originally proposed adding an outdoor patio as well.They were informed by Health at site plan review that their maximum capacity is 24 seats due to restrictions pertaining to the septic. On Feb 4, 2021, at 11:39 AM, Bellaire, Dianna <Dianna.Bellaire@town.barnstable.ma.us>wrote: Hi, I received a call from Pineapple Caper Cafe and they stated they were approved back in November/December for an increase of seats from 20 inside to 24 seats. They want me to change their food permit. Is that correct?Or was this a temporary COVID thing? They stated their CV license has 24 seats. Can you let me know. Thanks. Dianna Bellaire Permit Technician Town of Barnstable Health Division 200 Main Street Hyannis, MA 02601 P:508-862-4643 Fax:508-790-6304 Email:Dianna.Bellaire@town.barnstable.ma.us ']lie informatiot.. contained.in this electronic transmission ("e-zna.il"),.including any attachment(the"Information"),may be confidential or otherwise exempt from disclosure.It is for the addressee only.Thus Information may be privileged and confidential work-product or a privileged and confidential communication.The Information may also be deliberative and pre-decisional in nature.As such,it is for internal use only.The Information may not be disclosed without the prior written consent of the Director of Public:Health and/or the'I"o«%n litorney's Office of the'Town of Barnstable. If you have.received this e-mail by mistake,please notify the sender and delete it f..rom your systen.i.Please do not copy or forward it.Thank you for your cooperation. 1 ASSESSOR'S MAP NO. PARCEL' 69 MT ION al axadQ kIQ,V! V EWA C E PERMIT NO. LLACE P► I N S T A LLER'S NAME A ADDRESS a e U 1 L D E R OR OWNER DATE PERMIT ISSUED 10 � DATE COMPLIANCE ISSUED 1() _12- _67 EXISTiAJG 1 T � 6-U �, A u { r. U ':M .. '�` f y c • ti r'* •s X�wr:� �3'r.tr.`-�°'�4 • d i }�- J y' trp+ ni ,•� Y` f' h <�.e 11 •- a � ,'� i t �R .-'+ yx fi•�• • a , �� 's .a µf. •� ti•A .. s r t r t _.. S. r ; ..a ^�' � , x! r• t '• 9't +' a ^ .. ir• ., a .s:f c .�,� k7,Y o _4 , ST � . .+a+�'+ `'T J,s' , ix � a 1;a• t�< ✓ } ti`.• ♦• w � �Pc -t ��� ,t .� . '� `. * .il 3 s s a' Fri: .+ rq. <• r •w l �i ra r ti. ;�.. f 1 i h '_ y ar ��' ,�, �' �^{ a«•. .ht• t t.P}'"� 1. ...�•C` s c '.:^ `' ,` { ," .e•t �,,ti`,• `r Tt �•t •.t �-y _-_�• F r1 _ y yf rr .R x Maq�24,�d984' � .T•' •j � Yk.� ra �k`.fi.. �.i,� , •:} �' F{, 9w. r5 y •' �'!' t'• " r}:} •• r '. "iAi s# �'`� �` t w '� i� ,,,,wa+si .� is_. jar .� V-i•! s• ''2' - A f t •',�... j '*+*t. w r�.;lw C,ts - ~~ r, h rwr. w,`a 5 'rda 'L .a _t r"• „(t n_ .k.,. - r s '. 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Y '� ,� _^,,f.� +'{ r f•1�,".k r t�" - _ _ ..; ,j' + •:i• t•,r b You..are' granted an•-e6*iension'of time"to expire •May 1,;'-.1985,"to install -; a -1000-gallon .outsf4l greexse-ii►terceptor at-. the,:Osteruille Cheese > h f shop, !.^ s ' �'�s a is •.h � • J ..ram fl- ;� .� A'Y f Li��� r', iy }._ M Y_•�, , ,. s Y �r -f— - 3 '. `y'c..• 'r S " i by' ..t • •} r'r Y-i� r! a I:, i t TI. This 1s the final,extet�aion wep`ew�21• grant r Xourw.fll-be expected ; € f -.to Town of 8arnstab`le flealthizequ rem nts by Maq 1,.'1985 44 > ' , s '•' � 5. -:�: - '4 } •: s• �, ii�, ;:,c 4•!a�'�.r D' '' : t!.a ,i '4 ,� �' i s �,I s ''T r'ti, .i _ * Jr ya •: r at�l�w r � `}•'t' .�, '1 `? ,.x h x Ve'r TtZ1y,f►01#r$, ^. _ �t + V T '_S• '� r '. �< X 1- `.. 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V't h• d, :i�` 1 � '.�5` r s.. ;� ra?� r.�..4'` c c� p: _ a. . ;r.:a .. r f�- r�� 1e.� Z ' ,•..�•° y' ,7,ytf " J� •r • ,�'4 �h {i� • OMay 21, 1984 To: Board of Health Town of Barnstable 367 Main St. Hyannis Ma. 02601 From: Osterville Cheese Shops Inca 29 Wianno Ave. Osterville., Ma. 02655 Subject: Grease interception system Ladies and Gentlemen] I respectfully request an extension on my variance to install an outside grease trap. I have maintained my under-the-counter system per the requirements of the Board of Health. It is cleaned on a regular basis and seems to be doing the job. We have a larger operation in the town on Mashpee that is equipped with a 1000 gallon outdoor system and the bulk of any food preparation takes place there. I am available for any questions or discussion. Thank you for your consideration. 1 S erely� �: David F. Burton Proprietor DFB/lb Design Flow('excluding the Cheese Shop) F.G.Varies Retail=50 gpd 11000sf 50 FG.40-41 40-41 Retail Area = 6,800 sf PCC Risers to H.D.Frame 6 Retail Flow 3a0 gpd Schedule of Heavy Duty Covers to Finish Grade F.G. Cover ' Design Flow Cheese Shop-----"-- Varies Component Covers Req. 37.5 , Restaurant=20 gallons per seat Top EI.38.5 Septic Tank 2 Risers as required 38.6 1500 Gal Ion 38.4 Cheese Shop= 22 seats 440 g Septic Tank 38.2 Bat.E1.35.5 Retail Space= to4 /��2 9ed� Distribution Box 1 each box Risers as required 3s.o Ch-64is-hop total �-g Galley Field 4 Risers as'required MIX Bedding as Total 832 gpd Per Title 5 _ 30.5 Septic Tank Parking Lot 1 Risers as required Re use grease trap&septic tank for the Cheese'Shop Ground Water Estimated o El.5.0 Sized @ 200%of design flow for retail= 680 gallons Drainage System Per T.O.B.Ground Water Map. Use a 1500 gallon tank DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Leach Field (total building flow Including the Cheese Shop) Not to Scale Required Area=GPD/0.74 1125 sf.. ' Field Size=13'Width x Length Length= 63.3 If Flnish Grade Use 13'x&V field with 7(seven)500 gallon leaching'.drywells Area Provided= 1140 sf Filter All Components To Be H-20 io Fabric Compacted Fill Water Meter Readings (Centerville Osterville Marstons Mills) a Ile-Ile 1998 68,000 gallons/year 238 gpd Pea Stone 1997 64,000 gallonslyear 224 gpd Assume 6 days a week for half year and 5 days a week for the balance i• Leaching for a total of 286 business days 3/4 -11/2 ' Design flow is greater than actual usage by 3.5 a Chamber Oft- - Double Washed Stone 4-Id Notes: 1. Filter Fabric is required over the system. CROSS SECTION OF CHAMBER 2. All Components are to be H-20 3. Risers and heavy duty covers to finished grade. NOT TO SCALE 4. System must be vented. 5. Pump existing septic systems and remove the structures in their entirety. 6. Note,the septic tank and grease trap for the Cheese shop is to be reused(pump both as part of this NOTES repair). L Water Supply For7his Lot is Municipal Water. 7. Remove existing catch basins. 2 Location of Utilities Shown on This Plan Are Approx. 8. Remove all unsuitable soil around both existing septic systems and catch basins. At Least 72 Hours Prior to Any Excavation For This 9. All stone to be double washed with no fines attached to the stone.The engineer reserves the right to Project The Contractor Shall Make The Required reject stone that does not meet this spec. , Notification to Dig Safe(1-800=322-4844) 10. Piping ten(10)feet out from the building to be cast iron in accordance with the State Plumbing Code 3 The Contractor is Required to Secure Appropriate with the balance of piping to be schedule 40 PVC. f Permits From Town Agencies For Construction P p g , Defined by This Plan. 11. Roof run off may be directly piped into the proposed park g lot drainage system. 1 '' 4 Install Risers as Required to Within 12!2of Finished Grade. 4 5.All Structures Busied Four Feet or More or Sub'ect- >. �, to Vehicular Traffic to be H-20 Loading. q 6 Septic System to be Installed in Accordance With 310 CMR 15.00 Latest Revision And The Town of k : a Barnstable Board of Health Regulations { T. Al I Piping to be Sch.40 PVC. Prepared By. Prepared For: Title: North Scale Sheet # Sullivan Engineering, Inc. Capesury ► Septic Repair Plan @ Wianno Plaza PO Box 659 7 Parker Road Norman Boucher 21,23,25,27 Wianno Ave. Date 2/2 Osterville, MA 02655 Osterville MA 02655 12/03/99 Wianno Plaza Trust Osterville Mass. (508)428-3344 (508)428-3M fax (508)420-J994 (508)420-3995 fbx .lab Psu11PEOad.com capesurvOaapecadnet - - I - - Assessors Map 117 .Parcel 98 IAP Ground Water Zone ayr��_R=528. 1 d w vviannO /. L=32. 5' =60.05 C+an/te c„ Ave L=27.30, �-y Erick ��t�a banter Wa/l Co 100.001 Qy O ncrete i � kb/kwoy O f 1 20.E6 •�3 i , e Y u i u 1 Sty Block Ca mmercia/ Building N e ?� 7 Wianno Plaza' f •�0 4° a 6.t r` . III847tSF (footprint) t e 1 ,� �• Cellar. Floor E1=36.5' 9. 2-1000 GALLON ` LEACH PITB w _ STONE J FILTEf�y •�• ` h zL9 - - \ _ Asphalt Pakinr / • 9 Area O' 1500 GAL_ 2 EXIST. SEPTIC TAN}t� — 0 ; SEPTIC N � c lei- MtN O TANKS \ p � 0 l o N \ RAM ge S�' f O o � Z ``� Fd a ��•"� � O fly% ��"ent 6Y' O -_ --_ems,^.1^ � — • - � , N 22 0 - i, 20,023fSf�(total) h0 - colt R A t� S � � h e 1 / Y PLAN VIEW North Scale Sheet Prepared By. Prepared For: 'I Title: 1 =20� Sullivan Engineering, Inc. CapeSu ry Septic Repair Plan @ Wianno Plaza Date PO Box 659 7 Parker Road Norman Boucher JI 21,23,25,27 Wianno Ave. 12/03/99 1 /2 Osterville, MA 02655 Osterville MA 02655 Wianno Plaza Trust Osterville Klass. pw9 # (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax 1 PSuIPPE®aoLcom capesurvOcapecad.net . Assessors Map 117 ,Parcel 98 IAP Ground Water Zone ofW- ' R=528 w ianno A / , ; =32. 5' =60.05_ Clte c ve �6 L=27.,30• _ Brick Brick � �� Wall 100.00 Concrete ! 1 4qlkway Lr)Q t. if ` ?�66 i t ■e U o o eF U SL di er Y a ; Sty Block 'N s Commercial Building A a Wianno P/aza a s.t t 7,847E SF (foo tprin t) i`sf e � ,\^�• h Cellar i<,` J o, ry . Floor £I_36.5' 2-1000 GALLON - LEACH PIT5 W/y• •�• ' _ STONE j FILTER y _ • H \ 1" - � FABRIC.. G � � 0 � c O spha/t Parking Area O —'-Too �l '? ~ O- 1-T _GAL O_ z EXIST - W _ O SEP nC TANK ` SEPIrIC b-BO N TANKS t � ` I ice- 1 MtN X �� ; O - ° (V C1gsi o/N S m N RrMCATC >i i ° N 3es O \° 0 Z �3 f tp O went 6y• 0 20,023±SF\(t0t01) .ham Cl) PLAN VIEW_ Prepared By. Prepared Far: Title: North Scale I��_20' Sheet # Sullivan Engineering, Inc. CapeSu ry Septic Repair Plan @ Wianno Plaza Date PO Box 659 7 Parker Road Norman Boucher 21,23,25,27 Wianno Ave. 12/03/99 1 /2 Osterville, MA 02655 Osterville MA 02655 Wianno Plaza Trust Osterville Mass. DyY9 (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax PSWIPE6hol.com capesurv*cgpecod.net Design Florin('excluding the Cheese Shop) � F.G.Varies Retail=50 gpd/1000sf FG.40-41 40-41 Retail Area = 6,800 sf Retail Flow 340 god Schedule of Heavy Duty Covers to Finish Grade Pcc Risers 1a H.D.Frame fi t G. Cover Varies Design Flow Cheese Shop Component Covers Req. 37.5 Restaurant=20 gallons per seat - Top E1.385 Resew Shop 22 seats- 'ago gpd Septic Tank 2 Risers as required 38.6 t�, 500 Gal Ion 38.4 Retail Space= '1047'sf 220 Distribution Box 1 each box Risers as required eptic Tank 38 2 Sot.EL 35.5 38.0 Cheese Shop total 492 gpd Galley Field 4 Risers as'required u'• ' ' 6J Total 832 gpd Par Tit Is 5 _ 30.5� Septic Tank Parking Lot 1 Risers as required Re use grease trap 8 septic tank for the Cheese Shop Ground Water Estimated a El.&0 Sized @ 200%of design flow for retail= 680 gallons Drainage System Per T.O.B.Ground Water Map. Use a 1500 gallon tank DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Leach Field(total building flow including the Cheese Shop) Not to Scale Required Area=GPD/0.74 1125 sf - Field Size=13'Width x Length Length= 63.3 ff Finish Grade Use IT x 64'field with 7(seven)500 gallon leaching drywells Area Provided= 1140 sf Filter YX - All Components To Be H-20 a Fabric Compacted Fill Water Meter Readings (Centerville Osterville Marston Mills) aN Ile-Ile 1998 68,000 gallons/year 238 gpd Pea Stone 1997 64.000 gallonslyear 224 gpd Assume 6 days a week for half year and 5 days a week for the balance i• Leaching ■ for a total of 286 business days •r Chamber _ 3/4 -1 1/2 ' Design flow Is greater than actual usage by 3.5 Double Washed Stone (_ 4- I 13-0" I Notes: 1. Fitter Fabric is required over the system. CROSS SECTION OF CHAM BER 2. All Components are to be H-20 3. Risers and heavy duty covers to finished grade. -.:NOT TO SCALE. 4. System must be vented. 5. Pump existing septic systems and remove the structures in their entirety. 6. Note,the septic tank and grease trap for the Cheese shop is to be reused(pump both as part of this NOTES repair). L Water Supply ForThis Lot is Municipal Water. 7. Remove existing catch basins. 2 Location of Utilities Shown on This Plan Are Approx. 8. Remove all unsuitable soil around both existing septic systems and catch basins. At Least 72 Hours Prior to Any Excavation For This 9. All stone to be double washed with no fines attached to the stone.The engineer reserves the right to Project The Contractor Shall Make The Required reject stone that does not meet this spec. Notification to Dig Sate(1-800-322-4844) 10. Piping ten(10)feet out from the building to be cast iron in accordance with the State Plumbing Code 3 The Contractor is Required to Secure Appropriate with the balance of piping to be schedule 40 PVC. Permits From Town Agencies For Construction 11. Roof fun off may be directly fed into the proposed parking lot drainage system. Defined byThis Plan y y piped p po p g4 Install Risers as Required to Within 127of Finished Grade. e - ���`1 ;,.,. •� 5.All Structures Buried Four Feet or More or Subject to Vehicular Traffic to be H-20 Loading. 6 Septic System to be Installed in Accordance With 310 CMR 15.00 Latest Revision And Tha Townof k 1 Barnstable Board of Health Regulations }U 7. All Piping to beSch.40 PVC. \ 6 Prepared By. Prepared For: Title: North Scale Sheet # Sullivan Engineering, Inc. CapeSu ry Septic Repair Plan @ Wianno Plaza PO Box 659 7 Parker Road Norman Boucher 21,23,25,27 Wianno Ave. Date 2/2 Osterville, MA 02655 Osterville MA 02655 Wianno Plaza Trust 12/03/99 (508)42a-3344 (50B)428-3115 fax (5a8)426-3994 (SOB)420-3995 fax OSterVllle Mass. Job PSOPEDud.com capesurw9capecod.net