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Home My WebLink About0070 SEA VIEW AVENUE - Health 70 Sea View Avenue Wianno Club - Bldg. A-B-C-D r ,. Formerly 59 Wdshington ' 162-017 Osterville r , , - 4C , a , u a Desmarais, Donald From: Mark Macallister <mark.macallister@gmail.com> Sent: Tuesday,July 24, 2018 4:14 PM To: Desmarais, Donald Subject: Fwd: FW:Wianno Club ---------- Forwarded message --------- From: John O'Dea <john@sullivanen ig n.com> Date: Tue, Jul 24, 2018, 4:12 PM Subject: FW: Wianno Club To: <mark.macallister@gmail.com> From: John O'Dea<johngsullivanen i�> Sent: Wednesday, April 04, 2018 9:04 AM To: 'Tony Sciarrillo' <tony@wiannoclub.com>; Darin Crippen(daringwiannoclub.com). <darin@wiannoclub.com> Subject: FW: Wianno Club All set on the Health for the dorms—lets see what Liza comes up with....... John O'Dea, P.E. Sullivan Engineering & Consulting, Inc P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) t n' 1 From: McKean, Thomas <Thomas.McKean@town.barnstable.ma.us> Sent: Wednesday, April 04, 2018 8:46 AM To: 'John O'Dea' <johnnsullivanen ig n.com> Subject: RE: Wianno Club Okay based on the information that you provided, I have no objections. From: John O'Dea [mailto:john(a)sullivanengin.com] Sent: Tuesday, April 03, 2018 5:25 PM To: McKean, Thomas Subject: RE: Wianno Club No. No Zones. John O'Dea, P.E. Sullivan Engineering & Consulting, Inc P.O. Box 659 i Osterville, MA 02655 508-428-3344 508-428-9617 (fax) From: McKean, Thomas <Thomas.McKean c@town.bamstable.ma.us> Sent: Tuesday, April 03, 2018 5:20 PM To: 'John O'Dea' <john@sullivanen in.com> Subject: RE: Wianno Club Yes, I agree with your opinion. But, is this site located within a Saltwater Estuary Protection District? If yes, does the wastewater discharge exceed 440 gpd? If yes, this is an issue that needs to be addressed. 2 From: John O'Dea [mailto:john(asullivanengin.com] Sent: Tuesday, April 03, 2018 3:42 PM To: McKean,Thomas Subject: Wianno Club Thomas—In 2003 Peter worked with the Wianno Club on new staff dormitories at 59 Washington Avenue (aka 70 Sea View Avenue). The approved design included 14 bedrooms across 4 buildings and a commercial washer. I can't speak to the intentions in 2003 of the washer, but according to the Club there are no commercial washing facilities. There are only residential washers in each of the buildings for the occupants use only, and it would seem to me that the bedroom flow would include that usage. We have reviewed the water usage since 2014, and including irrigation and accounting for the seasonal usage, the actual flows are 2,670 gpd (590 gpd less than design). We have been asked to provide an opinion on if the existing system could support an additional bedroom in the so called chef s house. If you agree with my understand of the above—then it would appear the system could in fact support an additional bedroom. Please let me know your thoughts. John O'Dea, P.E.: Sullivan Engineering & Consulting, Inc P.O. Box 659 3 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) 4 Agostinelli, Joan From: McKean, Thomas Sent: Thursday, May 13, 2004 8:49 AM To: Agostinelli, Joan Subject: FW: Address change for Map 162 Parcel 017 Please make the changes in the files - -----Original Message----- From: Schlegel, Frank Sent: Thursday, May 13, 2004 8:43 AM To: Whelan, Angela } Cc: McKean,Thomas Subject: Address change for Map 162 Parcel 017 Hi Angela. The COMM. Fire Department asked me to evaluate the assigned address for this new construction. The old address for the demo of the existing building was#59 Washington Avenue, Osterville, which was OK for the demo. The new address for the new(4) buildings is now#70 Sea View Avenue, Buildings A,B,C & D. The main reason for the change is the new buildings are using a new driveway installed between Sea View Avenue and Washington Avenue and the access is"restricted"from Washington Avenue. I entered this in Pentamation but you will need to update any written records on this property. THANX 7 r 1 , COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Stables Dorm. } Property Address: 70 Sea View Avenue Osterville MA 02655 Owner's Name: Wianno Club . Owner's Address: Date of Inspection: April 25, 2006 �. Name of Inspector: (Please Print) James M. Ford Company Name: James M.Ford t Mailing Address: P.O.Box 49 Osterville MA 02655-0049 Telephone Number: (508)862-9400 — CERTIFICATION STATEMENT + s I certify that I have personally inspected the sewage disposals stem at this address ess and that the information reported if below is true, accurate and complete as of the time of the inspection. The inspection was performed based on rn training and experience in the proper function and maintenance of on site sewage disposal systems. I dam a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ca ,Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority F is Inspector's Signature: Date: May 7 2006 The system inspector shall sub i 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. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use: Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) ~ Property Address: 70 Sea View Avenue Osterville MA Owner: Wianno Club Date of Inspection: April 25, 2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional'Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,-as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the followingstatements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or.not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box: System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain; 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 obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 70 Sea View Avenue Osterville A14 Owner: Wianno Club Date of Inspection: April25, 2006 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment:. Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1.of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or,more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. f. 3. Other: 3 Page 4 of 11 y OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 70 Sea View Avenue Osterville MAC' Owner: Wianno Club Date of Inspection: Anril25, 2006 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is.less than 6"below invert or available volume is less than''/2 day flow ✓ 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR.15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply, the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone 11 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. 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 70 Sea View Avenue Osterville MA Owner: Wianno Club Date of Inspection: Agri125, 2006 Check if the following have been done: You must indicate"yes"or"no"as to each of the'followin : Yes No Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the.system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? _ Were the septic tank manholes uncovered,opened;and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No Existing information. For example,a 3plan at the Board of Health. _ Determined in the field(if'any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. t 5 Page 6 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 70 Sea View Avenue Osterville MA Owner: Wianno Club. . Date of Inspection: ADril2S. 2006 RESIDENTIAL FLOW CONDITIONS Number of bedrooms(design): 26 Number of bedrooms(actual): 26 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 3260 Number of current residents: 0 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): Yes [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings,if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Sumner use COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): --gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): Pumping Records GENERAL INFORMATION r Source of infonnation: Pumped yearly for maintenance Der management Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy ' Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Date of installation unknown-no as built card(onlydesign plans) Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of I 1 " OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 70 Sea View Avenue Osterville MA Owner: Wianno CluS Date of Inspection: April 25. 2006 .BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): . Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 1' Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): certificate) (attach a copy of Dimensions: 10.000 gal. Sludge depth: -- Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: -- How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were oresent. The tank was pumped months prior for maintenance. ' GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal fiberglass(explain): _polyethylene _other Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 70 Sea View Avenue Ostervilh, MA Owner: Wianno Club Date of Inspection: April 25, 2006 TIGHT or HOLDING TANK: None (tank must be.pumped at time of inspection.)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other ) (ex lain : P Dimensions: Capacity: -allons Design Flow: allons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no Date of last pumping: ) Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments (note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box, etc.): PUMP CHAMBER: ✓ (locate on site plan) Pumps in working order(yes or no): -- Alarms in working order(yes or no) -- Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): The chamber was um ed months rior for maintenance. Could not c cle throw h. I ' 8 II Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued)} Property Address: 70 Sea View Avenue Osterville 211A Owner: Wianno Club Date of Inspection: Apri125, 2006 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: a leaching galleries,number: leaching trenches,number, length: ✓ leaching fields,number,dimensions: 2-41' x 54'(pressure dosed field 4 428 sq ft pe_Tr d_ esiQn fans) overflow cesspool,number: Innovative/alternative system Type/name of technology: Commments(note condition of soil, signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): The stone was clean. There did not a ear to be anv si ns o ailure. CESSPOOLS: None (cesspool must be pumped as part of inspection)•(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments.(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc. :. 9 • Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 70 Sea View Avenue Osterville MA Owner: Wianno Club Date of Inspection: &,4125. 20'06 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch 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. 70- � �0•A a B c 3 as 30 y a 3� ay 3 6� 13 C Y /oa S3 10 • Page 11 of 11 r- OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 70 Sea View Avenue Osterville MA Owner: Wianno Club Date of Inspection: April 25, 2006 SITE EXAM F Slope Surface water Check cellar Shallow wells Estimated depth to ground water 15+/_ feet Please indicate(check)all methods used toidetennine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topoQranhic and water contours Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable to o ra hic and water contours tna s the nia s were showin a rnrintatel 15'+/-to round water at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 I SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-31'15 May 14, 2004 Public Health Division Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Wianno Club, Osterville/Stables Project 59 Washington Avenue Dear Board of Health, This letter is to advise that we have inspected the installation of the septic system at the above referenced property and found that it was installed in substantial compliance with Title 5. I trust this meets your present needs. If you have any questions, please feel free to call. Ve truly yours, OF Peter Sullivan PE JAM Sullivan Engineering Inc. y Cc: Jack Thomson, Wianno Club �l Members of American Society of Civil Engineers, Boston Society of Civil Engineers SPA61C.4 arnV�. TOWN OF BARNSTABLE LOCATION 10 SUA VI Lb✓ AA- SEWAGE# VILLAGE 0-0-4.fVA, t sSESSOR'S MAP&PARCEL SEPTIC TANK CAPACITY 10 0 7 LEACHING FACILITY:(type) size) NO. OF BEDROOMS aG OWNER WIAAA0 01U� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet h FURNISHED BY �8•A B c 110 a 1301 3 y a " 3 (0 S3 C y Boa 53 ' f-- T` No. A001* "` x' " Fee V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 3pplicatton for 30ioponl 6pgtem Con!6tructiom Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) eComplete System El Individual Components Location Address or Lot No. Owner's e,,Address and Tel No. Assessor's Map/Parcel ®✓C�� v � � / Installer's e,Address,and Tel.No. Designer's Name,Address and Tel.No. 77/ _ 71 -3 � Type of Building: 3Z�d P� , Dwelling No.of Bedrooms 9 Lot Size sq.ft. Garbage Grinder Other Type of Building� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 4 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets / Revision Date L D Title &74 /D 5C 5�' �C r' fit//Q!'P�� C— Cl Size of Septic Tank f 00 Z ! L9O Df Type of S.A.S. 4 Sf7 >` 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 b thi Bond o ealth. B SignedQ Date y l Application Approved by Date Application Disapproved or the following re o s 41 Permit No. ' Date Issued ----------------- - - - ! THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE MASSACHUSETTS Certificate of Compliance � THIS IS TO CER that t e On-site wage Dis osal System Constructed(1/ )Repaired( )Upgraded( ) Abandoned( )by at �Cl�9 �? Q ®S �U� has,been construct d ij accordance with the provisions of Title 5 and the for Disposal System Construction Permit N . — dated q °1 U Installer Designer The issuance f thi permit shall not be construed as a guarantee that the sy llh ction as d ed�� Date Inspector ----- ------- ------------------------ - - l 412 L No. '(/ Fee K V—O £` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: . . PUBLIC HEALTH-DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes d ZIpplication for Mi5po$al 6p.5tem onelructton Permit s r � _ Application fora Permit to Construct(k4/Repair( )Upgrade( )Abandon( ) eComplete System 0 Individual Components Location Address or Lot No. Owner's Name,Address and Tel No. Assessor's Map/Parcel Installer's e,Addre and e1,No. /l Design is Name,Address and Tel.No. Aif 7-7 r�39�' yz$ -3-_,il/y Type of Building: 3zdd Dwelling No.of Bedrooms 9�{ Lot Size sq.ft. Garbage Grinder(/0 Other Type of Building No.of"Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow e �C gallons per day. Calculated daily flow gallons. Plan Date / / 03, Number of s is 4 Revision Date �� O _ Title L49iC l� Size of Septic Tank /,�'� Type of S.A.S. ' 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, Od S i g n e r r, Gam✓ _ Date 1 f Application Approved by .r ��, l e �. � F�l.� ,l.�_ �. '> Date'` /ltl) Application Disapproved for the following re�ns v J Permit No. j "� Date Issued �? K`h -- -------,-----------------!-------- (�.� 3u'0 , THE COMMONWEALTH OF MASSACHUSETTS e( ei 92 BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER FY,that t�'e O -site wage Digs?osal System Constructed(l/ )Repaired( )Upgraded( ) Abandoned( )by 0� RIO ` at 4?eMe 4:PS 1U/ Ile h�°�b_ey-datedn constructod i accordance �W 1�� with the provisions of Title 5 and the for Disposal System Construction Permit N . � Installer Designer 1 The issuance df this permit shall not be construed as a guarantee that the system will.€14notion as de sig ed. Date �� 7 Inspector Q— ------------------------,--Fee t/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migogal bp.5tem Con.5truction Permit Permission is hereby granted to Construct epair( )Upgrade( )Abandon( ) System located at / G✓�✓G j`19 0� 7 fy///e 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 e c mple/�d within three years of the date of this pQh Date: t/ ' Approved by / TOWN OF BARNSTABLE LOCATION WC � �o � SEWAGE # � /,„ j Z VILLAGE (�v71enl) ASSESSOR'S MAP &LOT 6 INSTALLER'S NAME&.PHONE NO. ®®� x SEPTIC TANK CAPACITY �►- ILITY: ) —5�i 41/ �v (size)!f�� LEACHING FAC (type) NO.OF BEDROOMS BUILDER OR OWNER i PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the:. ' • . .Feet Maximum Adjusted Groundw-mr"Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching.facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by 4 } 3 # _I ; SULW,4N ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 Psullpe@aol.com phone 508-428-3344 fax 508-428-3115 January 14, 2003 Town of Barnstable Board of Health r 200 Main Street Hyannis, MA 02601 RE: Wianno. Club y i Dear Board of Health Please find attached copies of the Wianno Club Stables Project septic plans. A pressure dousing system has been per designed our request. I- g P Y q believe this project is slated for a hearing at your January 21, 2003 Public meeting. ` I trust this meets your present needs. If you have any questions, please feel free to call. truly your , e Peter Sullivan PE Sullivan Engineering.Inc. ` Cc: Wianno Club c/o Jack Thomson Members of American Society of Civil Engineers, Boston Society of Civil Engineers t Town of Barnstable aa�trts�rAet�. Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. January 31, 2003 Peter Sullivan, P.E. Sullivan Engineering Box 659 Osterville, MA RE The„Stables/ 59 Waslungtoh Aye Osterville, A 162 017 �. _.... Dear Mr. Sullivan, You are granted conditional permission, on behalf of your client,the Wianno Club,to construct onsite sewage disposal systems designed to be connected to seasonal dormitory buildings consisting of twenty-six bedrooms proposed to be constructed at 59 Washington Avenue, Osterville. This permission is granted with the following conditions: (1) The septic system shall be constructed in accordance with the submitted plans dated January 14, 2003. (2) The designing engineer shall identify every building and septic system associated with this business/property, each building's use, septic design flow, and elevations of the soil absorption systems. This information shall be submitted to the Board of Health on or before March 11, 2003. (3) The designing engineer shall submit a written prioritization list of when each septic system should be inspected. The list shall be submitted to the Board of Health on or before March 11, 2003. (4) All septic systems inspections shall be conducted within three years, on or before February 1, 2005. Q:HEALTH/WP//SullivanStables (5) All upgrades to septic systems which are deemed to be in"failure" or are considered necessary to be upgraded as determined by the Board of Health due to groundwater elevation, distance to wetlands or other environmental concerns, shall be completed within five years, on or before February 1, 2008. (6) The proposed"stable" dormitory buildings are restricted to seasonal use only. SincereW yours, Wayne iller, M.D. Chaff BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP//SuIIlvanStables 12/13/2002 17:15 5084283115 't'' SULLIVAN ENG INC PAGE 01 . ......... _... .. SUUWAN FNGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 Fax 508-428-3115 December 13, 2002 Thomas McKean, Department Head - Public Health Division Town of Barnstable M 200 Main Street t Hyannis, MA 02601 via fax: 508-790-6304 RE: Wianno Club/59 Washington Ave., Osterville Dear Mr. McKean, We will be unable to attend the Board of Health Public Mee scheduled for December 17, 2002. This letter is a request to con the matter before the Board of Health on the above referenced ma er until your January meeting. Thank you for your consideration. I trust this meets your present needs. If you have any questions, please feel free to call. truly your , Peter Sullivan PE Sullivan Engineering Inc. Members of American Society of civil Engineers, Boston Society of civil Engineers ,t Jul -23-02 07 : 27A wianno club 5084289036 P .02 Wh NNO CLUB 22 July 2002 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Ladies and Gentlemen: The letter is to inform you that Sullivan Engineering of Osterville is authorized to act on behalf of Wianno Club in presenting health-related issues concerning its pending dormitory project on Washington Avenue in Ostervilie. If any addibonai information is required, please contact us at the above address. Very truly yours, i Jack L. Thomson, CCM General Manager P.O. Box 249•Oircn•illc, Massa h:aCets 02655-0249 Tei:508-428-0981 Fax:.508-428-90.16 wiunn(-,c 0bc:.ipc.rnrn { I Y IKE * BARMABLE, ` MAS& � '639. 10� �FO MAC a Town of Barnstable Zoning Board of Appeals Decision and Notice The Wianno Club -Appeals 2003-02 and 2003-03 Special Permit Section 4-4.4 Expansion Nonconforming Building Not Used as Single or Two-Family Dwellings and Section 4-4.5(2) Expansion of a Pre-existing Nonconforming Use To Permit Redeveloped&Expansion of Employee Housing Inclusive of Parking for Employee&Club Members Summary: Granted with Conditions Petitioner. The Wianno Club Property Address: 59 Washington Avenue,Osterville,MA, Assessors Map/Parcel: Map 162,Parcel 017 Zoning: Residential F-1 Zoning District Relief Requested&Background The property at issue is a 1.21-acre parcel located to the northwest of the Wianno Club building. It is bounded on three sides by roadways and is developed with a two-story dormitory building addressed as 59 Washington Avenue. The existing structure has a total area of 3,360 gross sq.ft.and dates to 1920. It is a rectangular building measuring 24-feet wide by70-feet long. Apparentlythe propertyhas been used to house employees of the Wianno Club and would be considered non-conforming in use to the single-family residential zoning district in which it is located. The applicant is seeking to demolish the existing structure and redevelop the site with: • Two,two-story dormitory buildings each 3,794 sq.ft with 12 bedrooms, • One, 1,472 sq.ft.two-story dwelling • A 936 sq.ft.recreation building and • a grassed 36-car parking area. Two special permits have been requested. Appeal 2003-02 for the expansion of the structures by a Special Permit pursuant to Section 4-4.4 Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings. Appeal 2003-03 for the expansion of the use by a Special Permit under Section 4-4.5(2) Expansion of a Pre-existing Nonconforming Use. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on October 29,2002. An extension of time for holding the hearing and for filing of the decision was executed between the applicant and the Board. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened January 08,2003 and continued to February 19,2003,at which time the Board found to grant the special permits with conditions. Board Members deciding this appeal were,Gail Nightingale,Ron S.Janson,Thomas A.DeRiemer,Ralph Copeland,and Chairman Daniel M.Creedon Attomey John R Alger represented the Wianno Club. He stated that last year thirty-six employees were housed in a structure commonly referred to as the "Stables". He noted that it is in deplorable condition and the Club seek to improve and provide better employee housing. The proposal is to remove the old and replace it with two new dormitory building capable of housing a total of 48 beds. However,the total number to be housed will probably be about 40 given that senior employees usually are given individual rooms. In addition to the two 2 dormitories,a small single-family dwelling and a recreation/laundry building is proposed. It was noted that the size of the buildings had been reduced to less than a total of 10,000 square feet total,and he corrected the application figures. The corrected figures are 2,two-story dormitory buildings each 3,794 sq.ft with 12 bedrooms, 1 two-story 1,472 sq.ft.freestanding dwelling unit and a fourth building being a 936 sq.ft. Mr. Alger noted that this is a nonconforming use that the applicant seeks to alter, expand and intensify in terms of capacity. This is a 50,000 square foot lot with buildings proposing a 5,300' footprint, 10% lot coverage. Peter Sullivan explained the site plan. Architect Reed Morrison explained that the project is a campus like setting with the buildings clustered around common grassed area. He noted that the buildings were designed and grouped for a residential feel to fit into neighborhood, Public comment was requested and George Poulos of 50 Seaview Avenue testified that he had concerns with an expansion because noise and parking has been a problem. The Board raised several questions related to the location of the building on the site, the recreation room, screening, parking needs and the expansion of the non-conforming use. The hearing was continued to permit the readjustment of the structure to better accommodate the neighbor's requests. At the continuance Alger, Sullivan, and Morrison, presented the modified plan for the building location and noted proposed changes and improvements to the plan. The Board and applicant's representatives discussed the details of the plan. The Board discussed the nature of relief being requested.It was noted that two special permits have been requested. Appeal 2003-02 being for the expansion of the structures and Appeal 2003-03 for the expansion of the use. The Board determined that they could issue one Special Permit to include both. Findings of Fact: At the hearing of February 19,2003,the Board made the following findings of fact: 1. Appeals 2003-02 and 2003-03 are requests for special permits for the Wianno Club. The Wianno Club owns the property at issue. It is used for housing of employees of the Club.The property is shown on Assessor's Map 162,as Parcel 017. It is addressed 59 Washington Avenue,Osterville,MA,in a Residential F-1 Zoning District. 2. The applicant has sought two special permits. One to permit an expansion and redevelopment structures pursuant to Section 4-4.4 Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings. The second to permit the expansion of the use pursuant Section 4-4.5(2) Expansion of a Pre existing Nonconforming Use. 3. The applicant is seeking to redevelop the site with two,two-story dormitory buildings each 3,794 sq.ft. Each of the buildings is to have 12 double occupancy dormitory rooms - bedrooms. Also on the site it is being proposed a 1,472 sq.ft.two-story residential dwelling and a 936 sq.ft.recreation building. On site grass parking is being provided for 36 cars. 4. The property at issue is a 1.21-acre parcel located to the northwest of the Wianno Club building and bounded on three sides by roadways. The property is now developed with a two-story dormitory building of 3,360 gross sq.ft. The building and use date to 1920. The building measuring 24-feet wide by 70-feet long and has been used to house employees of the Wianno Club. Its use is non-conforming in that the only permitted use in this zoning district is single-family residential and accessory uses. 2 5. Under Sections 4-4.4 and 4-4.5(2) expansion of the structure and use can only be by a grant of a special permit from the Zoning Board of Appeals and therefore,these applications fall within categories specifically accepted in the ordinance for a grant of a Special Permit. 6. The proposal has been before the Site Plan Review Committee and was found approvable by the committee 7. In regards to the proposed expansion,it;conforms to the established setbacks for the zoning district in which it is located,is on the same lot as occupied by the nonconforming use on the date it became nonconforming,is not expanded beyond the zoning district in existence on the date it became nonconforming. 8. In order to reduce the impact on the neighborhood and surrounding properties the applicant is willing to accept time constraints on the occupancy of the units and will restrict all parking to be on the lot. 9. The proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected with proper restrictions imposed. The vote was as follows: AYE: Gail Nightingale,Ron S.Janson,Thomas A.DeRiemer and Daniel M. Creedon NAY: Ralph Copeland Mr.Copeland expressed that his no vote was caused because he felt the proposal was too intense of a _ development and use in this single-family residential district. He noted that he would have prefered a phasing in of the buildings and use to assure that the proposal would be compatible with the surrounding neighborhood. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the appeal with the following condition: 1. Development of the site shall be in substantially in conformance with the approved site plan entitled "Proposed Site Improvements,59 Washington Avenue,Osterville,Mass,prepared by Sullivan Engineering, Inc.and Cape Surv, The set of plans consists of three sheets. Sheet 1 of 3 shows the proposed site improvements and is dated June 21,2002 last revised date of 01/31/03. Sheet 2 of 3 shows tree planting, curbs and catch basin details,dated June 21,2002 last revised 08/15/02 and Sheet 3 of 3 existing condition. 2. The building shall be developed substantially in accordance with plans present to the Board and entitled "Wianno Club Stables" as drawn by Reed A.Morrison Architect,two drawings are titled Site Section,one Floor Plans/ Dormitory,two Elevations/Dormitory,one Floor Plans/Rec.Room— House,one Elevation/House,one Elevation/Rec.Room. Copy of which are in the file and initialed by the Chairman. 3. Occupancy of the Dormitory units shall be limited to the period from April 1 to October 31 and is permitted only for employees of the Wianno Club. 4. Occupancy of all of the units is for employees of the Wianno Club only. Occupancy of the dormitory buildings shall not exceed 40 persons. Occupancy of the single-family dwelling shall be by one family only. 5. A landscape plan shall be developed,installed and maintained for the entire site. The plan shall be submitted to the Planning Division for approval and shall be installed prior to issuance of an occupancy permit. In addition to the landscaping note on Sheet 2 of the plans presented,the plan shall include: a. Screening of the parking area as it fronts on Sea View Avenue,Webster Street,and Washington Avenue with a combination of evergreens and deciduous shrubs. b. A minimum of four(4) shade trees,of 4-inch caliber shall be added to the parking lot area. 3 f c. A residential yard setting for the single-family dwelling as it fronts on to Sea View Avenue,inclusive of foundation plantings,ornamental shrub-trees and grouped shrub vegetation to the front sides of the building. d. The dormitory buildings and recreation building shall also be appropriately landscaped with a combination of shrubs,ornamental and shade trees. e. A buffer of evergreens and a wood fencing-6-feet in height- along the area of the dormitory building as it aligns with the neighboring dwelling addressed as 50 Sea View Avenue. 6. In addition to meeting all requirement of the Centerville,Osterville and Marstons Mills Fire Department the two dormitory buildings and the recreation building shall be required to have sprinklers. 7. Any garbage dumpster shall be located in conformance with requirements of the Board of Health and screened by vegetation. 8. All parking,with the exception of Webster Street shall be contained on site. 9. No visitors shall be permitted after 11:00 PM. 10. Total development of the site shall not exceed 90,960 sq.ft.of area. The vote was as follows: AYE: Gail Nightingale,Ron S.Janson,Thomas A.DeRiemer,and Daniel M. Creedon NAY: None Ralph Copeland abstained form voting. Ordered: Special Permits 2003-002 and 003 have been granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Daniel M.Creedon, Chairman Date Signed I,Linda Hutchenrider,Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pain and penalties of perjury. Linda Hutchenrider,Town Clerk 4 Planning Division-Staff Report The applicant is seeking to demolish the existing structure and redevelop the site with: • Two,two-story dormitory buildings each 5,320 sq.ft with 12 bedrooms, • One, 1,452 sq.ft.two-storydwelling • A 960 sq.ft. recreation building and • a grassed 36-car parking area. Two special permits have been requested, one for the expansion of the structures and the other for the expansion of the use. Appeal 2003-02 Appeal 2003-02 seeks a Special Permit to expand area of the building dedicated to the non-conforming use pursuant to Section 4-4.4 Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings. Under that section a building that houses a non-conforming use can only be expanded by the grant of a special permit form the Zoning Board of Appeals. That provision requires the Board to "find that the proposed repairs, alterations and/or expansion are not substantially more detrimental to the surrounding neighborhood." Structurallythe site is to be changed from a single two-story building of 3,360 gross sq.ft.to four structures, totaling 13,052 sq.ft. Three of the structures are to be two-stories and the forth structure,a recreation building is to be a single-story building. Appeal 2003-03 Appeal 2003-03 seeks the second Special Permit for the expansion of the non-conforming use to allow an increase in the number of employees to be housed on the premises and for the expansion of on-site grass parking as provided of under Section 4-4.5(2) Expansion of a Pre-existing Nonconfornimg Use. Apparently the existing dormitory housed approximately 36 employees during the last three years. The proposed new facilities will have a total of 24 single and double occupancy dorm rooms and a free-standing single-familydwelling. The facilities are being designed to accommodate approximately40 employees. The single-family dwelling is being developed to accommodate a manager/chef and his family. On the south-westerly quarter of the lot,gravel parking is being proposed for both employees and members of the club. Thirty-two parking spaces are being shown on the plans. With regards to the expansion of the use,the Board "must find that the proposed expansion, and/or intensification will not be more detrimental to the neighborhood and that the following requirements are met: "A) Any proposed expansion of the use shall conform to the established setbacks for the zoning district in which it is located, or such greater setbacks as the Zoning Board of Appeals may require due to the nature of the use and its impact on the neighborhood and surrounding properties. 2 I , Town of Barnstable Planning Division Staff Report Thomas A.Broadrick,Director O� Planning,Zoning&Ffistoric Preservation The Wianno Club Appeal 2003-02 - Special Permit- Section 4-4.4 Expansion of a Nonconforming Building Not Used as Single or Two-Family Dwellings Appeal 2003-03 - Special Permit- Section 4-4.5(2) Expansion of a Pre-existing Nonconforming Use To Permit Redeveloped&Expansion of Employee Housing Inclusive of Parking for Employee&Club Members Date: January 08,2003 To: Zoning Board of Appeals Art Traczyk,Principal Planner Petitioner: The Wianno Club Property Address: 59 Washington Avenue,Osterville,MA, Assessor's Map/Parcel: Map 162,Parcel 017 Zoning: Residential F-1 Zoning District AP-Aquifer Protection Overlay District Filed:October 29,2002- 190 Day Extension Hearing:January08,2003 Decision Due: Copy of Public Notices: Appeal 2003-02 - The Wianno Club has applied for a Special Permit in accordance with Section 4-4.4 Nonconforming Building or Structure Not Used as Single or Two-Family Dwellings to permit an expansion and redevelopment of a site used for housing of employees of the Wianno Club. The site is to be redeveloped to include 2 two-story dormitory buildings, a recreation room,a two-story dwelling and on-site parking for both employee and club members. The property is a lot owned by the Wianno Club and shown on Assessor's Map 162,Parcel 017,commonly addressed 59 Washington Avenue, Osterville,MA,in a Residential F-1 Zoning District. Appeal 2003-03 - The Wianno Club has applied for a Special Permit in accordance with Section 4-4.5(2) Expansion of a Pre-existing Nonconforming Use to permit an expansion and increase in the number of employees to be housed on the premises. The property is a lot owned by the Wianno Club shown on Assessor's Map 162,Parcel 017,commonly addressed 59 Washington Avenue, Osterville,MA,in a Residential F-1 Zoning District. Background &Review: According to the Assessor's Record,the property at issue is a 1.21-acre parcel located to the northwest of the Wianno Club building. It is bounded on three sides by roadways and is developed with a two-story dormitory building addressed as 59 Washington Avenue. The existing structure has a total area of 3,360 gross sq.ft. and dates to 1920. It is a rectangular building measuring 24-feet wide by70-feet long. Apparently the property has been used to house employees of the Wianno Club and would be considered non-conforming in use to the single-family residential zoning district in which it is located. TOWN.OF BARNSTABL 5vZ" E —�/ :LOCATION ] G�j� ?/ ti /�J SEWAGE ASS �S 7 VILLAGE OS%�4-1/t � ASSESSOR'S MAP & LOT 4c)--'-017 INSTALLER'S NAME fPHONE NO. c(i�T�Li,/� S.EPT-IC•TANK.CAPACITY: Qp� s• :EACHING FACILITY:(type) 1,3 (lm (size) N..O; OF BEDROOMS �B• PRIVATE WELL O IiBLIC ATF BUILDER OR NL ��/}Y�ri 6 GI.UJ/.S DATE PERb[IT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No Q •.•. M 9 0.3 tp' ! 62— ` ®f7 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Apphration for Di-npoml Mi ork,i Tonitrurtion ramit Application is hereby made for a Permit to Construct ( ) or Repair (64 an Individual Sewage Disposal System at: 5-9 (n�J )n1�Td1.J' � a- --- ---------------------•--•------------------•-------- Loc itioii-Address or Lot No. ...�.L!�------- .v.'�-------------- �.�---- L�•t_ 1---------------af-`S�� -.:. - O��ner Address ----------------- Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling— No. of Bedrooms______________/O------------------------Expansion Attic ( ) Garbage Grinder (•-�'ti1 Cl 111 Other—Type of Building ---------------------- ----- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 44 Other fixtures ------------------------------- - - W Design Flow..................J7r...........gallons per person per day. Total daily flow........._..��o.._.._.__.........._.gallons. WSeptic Tank—Liquid capa6t)w.U49ga1lons Length.-.............. Width-.--.---.--. - Diameter.----.._..._... Depth................ x Disposal Trench—No. --------/......... Width...._..2r--------- Total Length.---.--r1'r�.___. Total leaching area....................sq. ft. Seepage Pit No...................... Diameter-------------------- Depth below inlet... 1.... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................lninutes per inch Depth of Test Pit-------------------- Depth to ground water...-_----_.----__.-- (i Test Pit No. 2................minutes per inch Depth of Test Pit_----------------- Depth to ground water........................ a+ ---•••••••••-----------•-••--------•••--•---•-...•-••••••••••--••--•••••••••••-•-••••--•-••-•••...............••••••••-•-•...----•-•-••--.......--••--....... ODescription of Soil--------- ----------------------------------•---------------------------------............---------------•------------------------------------------------....-•......- x U w ----------------------------•• ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when ap licable---- A-._.-AP 08..� ... .VaY7 ) C Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance ben fisss7uey boa-d of health. Signed - _... .. Dace Application.Approved By ------------- ... -e.,.,-�^ ------------- -3 Fe Application Disapproved for the fo lowing reason -------------------------------------------------------------------------- --------------------------------------------- ---------- ------------------------------------------------------------------- -------------------------------------- ' Q Dare Permit No. -- .._'...U. Date Permit Issued .......... .--a� .-C� Dace / b2 - o/ 7 No ,?':.... Frnc.... .5..�................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Bitiputiul Mirkii Tnntrurtion lirrutit Application is hereliy made for a Permit to Construct ( ) or Repair (b4 an Individual Sewage Disposal System at: e -----------------------------------------------------------------------------------------------I. --•--------------------------------------------•---------•-------•----...------------.....----••-- Loeation-Address or Lot No. ..-G ....✓ !.^.is_...-... ...............-------------- ........��__.1aq-,=Y-9--------------a ----...../" ................ Owner Address --------------•--•--- f "r Installer Address Q Type of Building Size Lot............................Sq. feet U 'Dwelling— No. of Bedrooms-------------- 0------------------------Expansion Attic ( ) Garbage Grinder Other—Type T e of Building ____________________________ No. of persons---------------------- Showers — � yp g p ( ) Cafeteria ( ) a' Other fixtures -------------------------------- W Design Flow___________________� _.._______.__gallons per person per day. Total daily flow..--.-.----_1106_._........_._..___._gallons. WSeptic Tank—Liquid capa6ty,-_�.0AQgallons Length________________ Width---------------- Diameter.---..--_.--_--- Depth................ x Disposal Trench—No. --------/......... Width.......k.......... Total Length........ ey...... 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-..-----_.-_--__-.---_ Li, Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ Q+' ------------------------------------------------------------------------------------•....-----------------•-•---------------•---------....-----------.------ 0 Description of Soil........................................................................................................................................................................ W ------------ -------------------------- ------------------------------------------------------------------------------------------------------....------------ ------ ---------------•-•------ V - -- Nature of Repairs or Alterations—Answer when ap Iicable_._IN- '-___!`!�(il A---- qe r3 PA-_�c..�-S-E_ Iz- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha ben Issued� e board of health Signed ..................f - - ..................... .i Dace.. Application Approved By ................_... .<., ,�,..�.�. ........... ..-� Q' ��' Application Disapproved for the fo lowing reasons: ....._............._. - - ... - _ Date Permit No. ........... .. . - �7..._ ................ Issued .........._f) ?-�; - ....... ...... Date THE COMMONWEALTH OF MASSACHUSE77S BOARD OF HEALTH TOWN OF BARNSTABLE 10LErtifirate of Q-1amplinure THIS IS TO CER - That the Individual Sewage Disposal System constructed ( ) or Repaired ( < ) c/(-'. 76 L-TL-------------- ► �.. w " u,J - bY _....... - - --- ----------. - Insr.Jler __ at ....... - ............._....------- ---------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ....... .�:o.5 5.�1'l{._... dated ..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ` y% ` i,v9 _......- Inspector ------------.)7.. DATE _...- ... ....I... - .. .... THE COMMONWEALTH OF MASSACHUSETTS /L zZ /7 BOARD OF HEALTH TOWN OF BARNSTABLE 'No... FEE........................ - -.�... �iapnottl nrk� Tun�trurtuan rlerntit Permission is hereby granted G4-�--------------------------------- �=�/J. / U t u..1 to Construct ( ) or Repair (7> � Individual Sewage Disposal System at No... ("J zs r-//i�/�a7� J---�_�..............fir/!�/� Lt C Street as shown on the application for Disposal Works Construction Permit No.7.......... Dated------ 57J-..-- �� 0 Board of Health DATE ..... `t(� ------------ FORM 36508 HOBBS&WARREN.INC..PUBLISHERS t C14 m w Prepared By: SuNivan Engineering a Date: 01/24/03 Wianno Club - Building Inventory Sheet 1 H Building Location Map&Parcel Lot Size EL. Penvvit d Design Flow S z Tennis 80 Washington Avenue 162001 8.25 Acres 8 1000 Gal Septic Tank w Building 2- 1000 Gal Pits z Q H Junior Washington Avenue 162001 8.25 Acres 8 Activities CO Yacht Club 101 Bridge Street 93033 1.76 Acres 12 9=71 700 GPD 1500 Gal Septic Tank 4 Leming Galleys in a 12WO' Field Golf Club 329 Parker Road 115022 148.4 Acres 20 821613 2690 GPD 4500 Gal Septic Tank House 1000 Gal Grease Trap 5- 800 Gal Pits w/4' of Stone LO m 0 Note; Septic Inspections Shall be Conducted on the Above Referenced Buildings on or Before January 1, 2004. m Any Septic System Found to be in Failure Shall be Upgraded Within 2 Years as per 310 CMR 15.305. LO LO m m m m N O N m m m w Prepared By: Sullivan Engineering a Date: 01/24/03 a Wianno Club - Building Inventory Sheet 2 H Building Location Map 8 Parcel Lot Size EL Permit A Design Flow System z Wayside Sea View Avenue 162019 2.07 Acres 23 w Dorms z a North Putting Sea View Avenue 162019 2.67 Acres 20 Green U) East Putting Sea View Avenue 162019 2.67 Acres 20 Green West Putting Sea View Avenue 162019 2.67 Acres 20 Green Maintenance West Street 115022 148.4 Acres 20 881412 450 GPD 1000 Gal Septic Tank Shed (new) 1 -600 Gal Ph w/T of Stone Maintenance West Bay Road 115022 148.4 Acres 34 v Shed (old) m m u, Ln Note: Septic Inspections Shall be Conducted on the Above Referenced Buildings on or Before January 1, 2005. m Any Septic System Found to be in Failure Shall be Upgraded Within 2 Years as per 310 CMR 15.305. m m m N CO N m m w Prepared By: Sullivan Engineering w Date: 01/24/03 Wianno Club - Building Inventory Sheet 3 U H Building Location Map &Paml Lot Sine EL. Permit 0 Design Flow 8 z Club House 107 Sea View Avenue 16=4 4.23 Acres 26 w Q Tiffany Sea View Avenue 162024 4.23 Acres 22 H House J J Beach Sea View Avenue 162024 4.23 Acres 24 Cottage Stables 59 Washington Avenue 162017 1.21 Ades 20 95/8M 1100 GPD 2000 Gal Septic Tank 10 Leaching Galleys in a ft44' Field Bouse House Sth Hole 115022 148.4 Ades 18 1000 Gal Tight Tank Souse House 15th Hole 115022 148.4 Acres 24 1000 Gal Tight Tank LO m CO CV V CO m LO Note: Septic Inspections Shall be Conducted on the Above Referenced Buildings on or Before January 1, 2006. Any Septic System Found to be in Failure Shall be Upgraded Within 2 Years as per 310 CMR 15.305. m M m m N C C1l m r SHE t0�� DATE: O,^ FEE: HARMNS rust e Mess REC. BY . Town of Barnstable SCHED. DATE: Board of Health 367 Main Streei, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: O15 i 1E K t LLZ Assessor's Map and Parcel Number: l bZ O t-7 Size of Lot:_ I•• Z 1 Alf S Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: S.1�yy�� i✓a ,t>V'E�iw�LUFa Phone Sv6 - 'fZ 33y� Did the owner of the property authorize you to represent him or her? Yes ,/ No PROPERTY OWNER'S NAME CONTACT PERSON Name: WjAN1JO C_L:.'3 Name: 1�ETtrR, s:`..tvAti, S�'�t tye�l�l �iL'(ci.ti1c6�2�A%L Address: 10'7 SGR V lew AVE, L SAC iv tc�:� ,nA Address: 7 PARreR RED 05-1-RJ igi. MR Phone: i, ?I Phone: 5�Y►- yZ - 33 ti 4 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) �P v�R r A►��. 2��L�,S�c NATURE OF WORK:,House Addition:❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form. ✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) _✓ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans). ✓ Signed letter stating that the property owner authorized you to represent him/her for this request vN Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) AJ s Full menu submitted(for grease trap variance requests only) ' Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) ✓ Variance request submitted at least IS days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ f ------- ----- -_ _ ----------------- _ _ _ - - --_,_ . . _ - - _ - - _ _ -- _.......,�.- _. - - LEGEND 34'-6" 71-d 16'-9". 101-9" 0NEW 2 X 4 AND 2 X 6 WALL CONSTRUCTION MATERIALS NOTES . D -I. iIIII II II II I 1 , II I �I ,z, 11-11 II . .,�I . C. )� ,--I -- 2.3 PEA GRAVEL WALKWAI I - I 2.4 PEA GRAVEL DRIP F.(p 4.2 MASONRY CHIMNEY 6.9 6/4 CEDAR DECKING 9.6 CERAMIC FLOOR TILE 9.8 WOOD STRIP FLOORING 8.9 STONE HEARTH ___ _ :r: :::... r //yy%MV:�.+ M.V.hi':M:Yr•M. ::., :'t.'.'. :'k '•'r+FF•FFI F+•F+'F'i'Fi'i'•' 4 :t �'• y`. l_'. ff :a.: ••j•• I :j'. _ I •:''' f ;_ .. I s, t :k: :fi :f :;I:; }; :1 :f ;. : i r• �.•:.'. . i'Ef1 i _ .: ::f I :.. t : : *: " "'*":::•:•::::::•:::::;:::•:':; - - I .:: .�a. :� _ :f :_:' ::; I 8 t4 :f 0 :I: '' a 2 i::: : :; ... :t. .�.. ;:f;: . .'i'. :�:: :E: f:: is Et i .,.,. i :. :. ;i,. .,. /: 9 :1. 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'.f..'.t' ':.y'.:.7.i,'• .:'::' i FLOOR PLAN S / DORMITORY Date: Scale: 6/6/02 1/4"=1'-O" p 1 2 4 8 Drawn By: S OND FLOOR P :. 1 FIRST FLOOR PLAN EC LAN . ) . / �,� 1 - - ----- ----- - - ---- - - --- -------- ---- - ---- -- __.___1'______ - -- --- - - _ - _ _ -- w w. .�_ P__ Mw .s —, LEGEND NEW 2 X 4 AND 2 X 8 WALL CONSTRUCTION MATERIALS NOTES __- -__—__. __—___ - --_ _ -'_----- — ------_—_- ____------�--_ --1 2.3 PEA GRAVEL WALKWAY 1 2.4 PEA GRAVEL DRIP s :.:.: ..t. :.Lt•• :•i:L,: :: :•:•. .•i ..i.. .:::: !t. is ,S 7 ..,:_,. :•: :_:: t:..._ _ ,• f=;:i =Ei%f :::;.;o-:;:% :•t•: t, t •.•:;: %%i%• %%€%f I :NEY:%€ CH M i'si{�%€•: :.i .;t.t. {•€�i: i,.. €_!•%•€;iiii= .t. i%i=i%€ i .,. ,..t ,.,. I 4.2 MA 1 �_:' — 6.9 5/4 GEDAa DECKING iii t 9.5 CERAMIC FLOOR TILE %€€ ::! I :.i I 9.8 WOOD STRIP FLOORING t.:• i I iii 9.9 STONE HEARTH HALL I 11.5 CLOTHES'WASHER 11.E3 CLOTHES DRYER � � I \/ ) V I . � I DN j .: ;� i=ii i ii i,i 1 € i;. * . :i: :i I €=:i i I . . 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' : ::::: Ostervtlle Massachusetts ::i LIV R M 1 i,•. €€ 6SS ,i N 02 ••i N s.({�, :i.. t E ::f:: 3 D #:'' ,€ i fii , ::t:: €I i :: : it :i, f::{:ilg={:i: ........... _•:• .t 72 {� f:i 1 :.tMSM ,./ I REED A.MORRISON ,. f f%== i:i: ::I:: Architect 1 •r= t� ii= :, i €€ t .i.• iiii t. •i: ::# :i: _• =j :: : { ;.I,; ;i • i; ;. i.i.i. .i.i i.i.i.i.i. i.is :�:i: €ii .... ...;:�:;' bINING T T:: .i. I: M :.,. :R�STROOK� R REATION ' :r is iii; ::€. ;.:..;,:: ::k: , f a :: :: .,, v..{.. •�s •: ... ifi: , i°i= :.. :. i,i•. i 1. :h s•. 1 : > ,: ,: s: s t•i .tr,••p•.•;. .., .i ,.•:.s :s:.• i= E.t. ::: ::( 1 .=i,..i .i=. .7..t ; :.i•:f•:a:f=i:7... .:.i..,... ; t::, a. iifi:::: 2 Yi.....'.i :i. :.. .. ... s,, ,,,,s,,, ::.•. :.�•::. .. s..s...i...•...s•••s. t ,:,:fi o-.tssi i f•,t i.,..s....., i s•.,.. € .;:;:. i..•._.• .ss:••:•:• t �: €: I s: :t.=,. ..=s..,3s••:,•. s s.. .:f••f.. •is... Ess:•,.. .:. :=sf:is:si'.. s i:. :: :. s• s:: {:' t•a, .{. ::; ::# ::I :: #:: € F •:L:t:•::.t '•.4t:Y.':4:L4 '•.I.t:1.4•.Ij:V. 'ti11 Y.:.'k:Y:'.4:. •'�4:.'.41.L4•.4.•.1J:4i'.I.I.L:.1.1.'.'4,t.M4 '•:lob I' '. ,. :::::::::'r:tti::'r:{titiv'r:::a: :v: ::: ati::::::::: :::: J193 Parker Road :: :: €. _ I {.} ::-:::': Ostervtlle,Massachusetts ii{s r I I :it .#•. ::# :.: . . . i i S08 28 . ..... . . . . . . .....; . -8379 i if€ �LAUN DF� ::3: I'll ;i} ::# :a:: ;. ;.;. €ii :::::: :::: :: :: ::i::: :: .::.:::::: .: :::.: : :::: : :: :x: t ::f i• i• :;.. �:: 1 ::�::' ,:: i::., { .i fa Y.S' :{ {: {9, :€'i i } - / R EC a PLANS I: FLO OR R i it i� i i€ t.. Y.A.: : s:::i•. :__:: :: . ........ :.•,.• s,•• :i :•t.. ifi s. sfs. .s. ft t. i• i•. ii:• •t.E 1=f i. :: ::� ,;.:r;: i:�: ROO M HOU SE E •'�i:� ':w:Y. 4r '�r.:ii�:tir'r:M ''ti:r' ''wv:titi�r:�. •ri :ir w M:tiv. ::::rr rr}r:::'Cr ::; e:Dat Sc ale: p e 6/6/02 — 1'-0 1/4 0 1 2 a a Drawn B ( )1 FLOOR PLAN - REC ROOM . ( ) 2 FIRST FLOOR PLAN - HOUSE AHR4 ••••••,••+'.-:.=v:� flfi* :°,'Ffii:?+a+x`b'+«•»,+,r,�.n.nmmm.:J! c.:kaMa4nn4:..taaF.Yaum"trrcm!rr :•s:4n•�.•WN.Iawt•.. _ ,ravriYlr"r -. _.__._ ___RILL,. .......:. .....:....... ..... .... ......,..., .....,..RILL._ _....... .. .--..-..,..-..._, .. •-.. ._.. _. - _. _... ..-a,WIFR .....___ _ ;�>>h ��M ,��•_;�� Bay � • Manhole Frame aerate - -- J: a'� .• F' (TypIH-20 I DOSING CHAMBER VOLUME �..:;: � aMr eA• Finished Grade ':' 3 1.DOSES PER DAY: 4 ' \\� Edge of Pavement Concrete Risers i r 2.AVERAGEDAILYFLOW: 3260 GPD ;�b ; �. •.6 :.•::,,..�;i• owses. / 4'0 ` H-20 Loading 24'0 i 24'0 3.MIN.VOLUME PER DOSE: 815 GPD '•0, ` -� +�Beach •hv / / ° , 4.DESIGN VOLUME PER DOSE: 815 GAL. ••' o•. i �= �° �" 's 5.EMERGENCYSTORAGE: 3260 GAL. • •• � �;a� ;.;\ dy.* . _ nd Ma I ' ' Inv.I8.35 6.USE CAPACITY: 7,000 GAL. ��., /.•• ,;. O �� ` !/ U 1! enuk9 Inv.18.1 k ( •\�.% % ice;" ; 3hj� \ 40 ode P lic) --' ryaral: / eh• 4 Emergency Storage 4 0 Sch.40 PUMPS �. �4_ rdl�' / \ °• 0 Sch.40 PVC Pipe to �� i Edge of Pavement \ I Dosing Field _LOCUS - Ter Volume 3,260 Gallons PVC From 1.NO.OF PUMPS REQUIRED: TVVO o, i Pt d,r Gale Lifting Septic•Tank iahnOf'- a 1N1a, • o` _ I I 1 Chain 2.STATIC HEAD: 7.95' l eh• 5 ® I „ 3.TOTAL DYNAMIC HEAD AT FLOW: 24.)@100 GPM o ,�• �,° , 0 Blt. � `♦ � I Grovel Parkin Area�I 45'45'50" E 1 1/8 0 Weep 4.IMPELLER DIAMETER: 5.75" `hj•'77t,0 i \ 1 Hole Alarm 15.35 o 5.SOLIDS HANDLING: 2.5' •_.� s Nlb ] / 85.10' --' \�i -18- I t 151.12' 1�/ Lag o0 14.85 6. 8.MANUF./MODEL(OR EQUAL): F.E.MEYERS/ v'N E •_cry �� , G� fv.y 1 Mercury Fioot rr � o ► V ------ 9 31M1HV20M4-03 Switches Lead on 14.10 ' + Gate 7.HORSEPOWER/SPEED: 2.0,1750 RPM ' \ / Valve Pump Guide - Pum off 13.35 9' 8.VOLTAGE/PHASE: 20E/3 ,-s Tel Pole � Check Rails \ / \ CONTROL PANEL \ Tel hone Pole \. ,., valve c 1'_9" 20 Zo \ / q• Bottom 11.60 is / 20 319-♦� \ / I �•i•,.k p.A;b,: a;o�. MANUR F.E.MEYERS TYPE:DUPLEX - • 1 I I MODEL:CWHV3-20-23DW PROVIDE MANUAL ON/OFF LOCUS PLAN /j p I . � ` :; 3 HPPumpbyMyersorApproved S'Crushed SWITCH FOR PUMP. \ i 1 ! Equal,2 Required tone tic i 9` / - - - - - -- O --•- - - -~- -- '- -- -- - - - - - ---'--- ------ - �` ^t SECTION PUMPS TO ALTERNATE- Scale: I c200 Ib / ' - Assessors IMap / / '\ '9 I M N) .ULTILj-ry .BUILOINC �_... L6�-o�� -.. ...... - .__ . ALARM:VISUAL \ Parcel I r NOTES:CONTROL PANEL LOCATION TO BE � /�� / t- / 1Nv: 8,b t3ASE MAN,• s / (--- DETERMINE f)Y Ground Water Overlay �AP \ / / \ 6 - s.r _- D OWNER. 14 FLOATS NO.REQUIRED:4" MANUF/MODEL:SM15N0 TYPE:MERCURY SWITCH / ' ' O / e �� FFoorPowerarFoatmber " .. / Cables 24 0 opening Above for 'Dosi,N� \ lf;, \` Risers.a M.H.Frame a Cover(Typ) • �� \\ / _ i- \ a 1'� 3"0 Sch.40PVC '' / „ c ; ♦ / / i is \ 21 / Pipeto Dosing \ / / \ 4 0 Sch.40 PVC \ I- o - N \ �� \ I. Field From Septic Tank ~ co _ �(\ T • / / 1rai( .-� \\` I /. I/ � (�\ , �J SEPTIC SYSTEM DESIGN Z ��i \ INV. 2o.0 / ,� wry \ \ Gross / Design Flow / y .� <Q< �Q / �, !•.•b' Note:AI I Penetrations to be °1 9 L � \ \ \ a 5-To(ky w/F I // / Sealed Watertight I N Dormitory No.1 i \ / - / / \ \\ DO I-T p Y No.7- / T000 Bsock(Typ.) ` o••• JA1 Come. I ry bedroomS@110gpd 1320 gpd \ W \ \ -� Fl u-L.Ic3AscM m N T / I Oonnitol2Nbedrooms(�110gpd 1320 gpd I N \ / 3 HP Pumps by Myers or Precast Concrete Dosing Recreation Room:Washer&Drier 400 gpd Approved Equal.2 Re uried.�a I II / PD q Chamber.(H-20) �L 220- 5.0 60 110 \ \ _ ` - W / Chefs House:2 bedrooms�110gpd ottil 3260 gpd - Q I tnlv.2l.o / 0 � PLAN // Ventic 2_4 / _ _ - / 7000 GALLON 4 5 55 100 Q MIN. / M ` " - I < DOSING CHAMBER DETAIL Q / \ Tree L ne I Not to scale 50 / Gu Mre (I/ 2 %rMi- w/r- I o 4.0 90 porsMl�oRY No.( I I S F•.F. zti.o Z �-- ._�_-__._ _ _� _ Se t c Tank MAV.%"MKT \ � y I . N $ _-- - - - - Finished Grade Sizedl 200%of design flow = 6520 gallons 3 5 45 80 ' Female Ada t I N / LeBaron Cast Iron LA09I0 Use a 10,000 gallon two compartment tank.See note 11 PRop, �LAwN ` �- ` I O Each End Volvo Threaded Plug a 40 70 22 �\\ / / ' I / AR�� \ ?? . I / 'I'' 1 o'-o" Leach Field 3.0 35 ,Ct I / •/ Required Area=GPD/0.74 4405 sf -� ff 60 3 I I ul \ / 1/e'�I/2" Filter '"� 11..5 cud t 3 c.Bose Field Size:2 41'in Width x 54'in Len, h 0- 2.5 U. 30 m -O a r'; �•o � 3t \ \ / Pea Stone Fabrte SleevetoAtlow = N 50 "MM \ Arta Provided= 4428 Sf m it 1- I I Q / (MIN. ` \ - \ I / .. Movement 2 25 a v I / ,' -' ""' Field to be Pressure Dosed ! 2.0 / of y f z ! o \ \` ( off lee Shield 2"p Lateral 11/2"0 Sch.40 PVC 900 40 Else.Conduit Sweep 20 O� ' : \ `'� �• a"p scn.ao Pvc venr. All Components To Be H-20 5 s / ^ U I d Ln ` ! \� ( / Manifold 3'0 Sch.40 PVC 3/4 -11/2 Double 30 ry Washed Stone -- ---- _, wuI I o ' l' in \ \\ ro '�k SECTION VIEW NOTES 1.0 10 20 1. Water Supply For This Lot is Muiticipal Water. 0.5 10 r ' � •� 1 / � I .. 2. Location of Utilities Shown on This Plan Are Approx. 5 a (�Sch.40 Peforotion• Down vent as shown. At Least 72 Hours Prior to Any E);cavation For This 0.0 0 0 u It I \ a to 2"o Sch.40 • vfs'NT 2.BeDRooM rUr_ / � DWELL.IN6.-Fuc� o N I PVCtateral(Typ.) � .r„ •Project The Contractor Shall Makt�The Required v \ 'b f 0 100 200 300 400 500 600 700 800 900 1000 ,�.?. gA9�MatNT R F Z6.o �co � cast Iron c er Notification to Dig Safe(1-800-322-4844) con olln.%g Flow(GPM) 3. The Contractor ivReWired to Secure Appropriate- LI 1'-0" -'� \ // o I .c• I p' • Permits From Town Agencies Foi Constnrution � �' _ \\ 4. Defined by This Plan.- 0 Interior Pipe Diameter. !.UO". `.. I aC I I o Leaching I All tinctures to be H 2 Loading,. Field N 5 PUMP PERFO DATA 1 _ - - - - -- --•- - - -- -- - ---- - - --- - beInstalledinP�-• d� \\ r� Septic System to a ..or mce Wrth ' 0Q. "5 t: v:= I 'n I 31d 5.00 Latest Revision r nd"f he'1•own of -- --- -__ / c I Cone.Base Gallons metal Dynami Hydraulic Velocity d i Y Orfite �.•a%s Barnstable Board of Health Regul,:Uons. Per Head in Efficiency ' Shield I 6. All Piping to be Sch.40 PVC Except Where Noted A g LXIST, 91•0-ric SVSTe'M � � Minute Feet 4s FT/Sec ' i ,,» 7. Septic System to be inspected by the Design Engineer I I I °::.A• in accordance with the schedule provided. 1 Pump Operating 100 29 54.82 4.54 / 8. The Design Engineer Will Providc Written Certification \ Sept - - - - - --- Vent 'PROP. PAIiK:NG• - - --- . hN'rr:ANG` / •` / / gn � 2 Pumps Operating* 200 29 9.08 / Pitch Force Ma In a To The Board of Health on Systerr. Compliance. Post dr Rail Fence Manifold Back 3"0 scn.ao Pvc 9. The First 10 Feet of Pipe From Th Building to be Cast 111.24 \ 151.1 '\ / Tree Line Dosing Chomber Forc•Moin. Iron in Accordance With The Stale Plumbing Code Catch Basin o 0 - 0 - 0- 0 . p z7 ,_ p Rim - 22.7' / , „ Pour I CubicFf.Min. Listed performance is for number of pumps) operating in parallel. y„ ch er,• _�,,, - N 45 45 50 E eh• eh• aA• �-.�� ThrUft BS ekone. PLAN VIEW Latest Addition. 10. All Manhole Frame&Covers to bit Set at Grade PIPING D ETA I L S &To be H-20 Loading. Edge of Pavement 11. The Septic Tank Shall be a Two C)mpartment, g Not to Scale / 10,000 Gallon tank With a Liquid Level of 9'-6".The Outlet Tee Shall Extend 34"Below Flow Line With Gas / View Baffie.The Inlet Tee Shall Extend 10"Min.Below �� (\ /Ll �/JQ�j n QFlow Line.The First Compartmen.Shall Have a t�s u u V ly 1/ 1/h!J Volume of Not Less Than 6,520 Gal.And The (40' Wide - Public) Edge of Pavement ' _ Second of Not Less Than 3,260 G'ai. \ -26 The Compartments Shall be Inter c mected by a \ ` Minimum 4"*0 Vented,Inverted U'Shape Pipe Which fTh ..� Extends Below The Bottom o e Scum Layer \ \ PLAN VIEW '?s And Has a Gas Baffle. Scale 1 20" TABLE OF DIMENSIONS(each field) ---_.__._.___ __ _.- - ___ _. _ _ ___ .___ _-__._ __. _ .__.._ _______ _._____ - .__. .__ . _____.- .__-- _.._.__ _ ._ __._. __.... . _-_.._ .__ DESCRIPTION VARIABLE QUANITY UNIT FORCE MAIN DIA. OF 3 IN. 118'-0" MANIFOLD DIA. DM 3 IN. LATERAL DIA. D� 2 IN. I17Sp@Ct1011 SC�1t3(IUlt3 54'-0" 54'-0° #OF LATERALS N 8 EA. 24 hour minimum notice required phone 508-428-3344 (T .) B(T .) 10'-0" A(T B T . ORIFICES PER LATERAL n 9 EA. 1. Soil removal to be inspected when excavation completed for each field. 2'-5" ORIFICE TYP.SPACING S 72 IN. 2. Replacement clean sand to be verified at time of bed installation. 2'-5" ORIFICE DIA. Do 3/8 IN. Vent Vent 3. Engineer to inspect shop drilled orifices to ensure size and burr removal. BEGIN OFFSET B 18 IN. 4. Engineer to inspect pump installation,float levels&alarm. ( END OFFSET B 54 IN. i I _ _:. _._._._._.. .-.._r _. - _-. Vent .._......_....__._....__-._ .. 0 -0" Add Additional Stone,As Required, 1_0Flushing OverFteldtoMaintain 3 Max.Fill. i� rr Connection F.G. - 2 x 2 TEE 24.0 Manhole Frame 8COverto e ( LA TrRAL 2 0 .nq C I Lateral (Typ•) I Orifice(TYP•) ( •:'"'�; - - Inv.19.0s ^ Con^ecflon de.See NoteNo.lo. oi+crete .- �1 T T, F.G.O e _- e ►a 21. Slab i eat.EL,e.So „� col B(TYP) S(Typ.) A(TYP.) B (Typ.) A(T .) 2"x 3" - 0 �� -� 3"0 Pressure Inv.18.6 In,.19.00 .., \ Piping E1.11.60VC ��z• �� r FORGE MAIN 3"0 7000Gailon EL .85 U. I I A` LOterO) Dosing Chamber 10,000 Gallon,2 Compartment C k PE I J sr ' MANIFOLD 3"0 Septic Tank.See No e No.II COW DIN f F4 ° DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM I5'-2"(Typ ) Orifice A MANIFOLD DETAIL Not to Scale {l . 'CO Not to Scale o 1. i u V Manifold _� - - ._ _.__ _. _ Lam. 5 _ A-2 (Typ.) e Finished Grade DRAn1ACE SLOTS t c SNAP-ON a' SHIELD U.~ t! �Compaeted -Filter ORIFICE SHIEID 05200 I I O;p Fill Fabric 2.0' SCH-40 PVC LATERAL WE SYSTEMS INC -- -- _- i�..._. N e g J� OR EQUAL i -�2�--5�� N - 1/8"-1/2" Q SITE PLAN 2_ p Orifice ° Pea Stone .• ; PROPOSED SYSTEM Shield -•� 3 8 Holetrlo 8-0 O.0 P SED SEPTIC Force Main �-._.. I 2 ocLo'K Poem N _. ._ - - I o Lateral AT [1] ORIFICES ON ADJACENT LATERALS SHALL [31 ENTIRE BOTTOM OF SOIL ABSORPTION ti „ OP°FwAMuMR ILEs _ 3/4 -i1/2"Double SHOULD BE SHOP DRILLED win+ NOTE: ORIFICE SHIELDS PREVENT PEk"O E 1! , 59 WASHINGTON AVENUE BE STAGGERED TO BE EQUIDISTANT AS AREA SHALL BE SCARIFIED TO A $u A DRILL PRESS TO ENSURE SHOWN ABOVE , MINIMUM OF 3 INCHES JUST PRIOR TO washed Stone UNIFORMITY. REMOVE BURRS WASHED STONE FRou PurraNa artl�tcE. O ST E R V I L L E MASS. iM PRESSURE DOSED ; FIELD PLACING STONE - - _ = _„_ _,, „_ _, PRIGI TO Pt NP CT) FOR ' [2) ALL ORIFICES SHALL BE DRILLED IN CROWN. (41 ALL STONE SHALL BE DOUBLE WASHED. (ENGINEER To INSPECT) ORIFICE SHIELD DETAIL scale I I "= 10' OF PIPE. SECTION A-A Na,taScale THE WIANNO CLUB Not to scale , SCALE : AS SHOWN DATE: JAN.1492003 SULLIVAN ENGINEERING INC. Fka:vlatom 6loe/03 CIAAW"D HORsiPOWtfk ow PUMPS OSTERVILLE , MASS. 9`7_ : �fi