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0015 STERLING ROAD - Health
15 STERLING RD., HYANNIr " A=289-141 LOT 1 �j I Y I e r � TO OF BARINSTABLE LOCATION �� SIe� �,` SEWAGE#owv VILLAGE /V. `J�''�� ) ASSESSOR'S MAP&/PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type 6 4-4( ize) / NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: �g I Separation Distance Between the: .20 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) C,C' Feet Edge of Wetland and Leaching Facility(If any wetlands exist within ) 300 feet of leafc�hini fac lityy) '`' Feet '"FURNISHED BY "`' 't 1 \ �� J 1 TOWN OF B STABLE LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NANU PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) 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 � � � , t7 f' � ,. w � ���� ���� L '� y "1 �y'r. ' �� TOWN OF BARNSTABLE LOCATION 5T��2.t,i (1,Q - SEWAGE # � �4- VILLAGE ��►4K.w�S ASSESSOR'S MAP 6z LOT 1,®��T d� b-j I S NAME & PHONE NO. C %A eE- �, q-vc.k L��57 ti SEPTIC TANK CAPITY -17"D LEACHING FACILITY:(type_ Rg-j Gar Piz (size) - fv NO. OF BEDROOMS PRIVATE WELL O BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED Yes No • is 0 v 1a ' � O L O i No. � Fee THE COMMONWEALTH OF MASSACHUSETTS I Entered in computer:--,/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpfitation for ]Disposal Opstem Construrtion permit Application for a Permit to Construct( ) Repair X Upgrade( ) Abandon( ) ❑Complete System individual Components Location Address or Lot No. J j Sit'1 t r-� ?c\ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel CK ��5 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 5 1' 17W, Type of Building: Dwelling No.of Bedrooms Lot Size t Q)a q.ft. Garbage Grinder(f 0� Other Type of Building �5j&��;�r_No.of Persons ;t" Showers( Cafeteria Other Fixtures Lc L1 G.-,-,� S tn�-- t Design Flow(min.required) �� gpd Design flow provided `rj-SCp,�}(3 gpd Plan Date 10 Number of sheets Revision Date T� Title - 'C <-:��ke ` >S4,L Size of Septic Tank JL�©Z} �GtST. Type of S.A.S. (00 Description of Soil t Nature of Repairs or Alterations(Answer when applicable) D�� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ental Code of to place the system in operation until a Certificate of Compliance has been issued by this Bo of lth. s Signed Date Application Approved byL411A Date I I-10JOY Application Disapproved by Date for the following reasons Permit No. Date Issued v + 1 4j No. Moog ��w . THE COMMONWEALTH OF MASSACHUSETTS b Enteredmcomputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplicatlon for Misposal *pstem Construction Vermit Application for Permit to Construct( ) Repair X Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. 1.5 S4--C{%n` � Owner's Name,Address,and Tel.No. { Assessor's Map/Parcel �n, Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. W�1{i Crrr, �GC"ve� -^ .5�'v��'�•���� �(�2M I�vJ S H•Pf y Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building n4,c:` No.of Persons Showers( ✓Cafeteria(f/) Other Fixtures ^VrVo L �•,��c•�� Design Flow(min.required) SSA gpd Design flow provided gpd Plan Date l Q o e, Number of sheets^ � Revision Date —' Title �CZS ��It C \,as_11R, C \S? Size of Septic Tank a U() �� Type of S.A.S. ..� (o(� X "C ; w S(\.c m tS Description of Soil Nature of Repairs or Alterations(Answer when applicable) C ram, p\nn Date last inspected: t' Agreement: i j T1, 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 Envirormental Code not to place the system in operation until a Certificate of Compliance has-been issued by this Bo of palth. \ g a "Signed Date �J �� v . ' �/k/ Application Approved by 1A,0 Date l '—10-/©9 Application Disapproved by~ ,.. ^"'` v Date , for the following reasons Permit No. Date Issued _ _ .- - - - --- - -- - -- --- -------------- - ---- - -- - - -- - - - --= ------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, hat the On- 'te Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at s c has been constructed r in accordance with the provisions of Title 5 and the r Disposal Sy tem Construction Permit No.a7 no4 07C dated 11-10-C' Installer Designer <; 14oA-A #bedrooms �j Approved design flow _�I.; gpd The issuance of this permit shall not be construed as a guarantee that the system'will ,ctior, signed. Date Inspec£ot��1 ------------------- No. o�0 8 " G17(o Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction permit Permission is hereby granted to Constru t( Repair( ) Upgrade( ) Abandon( ) System located at 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. Provided:Construction must be c mpleted within three years of the date of this permit. Date Approved by t / V ClE08 03:20p BILL HARVEY 239-643-04 p.1 ,ijil 1� jt � ���. � 'GS f� C/IV I • t c r I t 1ll { FEY A j � 41 I t1� !l 4 7 .. �aZ1LsaB• ' Pill,i t lijt may— it ;g;i h,�p�'' ��'' Jv' �® s�Q_._.✓''� f r .{ [A-1 �, �� 11 il�i i aF�{� I— i�I�ll � Y•3� r it I ( : 6 s� it, 4 99it .F I j 3. rl".C�tl, �a18 03:20p BILL HARVEY 239-643-04 p.2 I; li ril": ill 2t,2r89 20.-14 FAN if fil _ Town d3arnstable €t 11 I YYY Rego toiy Services Ceder,Dimdur ,',f ,, I' ➢. m q1 Public 14e0th Division Mal Thomas !cl Lean,Dir tor 200 Main Str et,I Iyannis,MA OZ601 i3i ? {� cr_ i0�-36 -4ti�4 ' Installer& Design r C srcifigatiom Form 1 I'I , 4in i , D,-mre: 1 2/0d109 I➢ "' _"I'I' De➢ igntr: Shay nvironniental $ervig s Inc Installer: William Purvis E 2 Address: _ P,0. Box 627 � Address: _ Kiltater Avenue ' East Falinouth. MA 02536 East Falmouth, MA �li ' It lliic�l0� Williain Harv_ev - was issued a pennat to aaistali b (installer) 4, fit, septic sysecrra a. 15 STL;R .ING ROAD.F YANNIS, MA. based un a design drawn by ➢;' (address) Ii➢ ,R__,! Shay EnyI'a-unniyaiii! Sgyyires,_Iue, _ dated November 10. 2008 _ ;# r S . �i 7 ➢ € <<, I ify [I . the sic systmm �f��r� �eve was in sfl�ll� saab�t>lall�° alduaa� � ' (, { the deign, which include >�gamus a re�,� chauges such as lmeml rdmag oxi of the ' distabution Fox and/or septic tank. IIr •�'!x i i ' ➢ j C I cerafy t1ialE the septic system referenced ibove was insi&;led with major changes (i_e- I I' •gatjzr &an 10' lare:rag rElomtaoai of the ,SA!;or any vr_-rtia,al reloc-aorta of any comimneilt of trio st-ap is syst i) but in accardwicz with Stare e4ice Local Regulazions. Plan revision or ,� ,' ,d € I : " or�rtiCed -[ ilE by dl�sagYia!:eo f�11ow_ � 9 !fit ; ;' �� tom t z i1( i CI i1 f. ;a: ` s a �! ( { Iy $ Si dtt #` ,I �v ➢ �! Ian.4,1iiie � �' I�14 t{ RII.ib°n�+�� 1 glanazta j (Affix Y? it°a 1' ? k'°UASE RE TURN TO BA1ZNS'I'ABLE PUBLIC HF1,Ai.Tff DIVISION. C1CRT'l1;IL51 I�t, �IF Y, of ry a�F e��DI1�1OT HE ISSUES UNTIL BOTH THIS FORM AND �4S-= i 9Dt1rT CAI A I2 C1EIVEI3 BY I�IL+ ��1�.NST'ABL1: 1aI B LIC HE'AL H DIVISION. !, I� '� ;�k�E 4 J:Ne�lih�SepiirDesig,tar Cersi�cltion Form � ,,4 F THANK YOU. lin ! /ti1C47, K�of 000 t4 H£qt aansr ��fPT 4. COMMONWEALTH OF MASACHUSETTS ! EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET BOSTON MA 02108(617)292-3500 TRUDY CORE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 L 9 Name of Owner JOHN DEVITO Address of Owner: 22A JAMES ST.WOBURN MA.01801 Date of Inspection: 4110/00 Name of Inspector: JOHN GRACE 1 am a DEP approved system inspector pursuant to Secf/on 15.340 of Title 5(310 CMR 15.000) Company Name: SEPTIC INSPECTIONS Mailing Address: P.O.BOX 2119 TEATICKET,MA.02636 Telephone Number: 608-564-6813 FAX 608-664-7270 CERTIFICATION STATEMENT 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 inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: X Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature: Date:4/14/00 The System Inspector shall s mit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection.if t e 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 Department of Environmental Protection.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS "The inspection is based on criteria defined in Title V code 310 CMR 15.303.My findings are of how the system is performing at the time of inspection.My inspection does not imply any warranty or guarantee of the longevity of the septic system and any of its component's useful life" THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING THE SYSTEM NOW AND EVERY TWO YEARS FOR PROPER MAINTENANCE.RECOMMEND MOVING A WIRE THAT IS LYING OVER THE SEPTIC COVER. I revised 9/2/98 Page 1 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4/10/00 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: X 1 have not found any Information which indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated are Indicated below. 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. Indicate yes,no,or not determined(Y,N,or ND).Describe basis of determination in all Instances.If"not determined",explain why not. nLd The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal,Is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. n& Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced _obstruction Is removed _distribution box is levelled or replaced flla The system required pumping more than four times a year due to broken or obstructed pipe(s).The system will pass inspection if (with approval of the Board of Health): _broken pipe(s)are replaced _obstruction is removed L revised 9/2/98 Page 2 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4110/00 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 the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 16.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of 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 AND SAFETY AND THE 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 soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well, The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,Method used to determine distance n!a(approximation not valid). 3) OTHER n/a revised 9/2/98 Page 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4/10/00 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is identified below.The Board of'Health should be contacted to determine what will be necessary to correct the failure. Yes No - X Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. - X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. - X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. - X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow, - X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Q. X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone I of a public well. - X Any portion of a cesspool or privy is within 50 feet of a private water supply well, X Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic cornpounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: 5' 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: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: .Yes No - X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IW PA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM z. PART B CHECKLIST Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner: JOHN DEVITO Date of Inspection: 4/10100 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: Yes No X - Pumping information was provided by the owner,occupant,or Board of Health. X _ None of the system components have been pumped for at least two weeks and-the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. _ X As built plans have been obtained and examined.Note if they are not available with N/A. X - The facility or dwelling was inspected for signs of sewage back-up. X - The system does not receive non-sanitary or industrial waste flow. X - The site was inspected for signs of breakout. X - All system components,excluding the Soil Absorption System,have been located on the site. X _ The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption System on the site has been determined based on: X _ Existing information,For example,Plan at B4O,H, X _ Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable)1 5.302(3)(b)j X - The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of SubSurface Disposal Systems. r revised 9/2/98 Page 5 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1.5 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4110/00 FLOW CONDITIONS RESIDENTIAL: Design flow: 110 g.p.d./bedroom Number of bedrooms(design): 4 Number of bedrooms(actual): Total DESIGN flow: 440 gpd Number of current residents:0 Garbage grinder(yes or no):NO Laundry(separate system)(yes or no): NO If yes,separate inspection required Laundry system inspected(yes or no): NO Seasonal use(yes or no): NO Water meter readings,if available(last two year's usage): n/a gpd Sump Pump(yes or no): NO Last date of occupancy: 10/1/99 COMMERCIAL/INDUSTRIAL Type of establishment: n/a Design flow: n/a gpd(Based on 15.203) Basis of design flow:nla Grease trap present:(yes or no): NO Industrial Waste Holding Tank present:(yes or no): NO Non-sanitary waste discharged to the Title 5 system:(yes or no):NO Water meter readings.if available: n/a Last date of occupancy:n/a OTHER: (Describe) n/a GENERAL INFORMATION PUMPING RECORDS and source of information: n/a System pumped as part of inspection:(yes or no):NO If yes,volume pumped n/a gallons Reason for pumping:n/a TYPE OF SYSTEM X 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) _ I/A Technology etc.Attach copy of up to date operation and maintenance contract _ Tight Tank Copy of DEP Approval Other:n/a APPROXIMATE AGE of all components,date installed(if known)and source of information: ORIGINAL SYSTEM 30 YRS,W/A REPAIR APPROX.10YRS Sewage odors detected when arriving at the site:(yes or no) NO revised 9/2/98 Page 6 of 11 ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4/10100 BUILDING SEWER:X (Locate on site plan) Depth below grade: 18" Material of construction: _ cast iron _ 40 Pvc X other(explain) Distance from private water supply well or suction line: n/a Diameter: 4" Comments: (condition of joints,venting,evidence of leakage,etc.) THE SYSTEM HAS TOWN WATER. SEPTIC TANK: X (locate on site plan) Depth below grade: 12" Material of construction: X concrete_ metal_ Fiberglass_ Polyethylene_ other explain: n/a If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): NO Age: n/a Dimensions: 1000G L 8'6"H 6'7"W 4'10" Sludge depth: 4" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 6" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: n/a How dimensions were determined: MEASURED Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) THE SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND.RECOMMEND PUMPING NOW AND EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFULL LIFE. GREASE TRAP: (locate on site plan) Depth below grade: n/a Material of construction: _concrete_ metal_ Fiberglass _ Polyethylene_other Explain: n/a Dimensions:n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle n/a Date of last pumping: n/a Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) nla revised 9/2198 Page 7 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4110100 TIGHT OR HOLDING TANK: _ (Tank must be pumped prior to,or at time of,inspection) (locate on site plan) Depth below grade: n/a Material of construction: _concrete_ metal_Fiberglass _Polyethylene _other Explain: nla Dimensions: n/a Capacity: n/a gallons Design flow: n/a gallonstday Alarm present: NO Alarm level:NIA Alarm in working order:NO Date of previous pumping: n/a Comments: (condition of inlet tee,condition of alarm and float switches,etc.) n/a DISTRIBUTION BOX:_ (locate on site plan) Depth of liquid level above outlet invert: n/a Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) n/a PUMP CHAMBER: _ (locate on site plan) Pumps in working order:(Yes or No): NO Alarms in working order(Yes or No): NO Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) n/a revised 9/2J98 Page 8 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4/10100 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: n/a Type: leaching pits,number:(2)1000 GAL 6'X 6' leaching chambers,number: (n/a)n/a leaching galleries,number: (n/a)n/a leaching trenches,number,length: (n/a)n/a leaching fields,number,dimensions: (n/a)n/a overflow cesspool,number: (n/a)n/a Alternative system: n/a Name of Technology: nfa Comments: (note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) THE LEACH PITS APPEARS TO BE FUNCTIONING PROPERLY,THE SYSTEM SHOWS NO SIGNS OF FAILURE.BOTH PIT WERE EMPTY AT THE TIME OF THE INSPECTION. CESSPOOLS: _ (locate on site plan) Number and configuration: n/a Depth-top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer. n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater: n/a inflow(cesspool must be pumped as part of inspection)NO Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) n/a revised 9/2/98 Page 9 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4/10/00 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) 9 6k A o � � Ig D � leg AC 3� AiD 51 8R g� 6c qH 4 revised 9/2/98 Page 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 15 STERLING RD HYANNIS, MA 02601 M289 P141 Name of Owner JOHN DEVITO Date of Inspection: 4110/00 NRCS Report name: n/a Soil Type: n/a Typical depth to groundwater: n/a USGS Date website visited: n/a Observation Wells checked: NO Groundwater depth: Shallow_ Moderate_ Deep_ SITE EXAM _ Slope _ Surface water _ Check Cellar _ Shallow wells Estimated Depth to Groundwater 10 Feet+ Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed Site(Abutting property,observation hole,basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps _ Checked pumping records Checked local excavators,installers X Used USGS Data Describe how you established the High Groundwater Elevation.(Must be completed) USGS MAPS AND CHARTS-10+FEET revised 9/2/98 Page 11 of 11 I ;O(o 0 _ _ .. _ _...__..__,._..._ 7 f ; f 5 h 1f! _..... _ _... .......---------------- -'-- ---- AO f I 4 J- - o � J Town of Barnstable P# oFn+E Department of Regulatory gal Services Public Health Division Date s� �pIFG 200 Main Street,Hyannis MA 02601 Date Scheduled ® Time Fee Pd. _A_�, Soil Suitability Sew Assessment or a Di.f g os l Performed By: Witnessed By: , Oro,, LOCATION& GENERAL INFORMATION Location Address 15 S.-r—r)1 y�oevo Owner's Name �r� �Jt�{715 Address Assessor's Map/Parcel: ) 1 �� ' u Engineer's Name NEW CONSTRUCTION __"" REPAIR Telephone# 5�� �9(�O Land Use iC vC�t� \ Slopes Surface Stones Distances from: Open Water Body XJ ►H ft Possible Wet Area ft Drinking Water Well /J)A,- ft Drainage Way—.-' ft Property Line 1ft Other N ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands fn proximity to holes) 'z vz N . m f 0 -4 _ _ -„� _ .. Y.""-4- .._.--:6. ^r ."�'.'`-�._`-ti'.a..+-...••T" +-�+, - - _ _ _ _.-.,. _ .. _fir-788_- - �� -4.__ C3 CG'1 Parent material(geologic) ��C�� Depth to Bedrock Depth to Groundwater. Standing Water in Hole: N � ©bS Weepi g from Pit Face (Im Estimated Seasonal High Groundwater 8--,S-ut`ncC DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth to soli mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level a._�m.... Adl.factor— Adj,Groundwater level PERCOLATION TEST Doty 1 Ttm.L oom Observation Hole# Time at 9" Depth of Pero v®s 4?5 Time at 6" Start Pre-soak Time @ aOpA M Time(9"-6") End Pre-soak Rate Min/Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at.least one(1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole#*1_ Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ravel 3a - DEEP OBSERVATION HOLE LOG Hole#_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. n}� /� Consistency.%Gravel) 4 \--I lcl& ,0 �� 0 L v- �, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Grave DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consistency. I i, Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes . Within 500 year boundary No Yes Within 100 year flood boundary No tZ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervioup material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (dtIhave passed the soil evaluator examination approved by the Department of Environ e 1 hat the above analysiswas peirformed by me consistent withthe required training,a er' anddescribed in 310 CMR 15.017. Signature Date A40b Q:\S.EPTI0PERCFORM.DOC oF1HE t Town of Barnstable Health Inspector Office Hours t ° Regulatory Services 8:00—9:30 BARNSTABLE. - 1:00—2:00 9 MASS. �, Thomas F.Geiler,Director �'prFn ' Public Health Division Oy Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644. Fax: 508-790-6304 . AMNESTY PROGRAM APPLICANT QUESTIONNAIRE 1. General Information: Address: yr �� V� Map Parcel l 0 e Name: AL,1C1 Phone: 2. How many bedrooms exist on your property now?' � 2a. Please include a copy of your floor plans. 3. Is.the dwelling connected to public sewer? YES or NO If the dwelling is connected to public sewer, skip questions -9 below. 4. Location-of dwelling is INSIDE or OUTSIDE a Zone of Contribution to public supply wells? S. Is the dwelling connected to an ONSITE WELL or to PUBLIC WATER? 6. Is a disposal works construction permit on file? YES 0 N 6a.If yes,how many bedrooms were approved according to this permit? Bedrooms. 7. Were any building permits obtained for construction of additional bedrooms? YES or NO 8. Is there an engineered septic system plan on file at the Health Division? YES or NO 9. a septic system been inspected by a DEP certified inspector within the last two years? YES' or NO ------------------------------------------------------------------------------------------------------ FOR OFFICE USE ONLY TO BE SIGNED BY A HEALTHI INSPECTOR/AGENT ONLY The Pub ' alth Division s no ob'ection to y bedrooms at this property. Signed: AM I D e: O O - Inspector(Print): Q;/health/wpfiles/amnestyapp � �' Ate, No....F.2:1.a F>s......�v. . THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH --"----""----------------------------OF................ Appliration for BiiipuiiFal Works Tonstrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at l - -----.-------- -.-- ----- . Lo at' n-Add or Lot No. .14 L er Address � .o..._.... -- ------------------------ ------------------------------------------------------ Instalior � Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.......... ..........................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers a YP g ---------------•------------ P ( )--- Cafeteria ( ) Otherfixtures ........................................•--•--------..•..-------•--•-•---•------------------•----•--•••------------ ---------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 04 Septic Tank-Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ W Disposal Trench—?\7o..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---Ott?---- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....._------------------ a .................................. Descriptionof Soil .�J?2 ....�. . .... ..............................................-----------------------•-- ................._. V --•-----------••--•--•---••----•••-•-•------•--......--•-----•----------------•--•-•--------------•-----••---•••-----••......--....................................................................... -------------------------------------------------------------- ----------------------------------------------------------------------------------------------•-----------------------------•--•------ 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 i T' .z. p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee . sued by th / f 1 lth., Signed .. -K.......... -. -- . ---• ........................ l Z.�d � ......... ate ApplicationApproved By........................................................................... .................... Date Application Disapproved for the following reasons---------------------•--..._...------------------------------------...------------------...................... F:zs..... :.. ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .-•-•-- ------------------------------_OF..............................................-........................................... Appli ration for Disposal Works Tnnstrnrtiun Prrutit 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 `a Ins'a.ter Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) pa, Other—Type of Building ---------------------------- No. of persons--........--................ Showers ( ) — Cafeteria ( ) 04 Other fixtures ............................ . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter-------..---.------. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by..............................................................------..• Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit---................. Depth to ground water.--.....--...........--. rz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.--------.-.---.._-.---- P4 •-••••---•------------------•---••••••••--•-••••-••-•••------•--....-•-•'-------•-----•-••--'--''-••........................................................ 0 Description of Soil........................................................................................................................................................................ x 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-I'TiE 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 Permit No........ =- �. 4� ;k._:�-•---------------. Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH n� .........`7'�t��-^:-........OF.............� _ ,��rd�;.r r (9rdif irtttr of Toutpliattrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( } y �_ ---•------- ---------------••-•----------••--•---------------•----••--•----------------------•--•------------------- Installer at15 1-4- ��.. ------------------------------------------•------------- has been installed in accordance with the kovisions of ill. of The State Sanitary Code as described in the application for Disposal Works Construction Permit No------ ------ dated---.--...-_----------------------------•---•--. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE . ..'17 Inspector THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ¢ ... OF...--.... - �.:r4..... ................. ...........<•�:x--�.�--:........... � ems- -�•_.�--. No..... Disposal Works Tnnstrudinn Vrrmit Permission is hereby granted............. .....................•----•-..........------.................•.... to Construct ( ) or Repair an Individual Sewage Disposal System Street as shown on the application for Disposal Works Construction Permit N 7c 4.2 Dated.......................................... ............................. .... .--... ................................... DATE-------- Board of Health �-Dom---'-fir=--�-7 FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Ry FtHETO�y TOWN OF BARNSTABLE OFFICE OF : Us M"t BOARD OF HEALTH Ae0.` soo i63q. 0 y N. 367 MAIN STREET HYANNIS, MASS. 02601 December 15, 1987 Joseph Cordiero, Chairman The Westgate Neighborhood Association 90 Whipporwill Drive Hyannis, Ma 02601 " Dear Mr. Cordiero: I received your letter dated December 8, 1987. The Health Department evaluated the septic system at 15 Sterling Road, Hyannis, several weeks ago. Thomas McKean our Health Inspector informed you at a Public Meeting of these findings. We require all new dwellings with five bedrooms to be serviced by 1500 gallon septic tank and two sewage leaching pits. The dwelling Is serviced by a 1500 gallon septic tank and one (1) sewage leaching pit. The average home has a 1000 gallon septic tank and one (1) sewage leaching pit. The house has five bedrooms; so an additional sewage leaching pit was installed Friday, December 11, 1987. Mr. Thomas McKean, and Jerry Dunning Health Inspectors for the Town of Barnstable, made a recent site inspection and did not observe any problems associated with a high water table. The on-site sewage disposal system meets all of the requirements of 310 CMR 15.00 of the State Environmental Code Title 5 Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. The dwelling meets all of the requirements of 105 CMR 410.000 State Sanitary Code 11 - Minimum Standards of Fitness for Human Habitation. The dwelling is authorized for occupancy by no more than 12 persons. Very truly yours, iM. Kelly tor of Public Healt d JMK/bs Copy to: Selectmen Building Commissioner HYANNIS FIRE DEPARTMENT 95 HIGH SCHOOL ROAD EXTENSION HYANNIS, MASS. 02601 RICHARD R. FARRENKOPF Swolae Oetectom Save 4imi BUSINESS: 775.1300 CHIEF EMERGENCY: 775-2323 December 11,1987 The Westgate Neighborhood As sociation 90 Whipporwill Drive Hyannis, MA 02601 Attn: Mr.. Joseph Cordiero, Chariman Re: 15 Sterling Road, Hyannis Dear Mr. Cordiero: In response to your letter to the Selectmen's.Office dated December 8, 1987, (copy attached) , I will explain to you the involvement that this Deaprtment has regarding the above property. Under 780 CMR: State Building Code Commission, Article 12, Fire Protection Systems, Section 1200. 1. 1 Authority: this Department has reviewed the property with management of the New England Fellowship to assure compliance with the 10 items listed in the code. At this time plans presented are in compliance with the required items in the building code. Additionally, the Fellowship has been required to comply with items outlined by the Deaprtment under the authority of Massachusetts General Law, Chapter 148, Section 28, which we require of all occupancies in Hyannis of this classification. Sincerely, DEAN L. MELANSON, Fire Prevention Officer FOR: RICHARD R. FARRENKOPF, Chief Hyannis Fire Department cc: Board of Appeals Board of Health: John Kelly Board of Selectment Building Inspector: Joseph Daluz New England Fellowship: Jospeh Dziobak DLM/ncl Martin J. Flynn, Chairman December 8 , 1987 Page 2 7 . Has each intended occupant been certified in accordance with the human services regulations? 8 . Has the Board of Health made a final determination of the capacity and design of the septic system in view of the water table problem and the fact that there will be six residents and at least one , but usually two, adult staff members on the premises at all times? 9. Considering all of those factors , if the building contains five bedrooms , what size septic system is required and what size septic system is presently on the premises? 10. Will the Town re uire the removal of the second kitchen? q c 11. Does the Town anticipate the waiver of or intend to waive any requirements of the State Building Code as they pertain to this building? It is our position that the best interest of all of the citizens and residents of the Town of Barnstable require utmost attention to all safety codes in place in view of the intended use of this structure. We are concerned with the protection of all residents. Since many people appear to be extremely anxious to bring about occupancy of that building as soon as possible, we request your immediate attention to these questions and a response to us with your reply as soon as possible. We would expect to have these answers prior to the issuance of any occupancy permit and feel that we should expect to hear from you within one week of the receipt of this letter. We want to thank you for your courtsey and anticipated cooperation on this issue. Kindly address your reply to me at the address above. Sincerely yours, Joseph Cordeiro, Chairman The Westgate Neighborhood Association JC/mbj c.c . Francis I . Broadhurst; Selectman William Friel, Selectman Joseph Daluz, Building Inspector Board of Health Board of Appeals Hyannis Fire Department Various News Media v The Westgate Neighborhood Association 90 Whipporwill Drive Hyannis, MA 02601 Joseph Cordiero, Chairman December 8 , 1987 Martin J. Flynn, Chairman Town of Barnstable Selectmen Town of Barnstable Hyannis, MA 02601 _ - Dear Mr. Flynn: As the result of our meeting with you on December 3, 1987, we wish to have a clarification. of some of the issues that arose during that meeting. All of our questions concern 15 Sterling Road, Hyannis,. MA and its proposed use as a half-way house. Some of these questions have arisen as the result. of the answers given by members of the panel . that sat with you. The questions pertaining to the 15 Sterling Road, Hyannis location are as follows: 1. In view of. the apparently accepted classification of the use of the premises by Dr. Berberek and the Board of Selectmen as a group home or residence, does the Town classify this use under Section 424 or 438 of the State Building Code? 2. If the Town does not consider this use as governed by those Sections, why is the use exempt? 3. Have plans and specifications of the building been submitted to the Town under the provisions of Section 424.21? 4. Have provisions been made for escape routes under the provisions of Section 424.42? 5. Have provisions been made for smokestopping wood doors with automatic closers or fire retardant doors and, if so, where? 6. Have the inspections mandated by Section 424 or Section 438 been completed by the Building Inspector and, if so, when? The Westgate Neighborhood Association 90 Whipporwill Drive Hyannis, MA 02601 -. Joseph Cordiero, Chairman December 8 , 1987 Martin J. Flynn, Chairman Town of Barnstable Selectmen Town of Barnstable Hyannis, MA 02601 Dear Mr. Flynn: As the result of our meeting with you on December 3, 1987, we wish to have a clarification of some of the issues that arose during that meeting. All of our questions concern 15 Sterling Road, Hyannis ,. MA and its proposed use as a half-way house. Some of these questions have arisen as the result of the answers given by members of the panel that sat with you. The questions pertaining to the 15 Sterling Road, Hyannis location are as follows: 1 . In view of the apparently accepted classification of the use of the premises by Dr. Berberek and the Board of Selectmen as a group home or residence, does the Town classify this use under Section 424 or 438 of the State Building Code? 2. If the Town does not consider this use as governed by those Sections, why is the use exempt? 3. Have plans and specifications of the building been submitted to the Town under the provisions of Section 424 .21? 4. Have provisions been made for escape routes under the provisions of Section 424.42? 5. Have provisions been made for smokestopping wood doors with automatic closers or fire retardant doors and, if so, where? 6. Have the inspections mandated by Section 424 or Section 438 been completed by the Building Inspector and, if so, when? Martin J. Flynn, Chairman December 8 , 1987 Page 2 7 . Has each intended occupant been certified in accordance with the human services regulations? 8 . Has the Board of Health made a final determination of the capacity and design of the septic system in view of the water table problem and the fact that there will be six residents and at least one, but usually two, adult staff members on the premises at all times? 9. Considering all of those factors , if the building contains five bedrooms , what size septic system is required and what size septic system is presently on the premises? 10. Will the Town require the removal of the second kitchen? 11. Does the Town anticipate the waiver of or intend to waive any requirements of the State Building Code as they pertain to this building? It is our position that the best interest of all of the citizens and residents of the Town of Barnstable require utmost attention to all safety codes in place in view of the intended use of this structure. We are concerned with the protection of all residents . Since many people appear to be extremely anxious to bring about occupancy of that building as soon as possible, we request your immediate attention to these questions and a response to us with your reply as soon as possible. We would expect to have these answers prior to the issuance of any occupancy permit and feel that we should expect to hear from you within one week of the receipt of this letter. We want to thank you for your courtsey 'and anticipated cooperation on this issue. Kindly address your reply to me at the address above. Sincerely yours , Joseph Cordeiro, Chairman The Westgate Neighborhood Association JC/mbj c.c . Francis I . Broadhurst, Selectman William Friel, Selectman Joseph Daluz, Building Inspector Board of Health Board of Appeals Hyannis Fire Department Various News Media T WN OF BARNSTABLE LOCATION /� �,E�n� �Q _ SEWAGE VILLAGE ; ASSESSOR'S MAP LOT W- i LI INSTALLER'S NAME & PHONE NO. �j,���T� j" � SEPTIC TANK CAPACITY LEACHING FACILITY:(type);Z (size) �QQQ NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �. l ` i t �d � � (� r �� �� VENT PIPE-SO Least 24 Inches toll �., r Schedule 4U PVC w/Charcoal Odor)FBter �t {f f „vF"+C►#r) . ;NOTE: ALL PIPES ARE TO BE a SCHEDULE 40 P.V.C. CHAMB p CHAMBER cover must be 10 min. from /. w m 6• of Grade Foisting Foundation 0., house to septic tank D-� cover mast be SECTION A A �� ' TOP OF FOUNDATION = ELEV. 100.00 (Assumed)ee within to GRA1>E w/5tea1 Cover in. of flrfthW PROFILE URN' OF LEACHING SYSTEM ' Grant oar septic Tank- 99-W Drees over D-em 99.00 over US- ELEV"99.00 � - r"+ _( � S1 6 HOLE H-10 L4Q[rl F /N qST. B0� � alt t tl64 '�:�"', S- 0.02 f•w r 1/11•wa*Ad iewood slow y r/s' !/Y•fiveket Awiw,s '"- -t �l - 0 10 S-0.01 or Qvoter 3' Corer Top of SAS Elev.=9550 �. , r A. m rEXIST,PIPE nv 1 GAL o 50' 0.01• loot / t - f _ 777 FROM EXIST. FOUPIDAT]O, 0) S TIC TANK o + Effective IN er M N N 2$• O O • C7 C7 O .` si•^'� w CONCRETE FULL FOUNDl1 e'D M -1O 1 v ,� p p o O C7 C7 C7 l7 C7 t - m > in o, o c o C3 o C3 t m �Merla rn A 1.5' 5' 1.5 01 5 Units 0 8.5' = 425' SYSTEM PROFIL a tn.of 3 4•-1 t N N -� 52.5' 3.75 w aazaas Wrirteq d �' "7 E e�rnpacte/d stone > i • ai 3.75 -a68iooe''rrriosselk ae S } - Not t0 Scab - CC''..c•) > ' J�r'Yry_Arlastrno. .,' m at 8 25 FEET STOPS 11E�MIEEN UNITS = 10' Effective vktar fifi GENERAL NOTES Ieet�` o Effective Length 1. Contractor is responsible for Digsafe notification, Verification of Utilities B in.of 3e/d4 11 o r SOIL ABSORPTION SYSTEM (SAS) and protection of all underground utilities and pipes. Bottom of Test Elev.- .00 . The septic tank an j distri pjion box shall be set NOTE t Hole2 El 88 ALL COMPONENTS MUST HAVE RISERS 10 WITHIN 6" BELOW GRADEm 2 500 - C H-20 LEACHING UNITS / WIGGINS PRECAST level on 6" of 3/4 -1 1p2 stone. Groundwater observed - NONE OBSERVED Not to Scale 3. Backfill should be clean sand or gravel with no stones over 3" in size. PERCOLATION TEST 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance Date of Percolation Test: NOVEMBER 3. 2008 with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. DONNA MIORANDI. Barnstable BOH 6. K, during installation the contractor encounters any EXCAVATOR: Shay Env. Svcs. soil conditions or site conditions that are different Percolation Rate: Less Than 2 MPI ® 30" _ Laund from those shown on the soil log or in our design Bath installation must halt do immediate notification be Test Hole Test Hole ,� Bedroom Bedroom Walk-in Living Kitchen 'Z m Closet made to Carmen E. Shay - Environmental Services, Inc. N o. 1 N o. 2 Ki n L ivin Room P goo' mi g o 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. DEPTH SOILS ELEV. Room septic system unless noted as H-20 septic components. 0 99.00 0 99.00 (APTMT) MASTER 4 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Loarn Bedroom 10 VR 3/2 10 1Tt 3/2 do fittings All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Dining MASKER 10. All solid piping, tees shall be 4" diameter 01- 6 A 98.50 0'- 6" Ae 98.50 Bedroom Bedroom Bath t �co Foyer Bath Schedule 40 NSF PVC pipes with water tight joints. ' o Lo amy Sand 11. Municipal Water is Connected to ALL OF The Residence and Abutting Properties Within 150 Feet. 10 rR 3/e 10 rR 5/e 1st Floor 5_BE HOUSE FLOOR SCHEMATIC 2nd Floor 6"- 30"1 Be 96.50, 60- 3W Be 96. (Description Provided By Owner) THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN BY HOLMES da McGRATH sand Shand ENTITLED: "SUBDMSIONOF WHIPPORWILL GLEN, HYANNIS, MA" z5 Y 7/4 M Y 7/4 DATED FEB. 11. 1964 - PLAN BOOK 183, PAGE 19 30"- 132 G 86.00 30"- 132 '00 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. LOT #5 LOT #4 EXISTING LEACH PITS TO BE PUMPED OUT AND REMOVED LOT #3 \ NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING LEACH PITS TO BE DISPOSED I I 18f,48 OF AS PER BOARD OF HEALTH SPECIFICATIONS. Perc 11 ph I I Failed TEST HOLE #1 Failed THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Depth to Perc: 30" to 48" I 1 I �� Leach Pi 1 ELEV.= 99.00 Leach Pit TEST HOLE #2 Perc Rate= 2 MPI 1 I I Groundwater Not Observed 1 I p 0 ELEV.= 99.00 ASSESSORS MAP 289, PARCEL 141 No Observed ESHWT i i I .� Cr ADJUSTED H2O Elev. None PROJECT BENCH MARK Vent I I ,: • LEGEND = 1 1 I � y • ~1 TOP OF FOUNDATION 1 I u.,,__. _ __ Pipe ELEV. = 100.00 (Assumed) � O =--- ---- ---- -- I 1' S00 gal. O ��`� 1� )04X1 DENOTES PROPOSED 3-24•aAM AocEss MANHOLES ) ) lieptic Tank SPOT GRADE ,tr-e• N/F Alfred J. Gahan i , :• =�-s _- �1 i �' PATIO X 104.46 DENOTES EXISTING SPOT GRADE r '1 !� i �� LOT #2 1 1 PL PROPERTY LINE � ou � EXIsrING 96 PROPOSED CONTOUR r` THE ACCESS COVERS FOR THE SEPTIC TANK, 1 1 5 BEDROOM ----too DISTRIBUTION BE RRAISEED T BOX O WI'LEACHING 6" OF COMPONENT HOUS`E � • ,:�'=a-js "�� `T"'�` •�'• FINISHED GRADE. 1 , - -- ---97 EXISTING CONTOUR STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS / SLAB FOUNDATION 1 ON ALL OUTLET TEE ENDS PLAN VIEW I I 3-24 DEEP TEST HOLE & •REMOVABLE e -� i i PERCOLATION TEST LOCATION 4, 1 I F______, mh PORCH 6 FOOT STOCKADE FENCE r:; _ deaenoe 4 j I 1 r INLET s•m in. 2•min. km to outlet e. ts' sear I 1 I I I 1 I �TT��TT OUTLET 1 I I I 10 '�s'-7' i i i �a i LOT 1 a� I P LOT P 1�"le eip"' ) I m0. > ? 11,025 Sgttare Feet +/- I I i in� I LAN f OF PROPOSED SEPTIC SYSTEM UPGRADE - i•..1. .. �.f:'•.L .mow. ::• r .��....r- �,:� / � , I � � I t7 11 ,o-o• s-�' . / f i i k 110.00' PREPARED FOR CROSS SECTION END-SECTION �' ; I I I � WASH I NGTON MUTUAL BANK i , TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK _�°�° °_______ _______________________% o`•�, AT NOT TO SCALE � D,koIR CcM �� �po.H.-------------- # 15 STERLING ROAD S ?'..E'RLI1V G � OA.D HYAN N I S, MA Design Calculations (40 FOOT RIGHT OF WAY) ALL 01.171ET PIPES FROM THE Number of Bedrooms: 5 Bedroom EXISTING D1S1R1811ON BOX SHALL ,2• - PREPARED BY: SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER - Garbage Grinder. No ,�; e-s OUTLET ;,++ �- AA �j �( �T Leaching Capacity Required: 550 Gal./Day KNOCKOUTSIr OU '`' a s ` Ct`1 RMli N E. A��1Y l Septic Tank : - 2 x 550 Gal./Day = 1,100 USE EXIST. 1.500 GAL. Septic Tank. A, M N SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch '-'• ' 19, INLET NVIRONMENTAL SERVICES, INC. Bottom Area: 0.74 gal/sq. ft. x 480 sq. ft. = 355.20 gallons _ . s' a• ' S P.O. BOX 627 Sidewall Area: 0.74 gal./sq. ft. x 272 sq. ft. 201.28 gallons 1 0 20 40 ' 0. 1 Providing: = 556.48 gallons 50 155• d x EAST FALMOUTH, MA 02536 Use: t o IST TEL�FAX 508-539-7966 (5) PRECAST 500-C H-20 UNITS, HAVING A 2 EFFECTIVE DEPTH, PLAN-SECTION CROSS SECTION . TO BE USED WITH 1.5' OF WASHED STONE ON THE SIDES AND =20' DRAWN BY: CES DATE: NOV 10, 2008 4' OF WASHED STONE ON THE ENDS AND 2.5 FEET IN BETWEEN UNITS. n 6 HOLE DISTRIBUTION BOX SCALE: 1 =20 NOT TO SCALE ROJECT#SD1104 FILENAME: SD1104PP.DWG SHEET 1 OF 1 i �.... LN VENT PIPE (O Least 24 Inches toll) ' L 40 Schedule PVC w/Charcoal Odor Filter *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. CHAMBER cover must be 10' min. from w/In s' of Grade »•: �, ` �Existing Foundation house to septic tank SECTION A A TOP OF FOUNDATION = ELEV. 100.00 Assumed Ssptk tank covers must be D-BOX cover must be within a in. of finished grade wRAin to GRADE w/steel cover PROFILE VIEW OF LEACHING SYSTEM ' Grade over septic Tank- gem Grads over o-Box-ss.00 _ +T►1 aceCix1T 6 HOLE H-10 over SAS- ELEV 99.00 - DIST. BO� S = 0.02 /••to r J/s•F I awrs.t some v 4 J�if--J/If-s.rk.s rr..kv. o t0 EXIST. 5=0.01 or Qeoter 3' Maximum cover Top of SAS-EIev.=95.50 1 L t•. l_f ExtsT. F IPE in u) 1,500 GAL l ^"" FROM EXIST. FOUNDATIQI • rn N SEPTIC TANK o 50' S= 0.ot• toot A m e=61x, N N 25• Co o Efleotfve Depth O ,� •„_.•.. L. oDNCREtE FULL FOUNDA -J/ m R H-10 a to o 0 0 0 0 0 0 0 m i M ui rn o C o 0 o °' n °' 1.5' -5'-�- -�-1.5' M s Units Q ss• = 42 SYSTEM PROFILE a b.of 3/4•-1 1/2' �+ r i n .-I rn 3.75' 52.5' 3J5 asooe wtte:brt Oerp Moor�+evu;=weyerrrr. Mss}me., compacted atone , m o ' 8' GENERAL NOTES Not to Scale - c m - t'.S FEET STOW BE2tJEEN UNITS = Ia Effective Width 6UU i c o Effect"Lorxpth d 1. Contractor is responsible for Digsafe notification, Verification of Utilities s in.ot 3/4"-1 1/2' .% SOIL ABSORPTIDN SYSTEM (SAS) compacted atone o and protection of all underground utilities and pipes. Bottom of Test Hole 2 Elev.- 88.00 2. The septic on distri ution box shall be set NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN B BELOW GRADE m 500 - C H-20 LEACHING UNITS / VIGGINS PRECAST � _ level on 6 of 3/4 -1 1 p2 stone. Groundwater Observed- NONE OBSERVED Not to Scale 3. Backfill should be clean sand or gravel with no stones over 3" in size. PERCOLATION TEST 4. This system is subject to inspection during installation by Carmen E. Shay Environmental Services, Inc. 5. The contractor shall install this system in accordance Date of Percolation Test: NOVEMBER 3, 2008 with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed B)r DONNA MIORANDI, Barnstable BOH 6. If, during installation the contractor encounters any EXCAVATOR: Shay Env. Svcs. soil conditions or site conditions that are different Percolation Rate: Less Than 2 MPI ® 30" from those shown on the soil log or in our design Bath Laundry installation must halt do immediate notification be Test Hole Test Hole �o Bedroom Bedroom Walk-in No. 1 No. 2 Living Kitchen 'Z` Ae Closet made to Carmen E. Shay - Environmental Services, Inc. Room Coco 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. DEPTH SOILS ELEV. 5 septic system unless noted as H-20 septic components. 0 99.00 0 99.00 Living MASTER 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. sandy sandy Room "� 9. All Distribution Lines shall be 4` diameter Schedule 40 NSF PVC Loam Loan Dining MASTER Bedroom pipes. 10 YR 3/2 10 YR 3/2 Bedroom Bath 10. All solid piping, tees do fittings shall be 4" diameter Bedroom ,gooBath Schedule 40 NSF PVC pipes with water tight joints. o'- S. A s8.5o o`- 6" M 9e.5a c Foyer Looaatmdy Loamy 11. Municipal Water is Connected to ALL OF The Residence and Abutting 5 BE HOUSE FLOOR SCHEMATIC Properties Within 150 Feet. 10 YR s/s 10 YR s/s 1st Floor 2nd Floor s"- 30" Be 6.50 6•- 30• Be 96. (Description Provided By Owner) THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN BY HOLMES do McGRATH Sandd Med. a REV.: 12/02/08 - Accessory Apartment Removed -Exist. 1500 GAL Tank Single Compartment ENTITLED: "SUBDIVISIONOF WHIPPORWILL GLEN, HYANNIS, MA" Z5 Y 7/4 2.3 Y 7/4 NOTE: 2nd KITCHEN WAS REMOVED AND ACCESSORY APARTMENT NO LONGER PRESENT DATED FEB. 11, 1964 - PLAN BOOK 183, PAGE 19 30•- 132 C, 88 00 30'- 132 Ct 00 y AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN THE SEPTIC SYSTEM INSTALLATION. + LOT #5 x LOT #4 EXISTING LEACH PITS TO BE PUMPED OUT AND REMOVED LOT #3 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING LEACH PITS TO BE DISPOSED 180.49 OF AS PER BOARD OF HEALTH SPECIFICATIONS. Perc1 , I Failed TEST HOLE #1 Failed THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Depth at Per c: 30" to 48` I ! �� ELEV.= 99.00 TEST HOLE Perc Rate= 2 MPI , ! Leach Pit 1 Leach Pit #2 Groundwater Not Observed0' ELEV.= 99.00 ASSESSORS MAP 289, PARCEL 141 No Observed ESHWT i 1 I �` l:- -= T=~ - - -- ° ��- LEGEND PROJECT BENCH MARK ADJUSTED H2O Elev. = None 1 I 1 `� �: ' • • tt Vent TOP OF FOUNDATION _ y_ _ ~=1 Pipe ELEV. = 100.00 (Assumed) XIST. O -} - ---- ---_ --! - -- f' ! 1500 gat. O ��� 104X1 DENOTES PROPOSED 3-24•aAM. AccEss MANHOLES ) �eptic Tank � SPOT GRADE ,o -e• N/F AWed J. Gahan,� ; z • ��\ 104.46 DENOTES EXISTING + PATIO �� X SPOT GRADE INLET LOT #2 PL PROPERTY LINE 04 ET ` / ou + j + EXISTING r` THE ACCESS COVERS FOR THE SEPTIC TANK, i i s BEDROOM --y00 96PE-- PROPOSED CONTOUR DISTRIBUTION BOX AND LEACHING COMPONENT + / FINISHED GRADE SED To WITHIN s• of + '+ ; HOUSE �' - - ----97 EXISTING CONTOUR + + SLAB FOUNDATION i STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS I + � PLAN VIEW ON ALL OUTLET TEE ENDS ' DEEP TEST HOLE & 3-24-aE>�a�ABiE"aRs ; D �+ PERCOLATION TEST LOCATION 71.r.-t• 4• -YJ; ; ; ; F-------, PORCH .--� 6 FOOT STOCKADE FENCE • ,rnK clewanw 1 1 1 1- I 1 1 I INLET 'JTW min�L_mit, Net to outlet s.N*L 13' naET 1 1 1 I ! I ! c OUTLET ME to'mn T-j L�rirr:v.l ss 1 1 1 1 I n A I LOT #1P L ' E ', *ld aloe 1 1 Q I LOT LAN o..,w. Lkrykl eepth j f't 3 11,025 Square Feetin� I 1 I Q� OF SEPTIC SYSTEM UPGRADE AS INSTALLED 110.00' 1 (i PREPARED FOR CROSS SECTION END-SECTION � / � I ; son WAS H I N GTO N MUTUAL TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANK - BANK AT NOT TO SALE CB D.H. # 15 STERLING ROAD s TER-T.IwG _ -n O.A_Z? FNo HYAN N I S, MA Design .Calculations (40 FOOT RIGHT OF WAY) ALL OUTLET PIPES FROM THE Number of Bedrooms: 5 Bedroom EXISTING SEr'�'LEA1 FFM ATION LEAST FT: 1r CONCRETE 00� � of � y PREPARED BY: Garbage Grinder. No ,- I ` CA E. `-� Leaching Capacity Required: 550 Gal./Day - l°aocr OVnET r v, iRMEN l(jJ L' Septic Tank - 2 x 550 Gol. Septic p /Day = 1,10o USE EXIST. 1,500 GAL. Tank. _ 12' INLETf ENVIRONMENTAL SERVICES, INC. as• c7 l SOIL ABSORPTION AREA: Using percolation rate of C2 min./inch - ouuET Bottom Area: 0.74 gal/sq. ft. x 480 sq. ft. 355.20 gallons _ ts• a' ' 1 ,O- BOX 627 Sidewall Area: 0.74 gal./sq. ft. x 272 sq. ft. 201.28 gallons Q 20 40 SQ '`'yr `' 2 R '' Providing: = 556.48 gallons - tas• ,. ern EAST FALMOUTH, MA 02536 Use: (5) PRECAST 500-C H-20 UNITS, HAVING A 2 EFFECTIVE DEPTH, PLAN-SECTION CROSS SECTION qNI TAP.�P : TEL/FAX 508-539-7966 TO BE USED WITH 1.5' OF WASHED STONE ON THE SIDES AND SCAL 1==20' DRAWN BY: CES DATE: NOV 10, 2008 4' OF WASHED STONE ON THE ENDS AND 2.5 FEET IN BETWEEN UNITS. " 6 HOLE DISTRIBUTION BOX SCALE: 1 =20 NOT TO SCALE PROJECT#SD1104 FILENAME: SD1104PP.DWG SHEET 1 OF 1 ;t ,