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HomeMy WebLinkAbout0040 WINDRUSH LANE - Health j�driish Lane (Os erville� wwr W. —— 4��C) A= 'No' ,NN' _P­ VIA- I.,moil WAS i rWR w Un I'U k R1 Zilli!h "4111�11�4 a "Cir, k I I, "liq,4 ".:q S H"M A mar 19 ww Nov- a 'AMP_ I ,g"4 Z in V-1-744 t Si--ilww�Pqw IS 44 xy� p built �i Q!,KMWNs, ONE yt 9 U Voll U AN. 01i Pa 0;1%; AN tk it P "Oil IN 31" SA PA. ANN X X M11 qyv 'M NNISN' pit Jw 11 etc, OR H W -00 Kj 14 IVAM WE I%%.A P4 A'f RUSS Num— %Ww'"M MIN -11 AW MV I mums IM IN 'fli ,v ,Ig ��'�113 51h .'0k qix T,KIP N, 2 "tA-ST"" 4Z �jj 0" , V` 11 1 Iffy WIN— rV a ANY', 7M -j:E �,,,jgm q M 4 , vi ro 'A� TOWN OF BARNST-ABLE OCATION U3&, +'` '�" , SEWAGE# VILLAGE /\ ! ASSESSOR'S"MAP'&,PARCEL _ � D7® INSTALLER'S NAME&.PHONE SEPTIC TANK CAPA_CITY .���* »f- vN 4s . Y l ;'.r,� LEACHING FACILITY: (type)�� (size) �X S l x NO.OE:I'BEDROOMS # ►" _ '� k: s OWNER I V l C, :► f PERMIT DATE: ; /—/8 COMPLIANCE DATE Y Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facilityf x Feet i u} g s Private Water Supply�Well and Leaching Facility(If any wells°exist on -site' -within 200 feef of leaching facility)y ! * Feet'. Edge of Wetland and Leaching Facility(If any wetlands exist within s- 300 feet of leaching facility) z Feet ' FURNISHED �e � �r'L� d •A,Y �. C a�. f 9 O � ~ ` H' TOW �WN OF BARNSTABLE I iCATION qO Wiv%crVSh IAn SEWAGE # `"VILLAGE OS I er✓� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACIl-=: (type)o2- 1 i#J (size) oZO'X 30 NO. OF BEDROOMS rr L BUILDER OR OWNER kG PVI✓1 ✓�1t CA e'-+'/ PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply,Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by V ❑ II 4 � W 1- s � W Q f r - -0111 L O C-QT_1 _N ' SEW l�CaE_P_ER MIT 1.1 O. -E-6—A-D DR-E---S-S DR-E-SS DATE—P—E—R�Ma-r�-SSUED =�"`� D-A7--E—C.O KA- R _1-L M- C of . s Y No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 17, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLatlon for Disposal *pstrm Construction 3pPrmit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon(P Complete System ❑Individual Components Location Address or Lot No. y0 W h a*v S 4 D S ko r 1-o'If 2 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Q nG K,evin /`A ,Ca.4&r �`3; p'7CJ +Y Ins Her's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: b Dwelling No.of Bedrooms Lot Size 1,W k1-rt sq.ft. Garbage Grinder$ 4) Other Type of Building (7.e5; fA+,Q No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) -7 7a gpd Design flow provided� gpd Plan Date g / O 1 Number of sheets I Revision Date 8 29 2L Title %h CPty oSed �� (v v�e bi a lt4 S Size of Septic Tank 2000 641(0ri Type of S.A.S. ' s'OO GgI/Cih c4NIV -5 Description of Soil T W—�.'b & 7?C��e Pe k /9—22 4 t! •fir Yq,,.dv 69,n of 22—3 el' 6c,., La yer Sg v, Y-- 13Y 1( C4 Lle r- rt e ,1t,►,h Sg,9 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 Environments ode and not to place the system in operation until a Certificate of Compliance has been issued by this Bjo4of.Health. Signe Date Application Approved by - Date " "l( Application Disapproved by Date for the following reasons O Permit No. DoJ50 a70 Date Issued (� No. �, '. Fee - THE COMMONWEALTH Or�MASSACHUSETTS Entered in computer: V/ ;} PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplicatlon for -Mis `sal 60strin Construction 3permit 00 Application for a Permit to Construct(kl Repair( ) Upgrade`( ) Abandon(0/10' Complete System ❑Individual Components Location Address or Lot No. VD (.:��i? ��s 4 S�a./a;((e Owner's Name, �Address,and Tel.No. Assessor's Map/Parcel 09 3 270 KC V i n jo e t,.Ca 4a r+y Installer's Name,Address, land Tel.No. Designer's Name,Address,and Tel.No. »h. '���l''1•�7�°"1 � ',;:!t�-�.a � ���C�' _----- S v({;vR�I �r��y e e r;n� t Cons ul-�;h�,�c. Type of Building: OF 6 .Dwelling No.of Bedrooms ? i Lot Size 1.(W.4 j'r S sq.ft. Garbage Grinder(W) Other Type of Building 17.Q S;clm l`,d No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -7"7i! gpd . Design flow provided -7 7-2 3 gpd ' Plan Date 11 J?G Number of sheets Revision Date 612-112U1�J ° ' Title S,*Ie- Tlrfh P/g yro v4 A;o,,n4 3 Sizefof Septic Tank 2000 6,?Ito `' Type of S.A.S. Description of Soil TEl-,�,',G -,1�'i jVr/;�-e_c,�f//4*,olPock, 1 7-Z ` 4�cv,.ev ' sq,, �,, �o4�r9 2 2- y.`' 6�. Lea`/P/ �/hyr� 4. /n i 3 `/- jJ`/ //( �4G11-e f q( ph Nature of Repairs or Alterations(Answer when applicable) Date last inspected: kr 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 Environmenta ode and not to place the system inoperation until a Certificate of Compliance has been issued by this Boar of Health. Signed Date G Application Approved by '© � Date /" +r t' AppiicatioiPDisapproved by Date for the following reasons Ira Permit No. o I r a9 270 0 Date Issued �— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded - Abandoned( )by ..at . D tu,',14IJ US4 Gla �S � ��`� � has been constructed in-accordance - - with the provisions of Title 5 and thefor Disposal System Construction Permit No A G6-�6 6 dated Installer Designer #bedrooms 7 23 r Approved desiignn�flow� gpd The issuance f this permit shall not be construed as a guarantee that the system will fimcrn as designed. Date -/ Inspector / �'+ _ --------------------.-__ � - -------------------------------P-------0----------- ---------- ----- ----- -- - - - - No. o l s- Fee d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Vermit Permission is hereby granted to Construct Repair( ) Upgrade ) Abandon( ' System located at 7� �'1/, Q� ("LS L*h-e CAS 4-a r v 1 ! , 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 completed••withn three years of the date of this permit. 5 Date Approved by �., Town of Barnstable Regulatory Services :iARNBTAB Richard V. Scali, Interim Director s Public Health Division 0 9. ° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 6120/2019 Sewage Permit# 2018-270 ,Assessor's Map\Parcel 093/070 Sullivan Engineering&Consulting, Inc. Joyce(Tony) Designer: Installer: �j Address: 711 Main Street/PO Box 659 Address: C ' `S Osterville,MA 02655 On 9/1/2018 Joyce(rony) was issued a permit to install a (date) (installer) 40 Windrush, Osterville septic system at based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated 8/1/2018 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if,required) was inspected and the. soils were found satisfactory. a I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i 11an 'th the terms of the I\A approvaLletters(if applicable) o= GHARLES T. tiG ROWL04D o CIVIL =; No: 52699 I aller's Signature) �FcIstR�°. p�FSSroNAI 64i (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc I 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 Property Address: 40 Windrush Lane Osterville, MA 02655 Owner's Name: Kevin McCafferty Owner's Address: Same Date of Inspection: August 3, 2001 Name of Inspector:(Please Print) James M. Ford Company Name: James M. Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: _ _(508) 862-9400 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 the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Pass Co it nally Passes Ne s rther Evaluation by the Local Approving Authority Fail Inspector's Signature: Date: August 7, 2001 The system inspector shall Isubmicopy,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 Y' 'Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 40 Windrush Lane Osterville, MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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 following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old'is available. 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: 40 Windrush Lane Osterville,MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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. 3. Other: 3 'Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 40 Windrush Lane Osterville, MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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. 1 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: 40 Windrush Lane Osterville, MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ Were as built plans of the system obtained-and examined?(If they were not available note as N/A) ✓ _ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ Were all system components,excluding the SAS,located on site? ✓ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 40 Windrush Lane Osterville,MA Owner: Kevin McCafferty Date of Inspection: Aufzust 3, 2001 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 6+ Number of bedrooms(actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 660 Number of current residents: 4 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage 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 2 years usage(gpd)): 2000-250,000 Qals.; 1999-467,000 Qals. Sump Pump(yes or no): No Last date of occupancy: Currently occupied 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): GENERAL INFORMATION Pamping Records Source of information: None on file-per treatment plant 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(ifknown)and source of information: October 18, 1974-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 40 Windrush Lane Osterville, MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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: 30" 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): (attach a copy of certificate) Dimensions: 1500 gal. Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle: 29" Scum thickness: 6" Distance from top of scum to top of outlet tee or baffle: 9" Distance from bottom of scum to bottom of outlet tee or baffle: 10" 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.): Cement tees were present The liquid level was even with the outlet invert. There were no signs of leakage. Recommend pumping. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: 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 ASSESSM ENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 40 Windrush Lane Osterville, MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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(explain): Dimensions: Capacity: gallons Design Flow: gallons/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: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even 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.): Two D-boxes were present. The liquid was even with the outlet inverts. There were no signs offailure or backup. The outlet invert was 4.4'below grade. PUMP CHAMBER: None (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.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 40 Windrush Lane Osterville, MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 SOIL ABSORPTION SYSTEM(SAS): ✓ '(locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number,length: ✓ leaching fields,number,dimensions: 2-20'x 30'(per as built card) overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): The leach fields were not dug up There were no signs of failure in the D-boxes. The bottom to grade was approximately 5.4'. 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: 40 Windrush Lane Osterville, AM Owner: Kevin McCafferty Date of Inspection: August 3, 2001 SKETCH OF SEWAGE DISPOSAL SYSTEM S S Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 1.00 feet. Locate where public water supply enters the building. �r o"T 3�,�k saps w .. o, C SOY, G ' —1 '' ❑ �•(3oX iclGl L. Fit 10 Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 40 Windrush Lane Osterville, MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine 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: G.I.S. topographic map Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: , You must describe how you established the high ground water elevation: The bottom of the leach field to grade was approximately 5.4'. Using the Barnstable G1.S. map,groundwater was approximately 10-12'below grade at this site There is no high groundwater adjustment for this site. This report has been prepared and the system 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 system, the inspection and/or this report. 11 r VI t THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Jim Ford Has satisfied the Department's. qualifications as required and is hereby authorized to use the title CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. June 8, 1995 Acting Director of the ton of Water Pollution Control YOUR. .,SEPTIC. SYSTEM : . Jl Septic System Additives, Septic Tank Cleaners and Hazardous Household products What are septic tank cleaners and Septic may System acid and sodium hydroxideY cor- Additives additives? How useful are they?What fall into three rode the concrete in the tank, cesspool is their impact on the environment? leS'Cate Or or seepage pit. When properly designed, .installed g In concentrated forms,these chemi- and maintained, on-site septic systems cals should be handled only by profes- ma function trouble-free for man 1. Yeast, bacteria, enzymes Y y sionals.They are very caustic and may ears.Some systems,however,develop Manufacturers of these products usu- Y Y p lead to personal injury or damage to problems due to outdated designs, im- ally recommend that you regularly add your septic system. proper installation or improper mainte- these products to the septic system via Hydrogen peroxide should be used nance.The owner of a failing system is the toilet. They are harmless to the only in specific soil conditions.If used faced with several choices, most of environment and of little value to improperly,it will make leaching prob- them expensive. your system. Sewage naturally con- lems worse rather than improve soil tains vast amounts of yeast and bacte- permeability. ria that maintain themselves without What do Septic System need for supplements under normal These products bring temporary (a Additives claim to do operating conditions. few months)relief from.a clogged leach- In fact use of these products may ing area and do not address the basic for your septic p Y damage your septic system. Research cause of the failure.At best,they should system? has shown that some of these products be used only in emergencies thereby Homeowners are often tempted by the may cause the production of methane. allowing more time to consider re- seemingly low cost of septic tank addi- This gas bubbles through the septic pairs that truly address the cause of tives that claim to be alternatives to tank and refloats sludge particles that the failure. costly repairs.Some 12,000 septic sys- flow into the leaching area and then Inorganic compounds may:affect tem additive products on the market may end up clogging the soil. groundwater by increasing the concen- claim that they save maintenance cost . Yeast,enzymes and bacteria are also trations of salts or metals(such as cop- or prevent failures. They claim to do not required to restart your system after per) in the water that flows out of the this, for example, by regularly feed- you have had your tank pumped.There septic tank. However, given the total ing your system with bacteria or yeast, are enough microorganisms in the tank volume of water used in the average or to fix an already existing problem to perform that role. system,these effects can be considered by reopening or unclogging your negligible under normal conditions. leaching facility. 2. Inorganic chemicals 3. Solvent-based, Inorganic septic system additives,such non-biodegradable products Why is there concern as sulfuric acid, sodium hydroxide or about the use of these hydrogen peroxide,are used to restore Compounds, such as methylene chlo- a clogged leaching area (the primaryride(MC)and trichloroethylene(TCE), products? gg g were commonly used de cause of septic system failure). These Y as greasers There are three concerns connected with additives destroy the excessive organic or drain openers.They are hazardous the use of commercial septic system matter that has accumulated around the substances. TCE is a carcinogen. additives: leaching facility keeping the wastewa- Because of their potential to con- •using them may harm your system; ter from getting into the soil. They taminate groundwater, manufactur- • should be applied directly to the leach- ers have removed TCE and MC from using them may contaminate ground pp Y Before products.i her applying water; ing facility. Application through the t p any septic tank dilutes the product and re- product, the user should read the la- • using them may be ineffective,but will duces its effectiveness. Also, sulfuric bel to ensure that these chlorinated discourage you from investing in mainte- hydrocarbons are not present. nance and repair when needed. University of Massachusetts,United States Department of Agriculture and Massachusetts counties cooperating. Cooperative Extension offers equal opportunity in programs and employment.CR-0368:10M-12/94 Economic Legal Issues however,is quick to point out that this Considerations connected with Septic does not constitute an endorsement of Before considering use of an additive, System Additives' the product's effectiveness. you should compare its price with that As of April 1, 1995 it is illegal to use Additional Information of regular septic tank pumping.Pum - P or recommend septic system additives More information on envtronmen- ing every three to five years may be unless they are on a list of state ap- tally safe and cost effective septic less expensive than using additives proved products. The criteria used system management methods may be over the same period. Most important, for approval of products is that they obtained by contacting your local Board pumping has been proven to work by do not harm the system's compo- of Health, your regional DEP office or extending the life of your system.Most nents or function and do not adversely nearest UMass Extension Center. additives make claims that cannot be affect the environment. The state, substantiated. How do Hazardous Household Pro ducts Affect Your System . How can I;dis dispose of household Chlorin 1a p e bleach Sri from water softeners chemical products in a manner that Research shows'that it takes sew A Dumping ythe4 regenerations.brine does not harm the septic system or the t eral°gallons of liquid household .from water.softeners•into.your septic environment? 9bleach.to destroy,:all the bacteri" • '=systemRshould have no adverse effect.< Man • owners'of. homes with Y the septic tank,The bacteria popula on the life of microorganisms in your on-site wastewater systems are con a _ tion recovers its original strength tank but mayshorten;the life of,your cerned about how their systems will within 30.hours`of normal#septic leachitig+facility if tt isn clay soils. be affected by the use or disposal of system Operation.,. is means,that - ' : . hazardous household products such `,; normal use of household bleach has eDo not use your septic system as.bleach, laundry detergents; left ;. no.lie gative•effect on your system. a household hazardous} ;: over paint thinners; drain cleaners waste..depository or pesticides. Disinfectants- While there is httle.reason�to wo rry l Sii ularly;rt takes about fh4ial about hormal uselof the above-sub- lons of Lysol*to destroy the bacteria stances,' you 'do not :want ,.to dump • What About*1Hom e ':with a'similar population;, recovery leftover; liquid floor ;wax,. furtuture Cleaners and auto- time of a day andahalf. polish,pesticides,paint thiriier;"auto-, DetergentS?. in%ottveliquidssuchasantifreeze,brake ` Crystallized'drain cleaners ,fluid or�batte acid down. ourdrains. Harmful effects of ordinary house ry, y„ However lit takes only one cup�of While they do not harm your system's hold chemicals on.septic system op �crystallizeddrain cleaner to destroy erformanee;:'•the dopass--right , 'eration are often overemphasized P Y 3r the bacteria in the septic.tank and-the through it mto,#l6 ground water sup-a.;. Home care products designed to go .o. recovery time is three days '* ply and,could end up r in your i.k down the.`drain, including soaps,de- down dnrtkmg well tergents, bleach,�.disinfectants and Soaps and_detergents Tomamtainyoursysteiri:keepyour �� drain cleaners, when`used at the .`s" These substances used in normal `�leach field free;of brush,and trees.Do' recoinmended"�rate, will not''ad amounts do,not'-h' in our se tic ` - vessel affect se""tics stem erfor Y ., P not dnve or pa"rk over any part your manc or the erivp orimerit.The se system Powdered'detergents con systems Have.your= tank .pumped -, : P ;taro filler.substances thatido not regularly and iio not'use:your sys_-, tic tank; when"pro sized`and, `- settle out in your tank. Liquid de tem as aarash can Follow the>sim le. maintained, acts as a buffer agatnst tergents do not burden.fhe tank in, maintenance `rulesdescribed on most negative impacts this manner. ,other fact sheets *Lysol is a brand name for the di lvec ant used in the research. Its use does not constitute an endorsement. This material is based upon work supported by The Massachusetts Environmental Trust.Issued in furtherance of Cooperative Extension work,Acts of May 8 and June 30, 1914,in cooperation with the United States Department of Agriculture.Robert G.Helgesen,Dean and Director,Cooperative Extension,University of Massachusetts.The Cooperative Extension System offers equal opportunity in programs and employment.Prepared by Gisela Walker, Extension Specialist;David Gordon,M.S.;Peter Veneman,Ph.D. " . _ Sullivan Engineering Inc. 7 Parker Road, Box 659,Osterville MA 02655 508428-3344 e-mail:psullyeAwl.com fax 508428-3115 August 9, 2001 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: McCafferty/40 Windrush Lane, Osterville,MA Dear Board of Health, Please find attached a copy of the Septic System Inspection for the McCafferty property at 40 Windrush Lane that was recently performed by Jim Ford. The inspection shows that the system is not in failure. Also find attached a Septic System Evaluation in accordance with 310 CMR 15.301(5). The evaluation shows that the existing system is in compliance with Title 5, and with respect to the 1978 Code has the capacity for nine bedrooms. I trust this meets your present needs. .Ifyou have any questions, please feel free to contact me. V ffy truly yours, 0 Peter Sullivan P.E. °�& 0am " , c, �� Sullivan Engineering Inc. " �. Cc: Kevin McCafferty v 733 C 1. 1. 41. Members of The American Society of Civil Engineers and The Boston Society of Civil Engineers Sullivan Engineering, Inc. Osterville, MA 508-428-3344 SEPTIC SYSTEM EVALUATION 40 WINDRUSH LANE OSTERVILLE, MA Septic Tank Existing: 1500 Gallon Tank 1500 gallons/ 150% = 1000 gallons 1000 gallons/ 110 gpd/bedroom = 9 bedrooms Existing 1500 Gallon Septic Tank has the Capacity for 9 Bedrooms Leach Bed Existing: 2 Leaching Beds @ 20'x 30' Bottom area only= 1200 sf 1200 sf x 1.00 gal/sf= 1200 gallons 1200 gallons/110 gpd/bedroom = 10.9 bedrooms Existing Leaching Beds have the Capacity for 10.9 Bedrooms Note: The existing Septic System is in compliance with Title 5. According to the Code from 1978 the Leaching beds have the capacity to handle 10.9 bedrooms, but the capacity of the septic tank limits the number of bedrooms for possible future expansion to 9. ' s, %m E9U+es V �� I Members of the American Society of Civil Engineers and the Boston Society of Civil Engineers f 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- Property Address: 40 Windrush Lane Osterville, MA 02655 Owner's Name: Kevin McCafferty Owner's Address: Same RECEIVED Date of Inspection: August 3, 2001 Name of Inspector:(Please Print) James M. Ford AUG 14 2001 Company Name: James M. Ford TOWN OF BARNSTABLE Mailing Address: P.O.Box 49 HEALTH DEPT. Osterville,MA 02655-0049 t t Telephone Number`- r#'..'c;«'(508)'862-9400 r 4 a, ;,_;n . ;. x k, r + w•.z x ," x}..wit..'{� Y,.t' s.�. t+�at-.Sri '�4£q>:xf•�t,�� - 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 the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes' Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date:. August 7, 2001' The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes-and Comments 4 :, �., .,— ._ai �. ..,. ✓��,� .. .,.. ,.# �, < - ,f rf��', �, .. .ate} ?"aaJ�c : - ****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: 40 Windrush Lane Osterville. MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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 of not determined(Y,N,ND)`in the "' °for the following statements: 'If"tint determined";please l ,xptam r The septic tank is metal and over 20 years old*or the septic tank(whether metal or riot)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 boz: 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: 40 Windrush Lane Osterville, MA -Owner: Kevin McCafferty n Date of Inspection: August 3, 2001 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 Wh ch 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 they system is functioning in a manner.that protects pthe 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. f , The system has aseptic 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. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 40 Windrush Lane Osterville. MA _ _. _.. __.. --. _--- Owner: Kevin McCafferty -,. Date of Inspection: August 3 2001 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 overloadd or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z 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. 1 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 109000 gpd to 15,000 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 II of a public water supply well I 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: 40 Windrush Lane ---- -- "' Osterville, MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No _ ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓' `' Was the site inspected for signs of breakout? r - k, 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 lr--ation of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health' ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)]. f ,. . e -', .. F} 4 } ... ,s` # _ry � ."" tic �, •T.F" i,, 4'y . . ., y ,, a t: .V •� :4`'�t'' .. .. j. . 5 Page 6 of 1 I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 40 Windrush Lane Osterville. MA Owner: Kevin McCafferty Date of Inspection: August 3. 2001 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 6+ Number of bedrooms(actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x It of bedrooms): 660 Number of current residents: 4 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No t Seasonal use(yes or no): No Water meter readings,if available(last 2 years usage(gpd)): 2000-250,000 Qals.;L 1999-467,000 Qals. Sump Pump(yes or no): No Last date of occupancy: Currently occupied 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): GENERAL INFORMATION Pumping Records Source of information: None on file-per treatment plant 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: 1 TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool ` Overflow cesspool Privy r 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) 1 , Tight Tank Attach a copy of the DEP approval Other(describe): - Approximate age of all components,date installed(if known)and source of information October 18, 1974-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ' SYSTEM INFORMATION (continued) Property Address: 40 Windrush Lane Osterville. MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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: 30" Material of construction: ✓ concrete _metal fiberglass _polyethylene _other(explain) Y- If tank is metal list age:. . ... ._As age.confirmed.by.a_Certificate of-Compliance(yes or no): r (attach a.copy of certificate) Dimensions: I500 gal. w,-, Sludge depth: 3" .t;; ,� :"..r '� Distance from top of sludge to bottom of.outlet tee.or.baffle: . .29'.' _ _ g` i'.. . ;'z° ' Scum thickness: 6" ~ . . Distance from top of scum to top of outlet tee or baffle: . 9" Distance from bottom of scum to bottom of outlet tee or battle: 10" 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.): Cement tees were present The liquid level was even with the outlet invert.- There were no signs ofleakaze. Recommend pumping GREASE TRAP: None (locate on site plan) Depth below grade: . Material of construction: -concrete _metal _fiberglass _polyethylene _other (explain): ; Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations inlet and outlet tee or baffle condition,structuraTintegrity,lquid.levels as related to outlet invert,evidence of leakage,etc.): Page 8 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM-INFORMATION (continued) Property Address: 40 Windrush Lane �,�t,`.. Osterville. MA Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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(explain): Dimensions: T Capacity: gallons. Design Flow: gallons/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:; ' ✓ ..(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even 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.): . . I. Two D-boxes were present The liquid was even with the outlet inverts. There were no signs of failure or backup. The outlet invert was 4 4'below grade PUMP CHAMBER: None (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.): 8 +1 V Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C v i:f},::<�a; SYSTEM,iNFORMATION (continued) Property Address: 40 Windrush Lane Osterville. MA Owner: Kevin McCafferty ' Date of Inspection: August 3, 2001 Y SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number, length: ✓ leaching fields,number,dimensions: 2-20'x 30'(per as built card) overflow cesspool,number: _ - - Innovative/alternative system Type/name.of technology: . Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc. : . , - The leach fields were not dug up There were'no"signs offaiNre in the D-boxes. The botto`rii:to-grade was'approximately 5.4'. 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 pondmg,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.): Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM.INFORMATION (continued) Property Address: 40 Windrush Lane __ 't �• +':" Osterville, AM Owner: Kevin McCafferty Date of Inspection: August 3, 2001 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. Fr o�T 3�.�k saps A- OL ) q , c i F_ � � � - _ ❑ n-pox !.. Fiala 10 E . Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART C #'' �_ • -�'` SYSTEM INFO.RM.ATION (continued) Property Address: 40 Windrush Lane -.x _�: �` s a t ,ga- - Osterville. MA ' L + _. ...... ,.... fiW�.-fir Owner: Kevin McCafferty Date of Inspection: August 3, 2001 ' p r SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate (check)all methods used to determine 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: G.L.S topographic map Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground'water elevation: The bottom ofthe leach field to grade was approximately 5.4'. Using the:'Barnstable G.LS map,groundwater was approximately 10-12'below grade at this site. There is no high groundwater adjustment for this site. t r - This report has been prepared and the system 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 system, the inspection and/or this report. . 11. .. THE FOLLOWING, IS/ARE THE BEST IMAGES FROM-. POOR QUALITY ORIGINALS) I m ^ � DATA 617 IV C. FOR FAQ 14 ���� ., n � 4-.^. it a- �� R 5x e K6 - { 3' � { .• $ e ', 77, BARNSTABLE y Pare , IL Dimon �°' 6 • t - ervidi on-Division r . Ar rer t 106 � Mifive Plan ApprovedPlannhig Beard w • 9�/�/�y��y y{��) `sty s s R i nro i r t AddressLA rem Of -- _ fte Town of Barnstable P# Department of Regulatory Services RMWWABLM Public Health Division Date 1639. �� 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. Soil Suitability Assessment for Se e Disposal j Performed By:�®�lh D ��Q Witnessed By: LOCATION &GENERAL INFORMATION.. LocationAddress Owner ,/o 4/,hd/USh L4� KeL,417 Lr SST v� Address Assessor's Map/Parcel: Engineer's Name Sv f��V°i�r s%heet'�jI1 V011N NEW CONSTRUCT� 11 REPAIR Telephone# 5 4/jQ— 9— Land Use ��ae4 T'i'Q Slopes(%) C-1D Surface Stones Distances from: Open Water Body 3Z� !—ft Possible Wet Area (� /T—ft Drinking Water Well ft Drainage Way ®� ft Property Line YQl ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �J9 a e > J 0e. 693073 IIi?3 0 403o6a N Parent material(geologic) �t/7 �1 Depth to Bedrock SO O`4 Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face �✓ Estimated Seasonal High Groundwater DETERMINATIqy FOR SEASONAL HIGH WATER TABLE Method Used: 0AWkw4, z Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date Sri Time Observation / Hole# f Time at 9" t,� r Depth of Perc L 2 Time at 6" Start Pre-soak Time @ ® Time(9"-6") End Pre-soak q r 30 Rate Min./Inch <Zh , Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/N) 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# Depth from Soil Horizon Soil Texture Soil Color Soil O-her Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Consistency.%Gravel) 18- Z2 ,�4't6y W.'k to�R 2 22 -W _!�*w 1011le 3 y_/U,, S9,70r 2-5- DEEP,OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel lY-2ly 6� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 00. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (St-ucture,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Maw Above 500 year flood boundary No/y Yes Within 500 year boundary No Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? lZes If not,what is the depth of naturally occurring pe iofv us material? Certification I certify that on 7 fl 1Gf Z (date)I have passed the soil evaluator examination approved by the Depar nvironmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. J Signature �� Date g Z l8 Q:\SEPTIC\PERCFORM.DOC No.... _Q._L'..... $.�( ................ THE COMMONWEALTH OF MASSACHUSETTS ®ARD F t-BALT OF . .............. Apphration -for Uispviia[ parks Tottfitrurtiitt Prrutit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: '1�. ....... . .... --• . • ................ '------------ io -Add re / or Lot No. _ -- • -- •--•---- ----------- --•-F.v�` - ............................................................... wne r Address Sneer Address Type of Building 6// Size Lot__- ___� U � O_�__�__Sq. feet _.__-Ex Expansion Attic Garbt e Grinder DwellingNO. of Bedrooms________________ _____________________ p ( ) g ( ) aOther—Type of Building ________-_ ------------------ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ---------------- ------------ W Design Flow............................................._ allons per person per day. Total daily flow___________ " -gallons. WSeptic Tank—Liquid capacity`2.� llons Length---------------- Width................ Diameter____-_-..__-___ Depth_,...__-___- x Disposal Trench—No_ ____________________ Width____________:_______ Total Length--------------------- Total leaching area_/_!.q-_____sq. ft. Seepage Pit No--------------------- Diameter.........._......... Depth belo inlet.................... Total le ching area_--__..____-______sq. it. a - z Other Distribution box ( ) Dosing tank ( ) � �C Ai �7Y /0e%1f—L - aPercolation Test Results Performed by------- --------------.................................................... Date------------------------------b'--...... Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water-_--1d-__-_:_____--. riq Test Pit No. 2................minutes per inch Depth of Test Pit_-________,_________ Depth to ground water__-_________-____.____-- j �_.. a----------•�•• -•- ---------•- -•-•-•-•----•-----••--_- Description of So•l--- � = -- �� ` ---- - �7' - �� 0 U ............. _• Z ----------------------- ------------------------------- ----------------------------------- ------------------------------------------------------------------------------------------------ U , Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ __---•-•-----------------------------------------•------------••----•-------------••------------•-----------------------------------•-•-----•--------------------------•------------------------------- ' . Agreement: . The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article LI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of ComkiAn issued b o f he -• - -_-•--- - teA lication A roved B �PP PP y--....--• ----- !°`�" "� -- Date Application Disapproved for the following reasons:-_....-•-------•---•--...-----•-- ---••---•-----••--•- .................................-........................................................................... •-----•-•----•--•----------------------••---------------•---- •--------------•---- �' _ Date Permit No. = � -b--- •- Issued � Pete - - - �- --- --- _�--------- -- --- ---�'-�� _:3---------------------- No.....42__Q:!_'..... FI?s. J ...- f�• THE COMMONWEALTH OF MASSACHUSETTS BOARD F;:H A`LT - OF.... V Appliration -for Ui,ipmal Marks Tonstrurtion Vrrmft Application is'hereby made for a Permit to Construct (/W or Repair ( ) an, Individual Sewage Disposal System at*' - �o •.Addre or Lot No. f --.... ..--._. ........ wne W � y p � Address ,� ''.. -•_ '' = 'C�= ,- -- ---------------------•------____-____-_---- -------------------- p I r Address U YP Size Lot_._2.. � Type of Builditn� __�__!__Sq. feet Dwelling I�No. of Bedrooms______________ ----------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of Persons----------- Showers ( ) — Cafeteria ( ) dOther fixtures --------------------------------------------------------------------------------------------••----•-••--•-••---•-•••----------------•-•------------- W Design .Flow.............................................gallons per person per day. Total daily flow............ .gallons. WSeptic T<<nk—Liquid capacity/1f allons Length---------------- Width---------------- Diameter---............. Depth__ ._-__-.----- R x Disposal Trench-No_ ____________________ Width___________.___..-._ Total Length..._._.__...____._._ Total leaching area}_.2._D. ._sq. ft. 3 Seepage Pit No--------------------- Diameter.................... Depth belo inlet..............______ Total le hj'iIg area,-p- _-.._.__-__sq. it. Z Other Distribution box ( ) Dosing tank Percolation Test Results Performed b Date___________________ __________ Y ---------------=------------------------------------------------- /------. Test Pit No. 1................minutes per inch Depth of Test Pit_.-__-_____________- Depth to g �round water...'__ - P P P .....--�- - w Test Pit No"..2---------------- per inch Depth of Test Pit._:______..________. Depth to ground water_-._.._--__--___-__--_- Description of S 1 ................ - -- -- K Q...-----•............. x 44 W eom UNature of Repairs or Alterations—Answer when applicable-----------------------------------------------------------------___----_..__._----._-___---_ ---- --------------------------------------- -----------------------------------------•----------------------- ------------------ i Agreement The undersigned agrees to install .the aforedescribed Individual Sewage Disposal System in accordance with the provisions-of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued b, o f h 4. y to Application Approved BY V-- D Application Disapproved for the following reasons.._._-.___.-•----------•-•-----•--•-•---••--••---•-•-••••... u ---•--•-•-•••--•-•-•-•----------•-•-------•-------------••-•----•-------••---------•..-.-------•---•----•.•-•--•----•--------.--•----•--•-----------------•-••--•--••--•-----`-------------------------- Date Permit No r Issu_ na-te THE COMMONWEALTH' OF MASSACHUSETTS BOARD OF HEALTH !� l. t...............OF........... :,..«"`................................ tUer ' irate of Tompliaurr. THI S TO CERTIFY, T ' the ivi al Sewage Disposal S_ tem constructed or Repaired ( . ) --- ------------------ at.� _ has been installed in accordance with the provisions of Article XI of The S to Sanitary CVARANTEE d as scribed in the application for Disposal Works Construction Permit No---_____,�__ __ ................ dated_...' !'_.._.________:___. TIDE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A G THAT THE SYSTEM WILL FUNCTION SATISFACTORY. i DATE.....A....................... =------------------------------------- Inspector--- ......A/........... ............................................. THE COMMONWEALTH OF MASSACHUSETTS - -� BOARD OF HEAL �..1 ...... FEE__ ..d............ Permissioiiereby granted = Y' �' °"` ?- 1 f_ :r . to Cons c o .- pair, an ndivi 1 Se me i ys ' '� • - •--- ....at NO a`� # - �s... .. Street as shown`on the application for Disposal Works Construction P it No. _ ated....�®x. _. �/f......... --- --••--- DATE--•-•( .- f Board of Health E, FORM 1255HOBBS & WARREN, INC.. PUBLISHERS �,,,, •fir°-"}',J { •` 5_1 G ti �'�u�• �P�A�p ��. \9 ON \\��/` �\� `ate\ •�i\�� �`� \ P -�' .�.. _ + y ` tk \ � -oboa 7U } ' i , l Edv EXISTING POOL {tp TO BE REPLACED . w 0 m A I Eco l zco F •� ,, '• •• • NEW BLUES E POOL DECK i '� N A x NEW R C. RAILING ALUM. RAME ` t Ix4 PAU LOPE DECK - SORE PANE19 NANTUCKET STYLE CAP eq 4x4 R C, POSTS, TYP. F r�•'•- GLUED t NAILED TO 1 P.T. 4x4 POST WRAPPED . - - wAx RED CEDAR I W m LLE r, w/2x4 BEVELED TOP t M DN. 9 _ W F. •' BOT. RAIL w/ZxZ BALUSTERS �G C 03 t15' O.C. SCREEN DOOR - j V j a NEW R. C. RAILING r I e t Ix4 PAU LOPE DECK .GLUNA ED#NAILEDET TOTYLE 7d S' Y P.T. RAPPED _ wn REP-CEDAR O t /`"��`� Ix4 PAU LOPE DECKING Z W ia^ tw i ..•: "-@ EL Eww/ZxZ BALUSTERS G t 1 I N GJ / SCREEN PORCH w/Zx4 B / HOT. RAIL � t I 05, C.C. — _ - k 9 xl0 I EXISTING, ( N. R - I — tf I BREAKFAST I + o © ® / L----------.-J% mll UP 1 ' ------ - r -' DECK ——————— ————— U ;•+• -�^ C -WOOD SHELF i 7 VZ' i i 1/2' i i ON. 5 1/2' Ex. NEW 5/4' OAK TREADS MATCH FINISH TO IXISTING i I I ------------- TOP Of TEAK WAINSCOT S I I I �, I I I I I I LIVING RM I I I �❑ I C i • • • I I I NEW Z' CONC. TOPPING .'•i.`: : - STUDY/DEN OVER EXISTING SLAB I - + I EXISTING GARAGE I+ I Z E—+ v� O XITCWNEW S I/Z' CONC. O „. M. BEDROOM * I I I I I i / -— FILLED LALY COL. Ri .a _ J I I I I I ( Q �� -—-—-—---- w/STL. TtB PLATES i E•� W ':4 NEW W12xZ6 STEEL SM. WELDED d A y L---------J L---------� `•-------- -' ®® EACH END OF SM. !, � ZC4 Z REMOVE EX. CLG. AS • ! Q � � Q REQUIRED BY NEW WORK. W U - ..r N D . 5 1/Z' REP i I t , I PROVIDE NEW 5/8' TYPE 'X' 'Q'i U cD Ls•I —— I j i j BLUE BD,w/ VENEER •" '�' ——— ——— I I I ,PLASTER: i•,`' NEW Z- 907E i I I�. DOORS SEE i I W J •' FOYER' PINING RM. , ARCH. FOR SPE t 1> M. sATH — E 1 ri. C!I:m T 'Br~. EX. W • :• TOR MAIN •+. •3' '.O 'O•' .. !DATE 12/12/00 ON N (REVISIONS 01/23/0f F Mic Wealth Division 02/08/01 ,. Town of Barnstable PQ.Box 634 (DRAWN BY ,� "15 • • , • , , - h ttS ��(i�J q DI AVANG INo. I 'H Y.anriis, Massac us6 t e.• j; -,1NDICATES,NEW.WAL.L CQNSTRUCTION _ •. ax 508 775344 i is Pti 5 08� =� 9 0 265 C f'I:R N'S�=�•FL R'�'.PLA �I 0 NEW R. C. RAILING U] w I 4 Ix4 PAV LOPE DECK '{ Q' NANTUCKET STYLE CAP A B I U o o GLUED 4 NAILED TO A7 A7in P.T. 44 POST WRAPPED w/Ix RED CEDAR [� E• m„� I rAl;.IJII\5TABLE SHELVES w/2x4 BEVELED TOP t - ! z BOT. RAIL w/2x2 BALUSTERS I h+� 05, O.C. U STEREO COMPONENTS 1 - o I A 42'HIGH RAILING j Z N i - - TV1/'2•S cc IELD VERI 1-4N-4 era a ROOF DECK co El El- I]- z co - I BUILT—IN TV CABINET scALEd/2••1'-0• © 4 i W F DO 1.. r•. •, - RAILING 5 I l®I, I I'0I i • �-{^, I M M Oq I I I I PLEATED SHADES � • H '�J I NEW S/B' �_ I _I �® IN SKYLIGHTS I 1 GYP I T GAME/RECREATION ROOM . BATH NEW I llUtl�JJJUUU (PICIKLED OAK TO BEDROOM L +WA C U EQUIP Z ' � • r AEDROOM P 1 W•I A i •' I � OPEN ABOVE FOR L• ----*--' ------- ACCESS TO !1 0 I ►-� BEDROOM ATTIC I 9 W W Z { - SITTING RM. I i I 4AI-5 • I I c 2 3 WETBARCOUN • ® • V , .�'� • S 5 ER f OPEN TBELOW E�"I tx Q 4' 10 _ _ ,O O {a.. EX. WDW SH t ROD W-0" KNEE WALL . •xa s' VANITY •NEWI I d A a I :.: •'•`y,• OT SU ATE .:, .,. -------- ------ --- I BATH: ———————— —— ALL EWALLSL 9 R D BATH i I I •1 I Z EW. Z qq ��• TO ssssREMAI � ` � ,1 L ss ` —————— O (CER. TILE) I I ;W di -•. C/� O '� U pC) .I .i _ A 12' SHELF I 1� U) i 36' HIGH tG1 T1 rE GABLE 1 i E INDICATES NEWCONSTRUCTION I D N WALL '••;. - ;,;: �r�•-''.•:'='�: :i'L.• COND FLOG AN Sr -O' REVISIONS Or/Is/0! .! E R P L o:roe/oI DRAWN BY ty9 —J i,'' {" •1 DRAWING No. =s A4 i ;.1 r 1 I� t \\ I 1 j PATA1a88AAN j �Iae s \\` I ,s e• as„• TI. . ..3?..0' � N •�\ .I .......... ... ... ... .. ... ... ..... ...... ......................... ..... .._..... ..... ......... -_-__ _-.. __._.._. ... --___..........- ...._... ... ...... .......... ......... ... �Iw wrPlq\a,:h et co m'. I \ z r = THE . — '--' McCAFFERT Y - 0 RESIDENCE ........... ................................................................_... ........................... ... .. ..... ........ \ j �� __._� .:... ..... ........ ....... ..._.... t— _ 1 40 WINDRUS11 LANE �., 4 -.: ...,..-.... OSTERVILLE,MA i jGeneral Notes: jI i i an,no 'c .� UNFINISHED - b I _ m,toR[vRoc[[mNc 'I-4�' �-. , BLOWOUT PANELBLOW OUT PANEL ..._._....._ ._.._- 4 t.. Ii�� WN11 uo0.R'cnl IONS ' GI N6Rnl.CI,MAnCI»R♦Ilni.[RI.0.LroN5 1 OW .. +. _ m[I,PDR„I,fDORa1Nn„DNOPDIM[N= bI .\ -. —MECH.ACCESS r .NT j .I oRo=1 .'.�anN�a�w CRAWL 5FACE RMD A[oPNNA[RD " UNFIN15HED �v[p�R[I.IFxrs wRTNR waRl:on Is so ronNDR1 n[[.DRAur j r Drawing Copyright: - -- b, uP . ._......— _...—...._.____. VENT _______— \ �.. _ I c11—TUCANovn,AlC1.nNF 111A. \a i Wes°@GRADE /, Proposed j -LD—-NND- I, Basement Floor I SEE PION.AND ' SECTIONS /uuuci\ ;�.?ey� � \� I Plan t 3 J v I 1 kiLJ. 71 \ —, i .._..._.—_.._—._.... • ---------HAUNCH OPEN NG j FOR DOORS,—CAL I � , I I i l I LSI l i I I — AT1. ' I \ I Aug.27,2018 \ I I!s—DArM .. I ❑BIDDING: l ❑�......._...._, :: O�OSTRUCTION: N a . v .................. OD . . \ - � . ISIONS: \�\ j ❑Date: ❑Oatc: \ - " —;0 0 a,c: .\ ql j'. !� ARCnIrfCNRnI BTAMP \ 11 Proposed Basement Plan Scale: 1/4"=1,-0.,\ r-a• n=Q —._....-- X za=i .\ - - .y.._..._.........._., ..._...._......................_......_....._......_............................._..........................._........_. se•.rc A-1.0 z 5 \•''• I _____ _- ._.+s 6......... .. ._ .......-_.-_. ......... .......... °3.n" _..... .___ ........ ... ........ s"-_- ._...._- ......... .. ...... ...z°m .............. Naiksh eagcsa Bp] TAB TP I THE ,\,\ i _....................................... ................... �.-._.._..__......_.........._,........._..............................I_._......._._..�...,�.P .........................,� McCAFFERTY RESIDENCE _ �. ❑ ❑ ❑ ❑ ❑ °' ri i ! 40 WINDRUSII LANE �. (, OSTERVILLE,MA Laois oawN—�> scReery I a j General Notes m na DECK I wooD I �+ T 9' i 9 TB 0• 0 11' _ q BAR it .... .... ... Z a TAVERN ROO I_ i wooD ...I I J ... .l ., z ..;. .. i, 't wnoD , I ( � I b iBREAKFAST �`z woD1 EPIi 12'-p ONS BCPORLPROCLPDING r B'-0• 8'�°' --- W I ✓✓ n�q ocnnYnLL CxIsnNC CONDIT gg --_ - — _ ro J ! V J § �' xEp MAST �• .. t t i I i t ;' LIVINGIROOM t I e a- 1 BEDROOM _ - II II ; ~ j N �j I ^' 16 L vNrnnctvR llN�v801t L 5'O'%-tST V, r Y I4•-Y h �! r _ NL- 8' B PANTR � Lm-7"Y� ti MASTER STUDY �4 .f N R xCOp ulv 5 6i%8'-T m r _--- _ ..r�...:��.> - � I Pnss aAl 111.1 § ..... ! q. _ .. �LL $ ... __.3EAI- a I I 4 r m ,^ 5 KITCHEN I � LNr ,INnILYDRnRn. " ! ! a b5 I I I, , . _ svo..Ec ! �.�tl', �b aB• - I, v S" bI s} N �I _ 'D'-Rl- ............... „m \� 1 i . "•R" 4: _ _ m wwrol o r a1xY° ! J y wing CopynhC MA5TE4 BATH - - -- L_-\ 8 o o. 5r 9 rxe I• STAIR s.. l- p B'- t FOYE § b m PANTRY :} _...._ r ooD pl���I: nnstr w oActi�:Cr 20 5 X 4: !� 13'-I•%B'-°• - ..... a� ... ._._—__ _ _ - ___ - ___.._..._.._...._ _-- ��pptt -\ PORCH B cx ELLCn EAT C%As�xRNNn. ! PR - �' DR -•-r I 41 - §! M.R. Np b o c ^ G I n { wnnTEUPERURssIDVD Proposed 53 First Floor Plan ]T 5� T-Y i'.9' S'-Y i , • ., jI f I j •. �•„ � � PR �lsT srzr - � UN � //—� Dv I/ O O K M-, o Y r R... ! 3-CAR GAR GE j I I , m i I 1 i ii 1 2-CAR BAY5 - `\ 25'-0 x r5' TOT 0a ' y Aug.27,201 a 0BtEDnrES 3 ! pBIpDING: f ..- ...:.. ❑DorvsrwcnoN: '\ RF.D tS: S: § ; §ii � ❑Dart: I I I ODate. • \ I-CAR BAY nRCnIrECNRnL STa.IP alII I § a! li i ,� ■ Proposed First Floor Plan Scale: 1/4"=1'_Or .................... ............... A-1 . 1 I :+88AMIT a>F -_...... ............. ...... ..... ......................... -� y....... ... .- _ .... .. .. .......... .......... .................. ,....... ._-....................................t ......... - _...._ ...... ... .......... ......... .......................... .. www p`r 1 l2h t z„1, s, ........ . THE \ i Hil WH WCAFFERTY `) RESIDENCE i 40 W INDRUSH LANE OSTERVILLE,MA .._ _1rg_ .......... ........_-_ .. .. ......... - �� General Notes I DECK J„ t�E outs I wnoo I � § I or ntxR.LWwCLwTHftK lntl M nlmet[naLEtocn4 11 Y-P °'.P ..— Y.9• J 2 <- 2'-1-: 13'-0• 6ddx 13-2 3'-P 5'3' b E{>!• =E, LLL[rnt[n IT B.UMatxc[_ Ali .—........ _._...........__.....�..—...._.___....._. _..._.. _—.�____A._._....._........_..._.'._._____-. __._•__—. ........._..:__�___...__...-........._....._ _...... ........._......_..—.___...... o' 6 r : ..._ ......... ° - § N: I. I -- __ - b; � � 5��� � y �yyy -- - / � 21 dx3T9 ONS aEroaE t•aochLNNc SS , .. n I _ r� bl BALCONY '� N ..... ....._ I '. :' - ! �-�- ^— .3�/ _ _��•_ _.. • °E�No���°ro sn�LoNt�a�c�n.� ... _L ,fit .__ __._'`..�. -0 i 2 BEDROOM BEDR% M#4 BED6wM fi I--Ice — T. nL a; z.o•x to a _-91 B NTH Lco mtn atM °mre 'w 26'% 2- n BA TH# enl —._— —_ I § • I I - BEDROOM#2/ �i I _— Q - �I� � a }O ~I �wrostreMtt'rnwv,)Nnt.nt° , I5'-o, 6 .......... ,00 �I ---_I •. ___--..... ...J. I eNr Noatew a oanum M DN(2 M UA HALL UPPER ALERY GALLEKY fS°MtPn O AJ2� 6, ing Copyright _ U ... I. n��J I ..... -_.�_ BATH#2 � 130'%61d -- iltt ._. I J. b 41 ...... _ .... L i:. I cvtiE R��Ntt a° 11 nT xtLx nN Sna- _........... _...... A�RYG :: Proposed --- 'Y` _ Second Floor x n n Plan /13 li • �� �� 5TOJ t,L- 0 ' I 13- :- _...-...... 4 . • - 3P aet. se. .,a' '. B'-)- �, C'.5• I I .MORNING • "" 1 , - BAR I 'ALT,BEDROOM N7 - ..) g: -, - -� —.;. - I LIVING ROOM POR Aa I-B.R.5UITE 0 °� wJOD BATH/6 n �' ..........._ ....... _ _ 9:t - 018 --- ---- e Aug.27,2 xneetr I M ---- sut 155u... E D G. c Y'ff BIDD N❑PERM T' • - \ ❑CON5TRUCTON. I I aEV 5 ON5 •� §� i ..I � I I ❑Date: • ! vl �I I i I � ❑Date: ARCHITECTURAL 5—i I I \ §'' ..E] �.� Imo. Pronos�d Second 'Floor Plan k Scale: 1/4x=1'_0"\ A-1 .2 t — � PATRICIK_`AHEARN"� The McCAFFERTY RESIDENCE 40 WINDRUSH LANE OSTERVILLE, MA. THE McCAFFERTY RESIDENCE 40 WINDRUSH LANE OSTERVILLE,MA Gen—I Notes: arpuwm�r~isV°s�mn°r'� ccrmewwnncroas P,�aeQ1rzesroro. . cvmum"nnaoa°ONsxu�xurwrw ' - e TO�'mro-reur°�'m°N`u+r rw'narnvx j Permit Set �� a o � September 9, 2018 p/� PATRICK AHEARN FAIA, ARCHITECTR D RAW I N G INDEX TAG TYPE SCHEDULE PATRICK AH EARN ARCHITECT LLC 160 Commonwealth Avenue REVISION NO. SHEET DATE TITLE DOOR TYPE Boston,Massachusetts 02116 NO. 617.266.1710 C COVER,PROJECT INFORMATION WINDOW TYPE STRUCTURAL ENGINEER: INTERIOR ELEVATION ARTHUR CHOO ASSOCIATES, INC. Dmwiug Copyright G1.0 I I SITE PLAN DIRECTION One Billings Road w r DRAWING �i Quincy,MA 02171 - NUMBER r�" - vm c[riciem P:617.328.3320 P� ARCHITECTURAL NUMBER F:617.786.7715 U SP-1.0 ILLUSTRATIVE SITE PLAN GENERAL CONTRACTOR: EXTERIOR ELEVATION BAYSIDE BUILDING CO. - A-1.0 PROPOSED BASEMENT PLAN COVER j A-1.1 PROPOSED FIRST FLOOR PLAN NUMBER DIRECTION 1645 Falmouth Road SHEET A-1.2 PROPOSED SECOND FLOOR PLAN Centerville,MA 02632 A-1.3 PROPOSED ROOF PLAN s EET P:508.771.1040 NUMBER - .. SECTION > DRAWING DIRECTION ' NUMBER A-3.0 PROPOSED EXTERIOR ELEVATION NUMB A-3.1 PROPOSED EXTERIOR ELEVATION NUMBER A-3.2 PROPOSED EXTERIOR ELEVATION A-4.0 PROPOSED BUILDING SECTIONS A-4.1 PROPOSED BUILDING SECTIONS REVISION CLOUD A-42 PROPOSED BUILDING SECTIONS A-4.3 PROPOSED BUILDING SECTIONS ( _ A-4.4 PROPOSED BUILDING SECTIONS ISSUE NO. - - Sept.9,2018 ,Y, - 45ue wi6 09gra8 ❑wow"c: A-6.0 PROPOSED WINDOW SCHEDULE •rrm os�aie A-6.1 PROPOSED DOOR SCHEDULE ❑wnslw:cno", © zcvwo"s: ❑—❑ V ox< f racnnecruwu srnrnv C \ i - PATRIL'E: AHEARN,� G \ Ira• esnr u•.>3• 21-0• N j \ TH E ____ i McCAFFERTY \ --- , RESIDENCE BLOW PANe1-.. ao wsmRusx LANE i \ •j I OSTERVILLE,MA \ I -� i Gene,Bl Na[es: UNFINI5HED vuoveavamw I �`` sue ox GRaM � I .vrnwcu.vwry vaa fn uvnwa H Mxs,�D�,,.Bxs a�.NDD�eaD § 1250.Ff. .— ' _" BLOW OUt PPNPL BIDW OU,PPNET _' - _ _ . ..—_— cDhxnLonnxncmzvut[ee RvoxA Y • �_�- ______— —_—_—_—_—._---- _---_ _--_ _—.-- � vLFVmv.®ll9 amwtEN D'Ifm�RVAK - ..... -. Oi PEGV@m TRAD65/6DHCDM11AC10R4 . fAnDDmt6� MCCN.ACQ55 _ a i I '' I § ARTHIS0.l�N0�PeDPERntlfAWTIDN r _ I UNFlNISIIEO � m�rn.n�wcxnuFv��m evm�oP - - I CRAWL 5PACE uw_ ,Gun» mronromefmru.mPv+u.em . .. I , cnvcrert Da r..ono 'mwaucvuvcrvaax vw I P9312S 90IT - ' DmwingCpppight � ,sue• I �M��� I :DP i iIDR dam. - I �BN. j -- i rrururo>w„Da.IoaaN..,.� Proposed i �1�­G Basement Floor �r < BCcnDN9 j Plan IN q ---, ,1•a• I 1Y-0' 11'-0' iBaj• i I I ' I I I • I - I 9 WWNQI OPENIHC 4 - POR DDOP9,TflCIJ. ::' I 'Fi I I ,1 ; uxarwvacD '�` I BIPB DN GRIM I Sept.9,2018 ' �. I Issue Dn s oBmsiie :� i ❑&DpNG: ■PPPJRR: 09N611 B - \ • •�, ❑CONSLRUGTION: I `\ RN 91DfLB: ❑Daft: j O Dam: ❑Dam: j ❑Dam: \ I .\ 4 I § MQII1BCfURAL STNMP FOPropo4gd Basement Plan Scale: 1/4"=1'-0'\ a j zaa- t \ \ j PATRLQ`.,K-..SHE, i N - \ I I \ I .�• �� T� 3s �� THE \\ I o McCAFFERTY j ,,.� $ RESIDENCE j o I � \ • — ❑ O �� s'° ao wsmRusx L ANE -\ i I ji T3�.�-�-\ T-9' �`1 1'-0' r+_J• _§ �-�1-3_-0-_ 'wIv w mO�STaOnm�aEl e.0 ceRoo�xmV,av�aIweLRn•L�%vooEa�Ws,s li v M„.a,P�n,lvsA General Notes: l DECK AVERNROO 93-Sx 14'-6' 23-0•7I5-3' 2-0 BRE�ASf mfeso I Ell sIxom�w�¢i a. e $ O I e< -- - s<• s<i• _ - �, 00'---------- ELmaesnasPaa®wo O - QQ owRaxrsrmomrvvmm+ j MASTE BEDO M i 's LIVIN_GiROOM_ {a: I _ -z'9 °iaewi�O'�ie,m�Ye aetimaen N I soX Is 5� 3 ss a'_z• `�1 B nANTR $ ® WILY Roc � ovwwm�aoaw w am m z MISTER TUDY ti a �8 scxd-T - -- - __- - uroennlPss sl'°w�xo"sPPa Y19•-0'%IT$ II I - ._ 5.�. .Z 4 $ N66S9WS,R� ctNM�anCt0R¢a rM y i U�R�IMOa gss.wmmmmv,a PYw�Vim: $ � I I, 1 oz'IDwaa°R1ieoarosoaeamu ovvw.a am j n a., rio� s-T ,a•Ir 4`a7' z•�' KITCt1 -a EN $ a taw lt�amu,.,.Xoanwrt - d.. RY $ zo-Zo C "s 0 j i O I $i —_-- I,8 �� � O - I- ���-',b• Q �g5I � RMGC dd � $ � I T d 1 Ycxv[ . i ?I r- W ReF/FR2 E y •e LhauSngNm.Copyright . W.I.C. MASTEu BATH _ - x ❑ I `P\ ,,,�.,�da,,,wer I �� ® i9'-T' B'_I I' S O�w`Re STA �L'J � ram' 11'd' - §I Po a� ouwwesPweaaxaP� 2 _-la_i•xB•o - - POPE PAMRY 0" .On 205'% Y j� 13'_I'XB'4' m I d-B 6-0'r ml Mdvl 34 n ,ry; al aaln iii n d % g PORCN aasEr' �' 711! � - $ •" i d .�wa�m ue.wewtala�wwu,.w I o �• I Proposed First Floor Plan O j 4 r-3 - •.•':'j I .. I n•-0• . tr-0• m•�1' ss zo'b• I �O I i I 1 JC ° p •O 1 zsQ �au 9 Sept.9,2018 \ 6 I $ Issue ones osros�l e \ � i �' ❑eloowh: �Pa,mrt: osroalB \ o rvustwcnou: . _ Ixevlslous: i ❑wry: \ $ ❑mm: i o mom: \\' • $ 21 g-P •. $ PRLXRFCNRAL STPMP Y+ 4 Pro os� d First Floor Plan �dFU, Scale: 114"=1: r-0• n o• a-0• i tpg�_TRIOK `P.HEARN�; \ I r' i t k h j THE I© •\,\ j McCAFFERTY RESIDENCE I 40 WIDIDRUSH LANE OSTERVII,LE,MA . I -� \ ,1•-0' s-0• as a"wuvl`�a1°�s nw'°'`.vn i _ Genemic Notes: a - -� DECK nmae°,faly-�,t5°rrla-sa°Ic'' 28 1S-0" Sd' 2.1' 13'-0' fY-0' Sd' iVA• C eE,j' G Sd' ` Sd• Sd' I -�� ® © � °pt]u°N11]aAR00.SrouxotrtuV _ id3 QB 3 - _ O © GAME ROOM 4d— - oe An °1°Croxs. E-V' Td S1' '-1 128 �- TI¢PLwa BEDROOM#3 a Ly ATF1#4 BEDRROOM#4 BEDROOM#5 1` 12'-G•%12'-0• _ �°Pvt..OUta°fmae. 12'-IPX 13'O B M nIL L Q I °°xtaAcmalnuo-nurn °�- I §b 4' i �. f PPMB°[o�a5PE24vD.T®°F.�•vtu.mN- BATS# a . 1'A' b O imc9At1B 5,IamNlan°mvs BED EOM#2 �QV�m+ nlFOa'r` oac"�`oc � ai I -rj B. #2 b e00/.9 b 1'-t o' 10A' 1o'A• 1 1P- j4h HALL _ ® s j , WOOD e•_11• UPPE ALLERY 4 ® r-r O 4'-1• GALLERY O o°B w jr-s• Ira z � - - ��_ ✓lar/1a ll.� Copyright a B N 1 Aaavrvcrfu BATH#2 — — -- 19'-O'%6-IP _ ___ nP - X Y x �O N !UftttntmTx°www� 2 � naoure°r ueum L § rr i^ a i uc.wovnTa,ocwtuwaN,AfA 4 64 z-T 3-2 2'T �e G -, RYA I o Proposed ! j M@ YUNE Second Floor Plan H I^ 5TOJ MECH. y I I I- $ 2 v0° r, MORNING r; I I BAR IT.--o.n ! I - i— § LIVING ROOM FOR I § �I ZJ I I -Bµ�SURE T 1 I Op ro Irsj e'-r 1 z-1' f , �•" S 5 1 W b I I b Sept.9,2018 ISSUE OATFS 09x)fJIB 10' ❑RIGGING: ' O CONSiRVLTON: RNIBIONS: BEDROOM#G q ❑Gale: 1 s•o x�ao• DGate: ❑p— ate: Propos\�d Second Floor Plan Scale: 114e=1'-&\ A-1 .2 P-ATRI2,B AHEARN THE McCAFFERTY RESIDENCE - SHEET �OFi 40 WINDRUSH LANE r OSTERVILLE,MA I General Notes: a _ Z s wF�hh_ W �"'�� � �3'3�e 3-ie=��o�6p °€ 'z�o x � co`a•ixc�r °oeg�ouca,s w � = �£g_Y�1g a's�$� e g ,t�5-€' 3 4 o v�°`mn.xfi0exrmeaww`ict eo ep1 Jill -��C o '° au �Ra=- o gg Z^ - �x 1;a o`a ES B Asa Baxs axyy 111 °6 vE za°a.rt.�w,z.aoaa,w,.,.reeEroxs. S ` °�a u _° oaF.2ummianneswrnosuseoHrnnerou _.'/✓o-n �:, .. .._. Q n - - v $�- U`= C� @ 0 ;3 N-• 'S m E�^ uyau®mrrs eerwm,xrmwaax EY U" �q `a° a° a° �,o, o=_ a _ r=R U W - ag=E a o & a3 z oS �mMa a o ti m• ma m� o..re,,,moe.sse,.v3�roro°e W - as W. o a 4-6? a _ u• ¢ cc �`-. (20 m Gb OSCi� av�i4 0120,= n = '�Y -W - O y Bc 3'E�� RPA.crosssn°v°Pww�f®l 8N°�nxrtFla �a LL.I-E'�`a aoa O a l=xd h ao z° mom SS sB vs _ sU - O °° 5> z _ xoancroaA.4 so-m. a J C 2 € g U Llj 2 :n - i swe�ns.wµo�sue®vin°Rcmx�.a¢ N � o ° �. aSay y c �`Q�`oan8aooe W sa at U = FE E gR� a oucatirwwx °a <a m k a� cc U tea¢ -ym' Dmwi o a _ n t g c � Adv`-rn • r'°�$a3` Eba 2 °^:a 5 3 5e >� i:n:g No ..eenreeaoee woe. .. °npa8°g Y We:. $YS e 8 e6gic W S oo .evvuu.uo°ream LLI W cc SITE PLAN O o / e Dr inEasement n __—=---, '---_ C c CL 20' d Z \ ° •� _� .. I _sera°a_ F 1 _ _._. `t!3` tip � �� Z� �� —— t I _ y LU I Lu 4 o gAs °psr W (13 h rt-- - - __`__ _^ ___ _, __ 5 _ ,ewe 8 � .m 1- o ... °c as ,, RS ° Sept 9 2018 ° Cs"cc o.° rz a°r.w.vrx • I ', °o,°a.afN ..... y J m ❑BI�NGFS 09Nr�10 N W Y ■veeaart: C9N6,iB '.\ 'E =•O tl cc CC) ❑COLSTRUG m �5 na o: E a c`+. �¢ RLVLSICnG b 53g1 Owre: fiPit' i . d�+ c - `o ff 41 ❑wa: W N ❑wm: E- '- nzcn�cn,wu srunr W? EL R1 v m rn vcx C 1 .0 __ -- -- --- -............. - ----- ---- ---.-- - -_ - - - __ - - - -_ - 1 DIRECTIONS: From Hyannis -Take Route 28 into Osterville. At the lights by White Hen Pantry, take a left onto ASSESSORS REF.: " ram Osterville West Barnstable Road and follow to the Map 093 Parcel 070 end, Take a left onto Main Street; Take a right ' " onto Parker Road; At the stop sign take a right €� & x onto West Bay Road, Bear left onto Bride Street, and continue over, Bridge; Take a right onto ZONE: y� 7 •"�Windrush Lane; Site is on the right, #40 *ram m I I 4 I Area (min.) 43,560 SF • .o o Frontage (min) 20' e� o Width (min) 125' • °*. .: ` `ssr� I I Setbacks: r� o Front 30, W Salt Marsh N I Side 15 Rear 15 Salt Marsh _.� OVERLAY DISTRICT: k AP Aquifer Protection District ` Location Map: II 1.=2,000±' I I I I MITIGATION CALCS. I I BVW-4 EXISTING 0-50' Buffer FLOOD ZONE: -__-............___________.... ... I L Pool & Patio 507sf 2=1" eve"-5 A Elev. 12' 50-100' Buffer Community Panel No. BVW_6 Pool & Patio 1318sf #250001 0554 J & !f" I Deck 548sf #250001 0757 J 1 ' a House 1554sf July 16 2014 -" I evw-10 i Grave A t .i,.. . 3086 f _ r' h I Total 3728sf Existing Garden & Path Area to be Planted with Beach Plum, Northern evw-12 II I evw-s PROPOSED i a Bayberry, inkberry, and I - - 2-T Bordering Vegetated Wetlands , �, / 0-50 Buffer I fla flogged b ENSR �/ 99 Y / I Sweet Fern Typ. / I BVw-2 Pool & Patio 464sf / BVW-13 I BVW-8 BVW-9 •,- ..",-- _-..�--,r�- I iBVW-7 �c�v,/ BVW-1 50=100' Buffer 3 .._AI Pool & Patio 1978sf House 820sf BVW-14 Deck 779sf x x X°r` n x - '` _ -- - _ I 1 Total 3577 x x x •--- .5 -...I �5_ _ I, -x.x Aattyx x Xsx_-x .x X x x x I x x Total P-ck �... limber a _ f. , , , pl to o a Existing Pool Equipment 0-50' Buffer Planted Arep ICn Equ. r 9 i � to be Relocated 43sf Reduction or Limit V) " Existing Fence to be 50' __-6­' .,I - cS©; " Proposed 16,x38-Pool 50.7' ~^ Iv 5o'•- . 50-100' Buffer replaced by Pool Fence I to be O,zone'or approved - Lawn 7_7.3 Ii1° -- }i 151 sf R educt ion Dsinfection system No Mitigation Required 8"1 t - \ 770sf of Mitigation planting 6 0 } offered in existing path and Lot _ - , I Lot Area 1.04 Acl'es ing I garden seaward of fence. r I Per Record PYan Lawn I x 1 - Proposed Pool drowdown pit and _..__. .. _,-.. _.. .. - _.... ...,., roof runoff catch basin i I ! Proposed I I C) i ,'` Patio 100' /I Im i I Z 100'" IQ o q. gR - �. I / tt 1 '" #40 I ; 7.•4' Deck "" 2 Sty W1f I I o Proposed Outdoor Rinse DESIGNDATA Station,Lawn i 100, Dwelling Single Family�� Grill & Cooking Area 7Bedroom Q 110 GPD Buffer 77 '� I No Garbage Grinder Total Daily Flow=770 GPD a r, I i NO f Use a 2000 Gal Septic Tank nIf Desmond J. & Dorothy A. P.CO, OSed I °o n1f LEACHING AREA Heathwood Trustees ` - 4>'„P. r 1 Ln n r r Anthony & Hillary Vo sch oete i f _7_ 1`lU l s !,f 7 - , a o Trustees 770 GPD 10.74(LTAR)=1040.5 SF Required 00 1 - Sidewall=2 12.83'+59'2'=287.3 SF VonSchroeter Family Trust ( ) I t t.......... w _ ........................... i 3 - i C7 Bottom Area=02.83'x 59')=757.0 SF ....... Total Provided=1044.3 SF(772.8 GPD) N ,t. lf�? b Lawn }` Proposed LEACHING CHAMBER DESIGN •� I a ?�;<r u�sZ r � fTl • (n fl Pool Equiptment i Lawn i _ i All Pipes to be Schedule 40. Use _. y (n 6 500 Gal Leaching Chambers in CI Proposed r I 12.83'x 59'Double Washed I Stone Field as Shown. Gara I00 ❑ I^ r Pry 51 ab, El e v. I I cv 1 fl Septic Tan(c -f2.0' 1 ,w 1 1 1�s.2' I PERC TEST: 15,418 SEPTIC NOTES s I I PERFORMED BY.JOHN ODEA,PE-SULLIVAN ENGINEERING 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours &CONSULTING,INC. Prior to Any Excavation For This Project the Contractor Shall Make SOIL EVALUATOR NO.13586 the Required Notification to Dig Safe(1-888-344-7233)and contact WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE 10.2' \ I AUGUST 16,2018 Sullivan Engineering&Consulting Inc.(508-428-3344). Proposed SAS ` } �1 SITE PASSED 2.The Contractor is Required to Secure Appropriate Permits From Town (1; I Agencies For Construction Defined by This Plan. \ -1 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall \ TM_2 .. I TEST HOLE-1 EL.11.3 TEST HOLE-2 EL.it `•, I M ; Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to .......... FIhL...... ..... . Assure Watertightness.In General,Water Lines Shall be Constructed in DRIVEWAY/HARDPACK:: DRIEfEWAY/.EIARDPACK \\�, �.i � ,, I� I ,. IS"'.•. ............. .. 9.8 18" ...... .... .. ... .. : 9.8 Coordination With COMM Water,and Shall be in Accordance With 248 CAM 1.00-7.00&310 CAM 15.00. DARit GRAMHBROWN . BA604 of9"of Cover is Required for All Components. o. Proposed ..., Im 4 A Minimum w P 30, I, I 22 SAND.YLOAM . 9.5 22 SANDYLOAM..... 9.5 5.All Structures Buried Three Feet or More or Subject -p\\ Paved Drive Se v Bxx . OXR Sf6... ... . . .9wLAYFR.lOYR 5f6... . 5 -tbock I I to Vehicular Traffic to be H-20 Loading.It is the Engineer's � I'Eb�W1SFF.BROWN. . XiLOWE$F1$RbW1Y. " n Recommendation that H-20 Always be Used 34 LC3AM�'$e!I✓D' 8.5 34 LO #'.SAN)?. .. .. 8.5 Y �r =.3: s� 1 I PERC TEST C LAYER 2.5Y 6/6 6.Install Watertight Risers and Covers to Grade over Septic Tank Inlet and 25 GALLONS GONE IN 10 MIN. OLIVE YELLOW Outlet,Within 6"of Finished Grade Over D-Box,and One Leaching Chamt Lawn N PERC RATE<2 MIlV/QV(LTAR=0.74) 132" MEDIUM SAND 0.3 All covers are to be maximum 18"for concrete or 24"Cast Iron. } 42" C LAYER 2.5Y 6/6 Z8 D WATER ENCOUNTERED OLIVE YELLOW 7.Septic System to be Installed in Accordance With 310 CAM 15.00& 132" MEDIUM SAND 0.3 248 CAR 1.00-7.00 Latest Revision and the Town ofBamstable a I GROUNDWATER ENCOUNTERED Board of Health Regulations. Plan View BM LCB �� Elev. 11.36' 8.All Piping to be Sch.40 PVC. SCALE-1 =20 NAVB i~n i 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum ? �7 Sumpof6" 10.The Separation Distance Between the Septic Tank Inlets and I i Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 21" N �9?.16 i J l Below the Flow Line,and Shall be Equipped With a Gas Baffle. i Windrush Lane B sn Vent Finish Grade 59.0 3' Max. W`` I ors E 11ii I li(1 ifi ((} 9" Min Compacted Fill Filter Fabric 4' of Ston And/Or 2" 118" _ 112„ Pea Stone 12.8 F500 Gallon Chambers 3 H-20 314 - 1 112" Mann Hole LEACHING Double Washed CHAMBER Stone r4' - 10' �1 12' - 10" CROSS SECTION OF CHAMBER CROSS SECTION _ SCALE 1"= 10' NOT TO SCALE _ --- Char-Coal Filtered Proposed Vent F.F. El. 14.5' See Note 6 (typ.) 15' G. EL. 12.30 f F.G. EL. 12.00 F.G. EL. 11.3-12.0 t Min. 3.75 Complies Flow Equilizers 1, With Breakout EL. 10.70 As Required Installer To EL. 1 .30 2000 Gallon Confirm Prior Septic Tank EL. 10.05 Top EL. 10.0 To Any Work H-20 Required -2.75 H-20 (See Note 5) -Box, , EL 9.59 H-20 9 DO Leaching N or R4S To Be Installed On Chamber �\ stable c mpac ed use " Bot. EL. 7.00 t Bedding,"T"s, . ROR€',;LID ' Inspection Port, If Encountered Rerrlove & Replace 'v I L & Baffels All Unsuifoble SD:i9s IM1th�n 57�g as Per Title 5 The Outer Perimeter of The System Dfi�s/01dA 1 DEVELOPED PRGFILE OF SYSTEM FI n .3' Groundwater Encountered at NOT TO SCALE time of perc test and confirmed with monitoring well through moon tide. TITLE: lIncorporate Conservation Comments & Septic Notes 8-29-2018 TI TLE: PR EPA ED B Y.• PREPARED FOR: NO TES: Site Plan -- - • Engineering & 1) The topographic information was obtained by an IProposed Improvements w Kevin M. & Leslie McCafferty on the ground survey performed on between March At consultiligg Inc. 2 Trodden Path 2) 2018 • Lexington MA �2173 2) The datum used is NAVD 88 .based on RTK AA,, �/�� Bnech Marks �f'� V"1/"Ind rush LC�'r�e (508)428-3344 • P.O. Box 659 7 Parker Road, Osterville, MA 02655 seci@suilivanengin.com • www.suilivanengin.com 3) Property line information was obtained using all .j Barn s � �k le (Osterville) Mass. available information. Draft: CTR Field: WHK CTR JOD 10-SAS Detail 0 5 10 20 40 I 20-Plan View 0 10 20 40 80 DATE: SCALE: Review: CTR Comp./Review: CTR/JOD August 1, 2018 1 = 20 Project: 20061,Q10 Project: McCafferty i