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0161 BAY LANE - Health
- 63M. r �+ 161 Bay Lane Centerville A= 186 - 0.09 ------------- ;�. I f` i e No. 42101/3 ORA ESSELTE 10% 0 0 0 i COMMONWEALTH OF MASSACHUSETTS a EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF:ENVIRONMENTAL PROTECTION . i i I TITLE 5 OFFICIAL INSPECTION FORM- NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: . 161 Bay Lane Centerville Mai 02632 Owner's Name: Donald Lukens Owner's Address: 31V _ -. Da ~ to of Inspection: J re15 2012 »�•" Name of Inspector: (Please Print) Janes M.Ford "r Company Name: Jairmes M.Ford. Mailing Address: P.O.Box 49 Osterville MA 02655-0049 Telephone Number: (508) 862-9400 a; CERTIFICATION STATEMENT Y' .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 C i itionally Passes N e s Further Evaluation by the Local Approving Authority it Inspector's Signature: Date:. June 20, 2012 The system inspector shall sub i a copy oft is 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 or 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 Forin 6/15/2000 page I ,i Page 2 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 161 Bay Lane _ Centerville MA Owner: Donald Lukens Date of Inspection: June 15 2012 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 explain. for the following statements. If"not determined",please 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 i Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 161 Bay Lane Centerville MA Owner: Donald Lukens Date of Inspection: June 15 2012 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 DEP certified laboratory, for colifonn bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of.armnonia 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 i Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 161 Bay Lane Centerville MA Owner: Donald Lukens Date of Inspection: June 15, 2012 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 town overloaded 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 I 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 isl free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a.large system the system must serve a facility with a design floe 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 II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any Iarge 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 6 Page 5 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 161 Bay Lane Centerville,Mrs Owner: Donald Lukens Date of Inspection: June IS, 2012 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 nonnal 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(arid 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: 161 Bay Lane Centerville,MA Owner: _ Donald Lukens.. Date of Inspection: June 15, 2012 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents: 0 Does residence have a garbage grinder(yes or no): N/a Is laundry on a separate sewage system(yes,or no): N/a [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)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow.(based on 310 CMR 15.203): gpd Basis.of design flow(seats/persons/sq/ft 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: Unknown Was system pumped as part of the inspection(yes or 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 ofr no) (if yes,attach previous inspection records,if any) Imiovative/Alternative teclinology. Attach a copy of the current operation and maintenance contract(to.be obtained from system owner) Tight Tank. Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Date of installation 41112008 Per as-built card Were sewage odors detected when arriving at the site(yes or no):. No 6 Page 7 of I 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) . Property Address: 161 Bay Lane Centerville,MA Owner: Donald Lukens. Date of Inspection: June 1 S, 2012 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: 10" '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 kal.H-20 Sludge depth: 2„ Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" How were dimensions determined: Measuring stick Continents(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.). The tees were present. The liquid level was even ivith the outlet invert. There did not appear to be any signs of leakage. Steel cover was to.grade on the inlet: n 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 io bottom of outlet tee or,baffle: Date of last pumping: Coimrients(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): .7 Page 8 of.11 OFFICIAL INSPECTION FORM =NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 161 Bay Lane Centerville,MA Owner: Donald Lukens Date of Inspection: June 15, 2012 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) s Depth of liquid level above outlet invert: Eyes Conunents (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.): The D-Box ivas normal. 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: _ 161 Bay Lane Centerville,MA Owner: Donald Lukens Date of Inspection: June 15, 2012 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: - 3-500 Qal. chambers 13 x 33 5' Per as-built leaching galleries, number: leaching trenches, number, length: leaching fields, number, dimensions: 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.): 77tere did not appear to be any signs of failure'A camera ivas used for the inspection CESSPOOLS: None (ces spool ool must be pumped as pa rt of inspection) on)(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) s. Materials of construction: Dimensions: Depth of solids: Continents(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 r � Page 10 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 161 Bay Lane Centerville MA Owner: Donald Lukeizs Date of Inspection: June 15. 2012 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. A ; Sao q0 Yy G/ 0 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: 161 Bay Lane Centerville,MA Owner: Donald Lukens Date of Inspection: June 15, 2012 SITE EXAM y Slope Surface water Check cellar Shallow wells Estimated depth to ground water 12+1-, 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: Topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable tovouaphic and water contours maps the maps were showing aurorirnately 12 +j to ground ivater at this site. This report has been prepared only for the septic system and corrrponents described herein. This septic systenr has.been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the systenr will farnction properly in•the fitnu•e. There have.been no warranties or guarantees, either expressed, written or implied, relating to the septic systenr, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 07/27/20 i8 19.55 FAX 001/oo 1 Town of Barnstable ° Regulatory Services 1} GArwernsLS.1 r Thomas F. Geller. Director MAsa Public Health Division Thomas .McKean,Director 200 Main Street,Hyannis, MA 02601 01'fice: 508-862-4644 Fax: 508-790-637a Installer& Desizner Certification Form Date; 4/30/08 Designer: Shay Environm-�nral Services, Inc. Installer: _ Shoreline Cons*uction. Address: 185 Ashumet Road, Mmhoee Address: 87 Pond Street VIA 02649 _ Ost.erville, TVA On 12/23/07 Shoreline Construction was issued a permit to install a (date) (installer) septic system at 161 Bay Lane Centerville. MA based on a design drawn by (address) Shay Environmental Services. Inc. dated DEC. 5. 2007 (designer) — XX 1 certify that the septic system referenced above was installed substantially accord"n8 to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. i certify that the septic system referenced above Aa4, installed rvitll major changes (i e. greaser than 10' lateral relocation of the SAS Or any vertical relocation of fitly compollem of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow- N OF t4qv`��9 (lnstallcr's Sityna ecAR�.R�N Girt i x SHAY y ' ' V SHAI � No. VB1 l 0 esigner's Signs ure) (affix mp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE El -tt NOT BE .ISSUED UNTIL BOTH THIS FORM AND AS- BjJT.;T CARD ARE RECEIVED BY TIIE I3ARNSTABI lE I"<11BLIC HEALTH DI�'TSIO�i. THANK YOU. Q: 1-1edIh/Septic/(Designer CertiliuUion Form Town of Barnstable p�tHE rqh, Regulatory Services Barn �g do Thomas F. Geiler, Director A14U=dca v Public Health Division I I snxivsrnaLe, 9 MASS. Thomas McKean,Director 200�16gq. 0. 200 Main Street ED Mp'l Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 January 29, 2008 Ms. Joanne Murphy 404 Main Street Centerville, MA 02632 Re: 161 Bay Lane, Centerville, Massachusetts Dear Ms. Murphy: This letter is being written to state that the property listed as 161 Bay Lane, Centerville, MA and known as Assessor's Map 186, Parcel 009 is currently a 3 (three) bedroom home. This 3 bedroom home has a Title V septic system in place for a 4 bedroom system, per permit number 2007-169. Future plans for this home include an addition which will make it a four (4) bedroom. This shall require removing the existing 1000 gallon septic tank, which lies in the footprint of the proposed addition, and installing a new 1500 gallon H2O septic tank. The new tank is permitted under septic permit number 2007-586. The certificate of compliance for the four bedroom system was issued on April 27, 2007. Sincerely, ks Donna Z. Miorandi, - Health Inspector Town of Barnstable Cc: copy of 2007-169 Title V septic permit f otIME 1, Town of Barnstable N� 0� ,AR,„s,AB Regulatory Services. v� 16 9. �� Thomas F. Geiler, Director ATFD Mph A Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 DATE: NUMBER OF PAGES TO FOLLOW: CL TO: O � /' FROM:Q2KMAV�. PHONE: PHONE: (508)862-4644 FAX PHONE: _ 'jQ. ,.� FAX PHONE: (508)790-6304 cc: a �,.C';.�.. �m/u�..uzw,..,,,:az-4.✓��/ �_, t. nw_..}ay...wa:.... ,.zaL,. �'m�.X�:uaa:.m.L.. � .,.. ��.r...�..�.�u..a�i=a���..a....�Y.re'� NOTES/COMMENTS: c 0 d 0 Zen QAFax Form.doc . TOWN OF BARNSTABLE RotfaY LANE SEWAGE # (900 A V L .AGE Et,3 1 ASSESSOR'S MAP & LOT I 1B 'CX� INSTALLER'S NAME&PHONE NO. ��cge: V�5kw! Le MR.) SEPTIC TANK CAPACITY LEACHING FACILITY: (type) r Slr 2-1 (size) NO.OF BEDROOMS 3 �'� �� � f�' Sit%41 , BUILDER OR OWNER �-y- - PERMITDATE: 4 LJ © COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �+ Feet f Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) /A Feet Edge of Wetland and Leachin ility(If any wetlands e ' t within 300 feet of leachin ' Feet ci Furnished by OF }�Oe1� I� 1� iv ouT ZZ 20 _ .S 29- sq, �� 0 5 No. ee THE COMMONWEALTH O SSACHU. red in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplicotion for �Digozal �§pgtem Couotruction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. ,Lek ���� d� (HIV Owner's Name,Address,and Tel.N!�� Assessor's Map/Parcel Installer's Name,Address,and Tel.No, Designer's Name,Address and Tel.No. SNP, E►J%j, SQJCS� tic S 5- Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder (III A, Other Type of Building No.of Persons Showers( 1/�Cafeteria(I/S Other Fixtures (.. �.. g ( required) d Desi n flow rovided .9 gpd Design Flow min.re uired �!�d gp g p Plan Date Number of sheets 1 Revision Date —' Title Size of Septic Tank c7t'A—1}ezo Type of S.A.S. - -80 "'T Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the,Environmental 111e and not to place the system in operation until a Certificate of Compliance has been issued by this Board,of.AAlth. Signed Date Application Approved by hn ` S Date o Application Disapproved by: Date for the following reasons � Permit No.�,�' 7��� � Date Issued U _7 ��"- � THE COMMONWEALTH OF o. SSACHUSETTS%ed in computer: PUBLICHEALTH DIVISION - TOWN OF BARNSTABLE,"MASSACHUSETTS Yes (pplication for Mi.5pogal *p$tem Construction Permit r � Application for a Perrnit to Construct O Repair Upgrade O Abandon O ❑ Complete System Individual Components Location Addressor Lot No. Owner's Name,Address+and Tel.No., Assessor's Map/Parcel i U a0 l C � Installer's Name,Address,and Tel.No. ,_ .- Designer's Name,Address and Tel.No.,-` ?-VALv- a9L Type of Building: Dwelling � No.of Bedrooms Lot Size lO r sq.ft. Garbage Grinder (9A A?� Othe Type of Building No.of Persons � Showers( V� Cafeteria(1./) � Other-Fixtures (. Cas3a�tk �"�t^�Q-r, �~at{1 r Design Flow(min.required) �)?2 gpd Design flow provided 4 r9 171 gpd Plan Date r f 7 Number of sheets Revision Date Title 1 �Zi, x1C70(_\ Size of Septic Tank t r •C Type of S.A.S. S�..0 �(^�, � ;���\.CtS- 4r SAzy,,v Description of Soil Nature of Repairs or Alterations(Answer when applicable) A D\cc, , Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental C rde and not to place the system in operation until a Certificate of Compliance has been issued by this Board of 1 alth. Signed � �` Date Application Approved by �J/tn, �/ - k� S Date L11 9 r/ t Application Disapproved by: Date i for the following reasons 11� I Permit No. ')lrr, -7 - (� Date Issued l -r 0 -7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,th t the On-site Disposal System Constructed ( ) Repaired ( ��Upgraded ( ) Abandoned( )by /�G tr at /�/ /�Ac/ L//> has been constructed in accordance with the provisions o Title 5 and pp-for Disposal System Construction Permit No. _D 6 o `I- �� dated /� Installer oA ?I-jh6 Designer r r' i #bedrooms Approved design-fl``o��w gpd The issuance of this permit shall not be construed as a guarantee that the system wid,unc ;on as designed. Date Inspector —— No. )(1 o 7" 1 b 1 Fee 0 (JU `- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Digpogal ,pgteM Con5tructton Permit Permission is hereby granted to Construct ( ) Repair ( L/Upgrade ( ) Abandon ( ) System located at t and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty rt .. to comply with Title S and the following local provisions or special conditions. Provided: Constru7-2 tion 7st be completed within three years of the date of thin-p Date U � 7 Approved byi(- 1 � y t t - Town of Barnstable . Regulatory Services Thomas F. Geiler,Director MA Public Health Division Thomas McKean,Director , 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: �_ V4 b'} Designer: Shay Environmental Services, Inc. Installer: Address: P.O. Box 627 Address: Q S� East Falmouth, MA 02536 <XW'l C.h , to 0 On a P.0 was issued a permit to install a (date) (i ller) septic system at 1�O UJ, e based on a design drawn by ddress Shay Environmental Services, Inc. dated 4 (designer) VV 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. 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. �\N OF MgSSq �! o� CARMEN �GN (Installer's nature) o E. N SHAY No. 1181 ,p o �QISTIE n-AVQKA NI %\P� esigner's Signature) (Affix Desi p 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:Health/Septic/Designer Certification Form r° g5 220' 1'ieparatson of Yians land �ioecincanu„� u,., •. �-, r=, - r - ery on-site system shall be prepared as follows: o�,� .2 . The plans and specifications for ev (l) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a. JJ�dr� system designed co discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other"agent of the owner.may prepare'plans for the repair of a system.designed to �n C 1.G[� discharge not more than than•2,000 gallons per day pursuant to 310 CUR 15.203 provided ! Registered Sanitarian and approved by the.apprbvin they,are revicwdd by:a Massachusetts. a oriry; .(I). .Every:plan submitted for approval must be dated and bear the stamp and signature of - - vo1 h the designer, ���► . •(3) Every plan for a new system or plan for the upgrade or expansion of an existirig'system which requires a variance to a property line setback distance,`must.-also reference--a plan pV 3 which bears the stamp and signature of a Massach`asetu: Licensed Land Surveyor in :/;( F_vtry ce with M:d•L. c: 112, g 81D;plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot ono inch=ZU feet or fewer for detils of sstem component ) intd shall include of: (a) the legal boundaries of the facility to be served; U (b) the holder and location of any easements appurtenant to or which could impact the .system; (c) the location'of the all dwdlling(s)or buildrng(x)existing and proposed on the facility idcnrificatiah of those to be served by the system; '(d) the'Iacation of existinng or proposed irnpertious areas,- includng_driveways and areas; `:. location and-dim ensions o� the system (including reserve area); Cud syuding design daily sewage flow, septic rank capacity stem design calculations, Li cI required and provided); soil absorption system capacity (required and provided); and va grinder; whether system is d signed for garbage &e ( ) North arrow and existing and proposed contours; (h) -.location and'log of deep observation iiolc tests including the dace of test, cxi flag ��1T vi grade elevations •marked on each test, and the ttames of the representative of the ` 'J euyv approving authority and soil evaluator; �( (i) location and results of percolation-tests including the Gate of test and tho-names of tha representative of the approving authority and soil evaluator, . (1} name and certification number of the Soil Evaluator of record: (k) location.of every water supply,public and private, em location in 1. within 400 feet of the proposed syst Late east of sv.�face water supplies'a.-td gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public Nwater supply wells, and : 3. within 150 feet of, the proposed"system location iri the. case of private water supply wells; v etated 1)' location of-any surface waters of the Commonwealth;-rivers, bordering eg wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity sons, : surface water supplies, tributaries to surface water supplies,certified vernal pools,private : VVV water supglics or snctioit lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified'in 310 CNM 15-215 within which portions of the proposed stern are located. (m) location of water lines and-Other subsurface utilities on the facility; f (n) observed and adjusted ground-water elevation in the vicinity of the system; o) a ctimpletc profle of the system; (p) -a note on the plan listing 1 vans to the provisions of 310 C.M �S.000�sot�ghve` in conjunction with the plan; j 3 q�� fps , 6"� �'°Z°+t)e fv U JJ . the location and.elevation of one benchmark.within 50 to 75 feet of the facility c/ which is not subject to d�slccadon or losi.during consavcti='on,the facility; (r) when dosing is'propQscd, 'complotc design"and'speci.icatiorr of the.dosing systern IPL-2 proposed including.but not limited to dosing,chambeelesand dacity epth Lpro, ad), V" ump curves and.specifications, number .of d'esin, (s) when a Recirculating Sand Filter or equivalent alternative technology is required or ) sed, a complete plan and specification for the system,including a hydraulic profile; (t) a locus plan,to show the location of the facility including the nearest existing street, ✓ (u) the street number and lot number, if any, of the facility; and t/ (v) the materials of constructon.and the specifications of the system. j TOWN OF BARNSTABLE LOCATION -B6 SEWAGE#,,W-5QZ VILLAGE -ASSESSOR'S MAP&PARCEL f��-- Oo 9 INSTALLERS NAME&PHONE NO.-3.Ali 25/c, - ,Iy&- SEPTIC TANK CAPACITY Z.TQQG 20 / LEACHING FACILITY.(type)50066_Co 3 (size) NO.OF BEDROOMS OWNER IO&ls O LL C,,-tS PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY o �- O IQ5�1 o. Fee THE COMMONWEALTH OF MASSACHUSETTS • Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTAB.LE,'MASSACHUSETTS Yes ZIppYication for �Bi5po5a[ A&pgtem QCongtruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. / Own s Name Ad Qs,and Tel Assessor's Map/Parcel Installp7s Name,Address,and Tel.No. Design Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of she is Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil A Pi !l Nature of Re airs orAlter�VAnswer when applicable) e Y Date last inspected: Agreement: / G) The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Colpan not to place the system in operation until a Certificate of Compliance has been issued by this Board Health. Sig Date'J;4*� a Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued qjoy %, Fee THE CO 0 WEALTH OF MASSACHUSE &S�ACHUSETTS S Entered in computersPUBLIC HEALTHDIVISION - TOWN OF BARNS TABLE,'Tllf Yes 21ppYicatiort for^Migogal bpgtem Congtruction Permit i Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon()) ❑.Complete System ❑Individual Components IIF 1/7 Location Address or Lot No. / Cpfl,Own® 's Name Ad ss;and Tel, Assessor's Map/Parcel i Install 's Name,Address,and Tel.No. o Design Name,Address and Tel.No. I �PY Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures k Design Flow(min.required) gpd Design flow provided gpd rR Plan Date Number of sheets Revision Date Title ` Size of Septic Tank Type of S.A.S. 1� Description of Soil U Nature of Re airs or Alterati na(Answer when applicable) / c ;• Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 'I accordance with the provisions of-Title 5 of the Environmental Co an not to place the system in operation until a Certificate of I .•-Compliance has been issued by this Board Health. a�., oZ�S Sig Date'`TA / Application Approved by %/! r,�,� / Date Application Disapproved by: Date for the following reasons -b orl Permit No. ! Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS 'i Certificate of Compliance THIS IS TO CERTIFY,-that the On-site MA Sewaagge Disposa6System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at ) r C&/ r-'�'v/ has been const ucted in accfirdance with the pr sio s of Title nd the for Disposal System Construction Permit No. dated Installer C��- �� Designer - t r� ' #bedrooms ZV- Approved design flow , a gpd The issuance f is p )rmit all not be construed as a guarantee that the system wi soon as designed. p Date (/ Inspector --------------------------------------_,r---- No. �b Fee �— I4' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION —BARNSTABLE, MASSACHUSETTS =igpooar *potem Congtruction Permit Permission is hereby gr n ed to Const ct ( ) Re r ( ) Upg�rade (). bandon (P System located at ' (,< //J/�`` , I I and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must three years of the date of this permit. Date Appioved by - v V 1 I 1 Town of Barnstable P# Department of Regulatory Services 8 .,,8ttar, F Public Health Division Date 200 Main Street,Hyannis MA 02601 D Mld tt Date Scheduled Time/ Fee Pd ✓ . So'l Suitability Assessment for Sewage Disposal Performed By S Witnessed By: Dooms. LOCATION& GENERAL INFORMATION Location Address Owner's Name Address CK'r L9-. Assessor's Map/Parcel: 1 G(- J UCi Engineer's Name CO—,,e"-) NEW CONSTRUCTION REPAIR Telephone# Land Use 1 6-)C Slopes(%) Surface Stones N Distances from: Open Water Body ISO Possible Wet Area_2I ft Drinking Water Well ft Drainage Way /tj A- ft Property Line 3a / ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fa proximity to holes) a " a { T?3 Parent material(geologic) LA � Depth to Bedrock Depth to Groundwater. Standing Water in Hole: / V Weeping from Pit Fpee tj-� t Estimated Seasonal High Groundwater A at t1-5 0aNQ N) `P DETERMINATION FOR SEASONAL HIGH WATER TABL9 Method Used: Depth Observed standing in obs.hole: In. Depth to still mottles: lw-- - Depth to weeping from side of obs.hole: In, Groundwater Adjustment I ft. Index Well# _Reading Date: Index Well level Adj.factor,,,,,_ Adj.Groundwater Level r 4 PERCOLATION TEST Date , Thne Observation Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ f 1� Time(9"-6") End Pre-soak Rate MinJlnch M \ 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 DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.% v 1 23 A- � �j L5. p �,5 �ic�le DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. 34� LS !D 2 5 a�►-� ,3� - 3 � •. � � G��� camel 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) 1-:r•� ' DEEP OBSERVATION HOLE LOG Hole# + Depth from Soil Horizon Soil Texture Soil Color Soil Other � } Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. L # Consistency, I s Flood Insurance Rate Map: Above 500 year(food boundary -No= Yes. ; Within 500 year boundary No .� Yes Within 100 year flood boundary No—Z Yes Depth of Naturally Occurring Pervious Material y occurring v throughout the feat of naturally occurrin s, tonal exist to all areas observed th g • Does at least four P area proposed for the soil absorption system? If not,what,is the depth of naturally occurring pervious material? Certification I certify that on �' (date)I have passed the soil evaluator examination approved by the Department of E ronih 1 fttecpqn and that the above analysis was performed by me consistent with . the required tr ning pe ' a d xp rience described in 310 CMR 15.017. Signature Date ��` Q.\SEPTIOPERCFORM.DOC f1 Town of Barnstable P# ,Z� Department tif-Regulatory Services Public H'eatth Division Date 513-0 A-7 1679. ,dP 200'Main Street,Hyannis MA 02601 p�FD/Ala 6 - Date Scheduled 3`20 O} Time Fee Pd. S it Sui'abili Assessment for Sewage Disposal Performed By: Witnessed By: 1Cynzy ./�. :5 / LOCATION&GENERAL-,INFORMATIQN , Location Address - - , . OwawtsrNamo Gin LZJ I�I' m Address � "; M . Assessor'sMap/Parcel: 1A{,p Engineer's Name�ecMrL� J4� NEWCONSTRUCPION REPAIR Telephone# S 2) — Land Use ` Slopes(%) '_ Surface Stones— 1 / Distances from: Open Water Body _ft Possible Wet Area 42 _ft Drinking Water Well ft Drainage Way ft Property Line— — ft Other_ P3 flar --ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) rl Parent material(geologic) � `y Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: . .._-. Depth.Observed standing in obs..hole: in. Depth to soil mottles: in,. Depth to weeping from side of obs.hole: In. Groundwater Adjustment . 0. Index Well# Reading Date: Index Well level Ad;factor Adj.Groundwater Level _ PERCOLATION TEST Datp.,tf.—tL Time W_IX Observation Iprl 'limaatV Hole# ���(� Depth of Perc -"Li1_ Time at 6" Start Pre-soak Time® 'time(9"•6")_„sue"l l 2_.._ End Pre-soak Rate MinJlnch LA �?I — bi Site Suitability Assessment: Site Passed Sitffailed: Additional Testing Needed(YIN Original: Public Health Division Observation Hole Data To Be Completed on Back----— ***If percolation test is to be conducted witbin 100'of wetland,you must first notify the. Barnstable Conseirvation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Qnsillcricy.% vel O Y0.3 O- C S'P o DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 10 Q n e % T a,s 8`7- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sail Color. Soil Other Surface(in.) (USDA) (Munsch) Mottling (Structure,Stones,Boulders. t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o n Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 5Q0.year boundary.__ Within 100 year flood boundary No K Yes.,__ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviou material exist in all areas observed throughout the area proposed for the soil absorption system? — If not,what is the depth of naturally occurring pervious material? Certification I certify that on _(date)I have passed the soil evaluator examination approved by the Department of Env'o mental Protection and that the above analysis was performed by me consistent with . the required trai ng ex e. erience described in 10 CMR 15.017. Signature Date Q:WEPTIC,PBRCFORM.DOC Town of Barnstable P# ) Department of Regulatory Services BAMSTse14 : Public Health Division Date '17 f NABS. . 11e3 9. �e� 200'Main Street,Hyannis MA 02601 ArEO aAA't� 'Date Scheduled 'Z�'G Time Fee Pd. 11690 Soil Suitability Assessment for Sewage Disposal -3 Performed By: Witnessed By: LOCATION& GENERAL,INFORMATION Location Address -I _f yir�_ - v C`wner's Name C I S AddressCan Assessor's Map/Parcel: ' fit? 009 Engineer's Name C61MQ'n is NEW CONSTRUCTION REPAIIL Telephone# j 2) _ Land Use Slopes(%) 0 Surface Stones 1 � Distances from: Open Water Body ft Possible Wet Area�_ft Drinking Water Well -ft Drainage Way�ft Property Line _ ft Other ?J ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Li t •� Z: 0 Parent material(geologic)I� Depth to Bedrock Depth to Groundwater. Standing Water in Hole: N Weeping from Pit Pace Estimated Seasonal High Groundwater aid DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: _ Depth Observed standing in obs.hole: _W in, Depth to soil mottles: in, Depth to weeping from side of obs.hole: in, Groundwater Adjustment B• Index Well# Reading Date: Index Well level�,,,,�� AdJ,iketor- Adj,Groundwater Level PERCOLATION TEST Date : Time JX- Observation Hole# Time at 9" Depth of Pere - Time at 0' 22 Start Pre-soak Time @ ` Time(9"-6") End Pre-soak �'� Rate Min./Inch Site Suitability Assessment: Site PassedG/ 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:\SEPnC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# I _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistent % ravel 0 YQ 3 1J t� i o` tt C-Q'0%x- DEEP OBSERVATION HOLE LOG Hole# .2 _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tency,% DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. oni to c O v-------------- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil s Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consi t n 1 1 t i Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No L/ Yes Within 100 year flood boundary No a Yes Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring perviou material exist in all areas observed throughout the area proposed for the'soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Env' o mental Protection and that the above analysis was performed by me consistent with . the required trai ng ex a erience described in 310 CMR 15.017. Signature Date Q:\SBPTICVERCFORM.DOC � �I r$? TOWN OF BARNSTABLE LOCATION ale UI �°III SEWAGE # 3- 0 VILLAGE `6� �,QV � ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. V R-S� O SEPTIC TANK CAPACITY /O40 r.-,A/ LEACHING FACILITY:(type)4' ;A, ,%&AYoRS (size)S ',�lo1�f NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER/UO S DATE PERMIT ISSUED: _ 3� DATE COMPLIANCE ISSUED: �,. ''' ;C r I`VARIANCE'GRANTED: Yes No � NS r JAN 1 y 73 APPROV 0 ASSESSOptS MAP NO: t8.� ON 0_4� � rnstab C �"' AA0 0 9 EAPCEL N0: 9 �3 Fmc NfHE COMMONWEALTH OF MASSACHUSETTS (f i, Signed BOAR® OF HEALTH OVaV) V TOWN OF BARNSTABLE �d ! Anplirtttinit fur Dirpwial Works Tomitrur#inn rrrutif Application is hereby made for a Permit to Construct ( ) or Repair (;)e) an Individual Sewage Disposal System at: Location-Address or Lo o. n. s /�1F ow_it.�.k.---f(.i �...QS�' �� -� ......... ------------------- --- res �l �h---l..= +�_-.�s--- -------------------- --------------------- -Ic/....)3I9a' ��^! ..__...4� -r� a 11 PQ I,+q� Off+N C r Address d Type of Building Size Lot.................... q..,. --._._._S feet U Dwelling— No. of Bedrooms______ ___________________________:_--J✓xpansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) p" Other fixtures ............................... . . W Design Flow--------------------------------------------gallons per persons p r day. Total di I ow..._____.___._.__..__._..____...............gallons. W Septic Tank—Liquid capacity_iOOQ.gallons y LengthLE -- '' CC Depth................ �1 idth--N_........_. Diameter........... .. . x Disposal Trench— No. .1................. Width-_ .............. Total Length_-_a ........ Total leaching area....................sq. ft. 3 Seepage Pit No--------._--------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (;po) Dosing tank ( ) Percolation Test Results Performed by........ ---•----•-------•------•-•------••-••----•-•----------------•-•_. Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ r= Test Pit No. 2................minutes per inch Depth of Test Pit--------------------- Depth to ground water........................ 9 --••---•---•------------------•-•------------------------•---••-------•......................._.............•---•..................................----.----- xDescription of Soil............................................................................---------------------------------•----...--•---------•-----•---................__.._....... V .--------------•-•---••---------------•------••--•--••------•--•---•------•---••--•-•---••........•---------•---------------•---•--------•-----••-......-••----------•-•--------...........---------..... W ---------•------------------••----••--•••••-•.............----------------------•----•-----•••-••-•--------••------------------_...- ----- - UNature of Repairs or Alterati nswer whe licable�.`QO0_..__ �..._ �1 /. ......J �°�......................... IN ............. .........._.. ------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b he board of health. cc Signed ... ..............Z....... fl.QS............... ..9.. .� . re Application Approved B �..:._�.......... Dme Application Disapproved for the following reasons- -----------------------------------------------------------------------------------------........................................... .................... .............................................. . . . ............................................... . . .................................-- . ... ........................................ w y Date PermitNo. ..........(./J..�' -- - ..0... .............. Issued ------- ._.........................................:......... Dace a l.} -Vz..,yvv .r__• �:-'� ._.�.��... "S ;.J....., t i��y, 7:. 4y�y�J � • _ _. _ .. yi .— _ _ ._ .-_._ i /gig d No................_....... Finc HE T v t �— ►� a�Gs�T COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF. BARNSTABLE Appliratiult for Uiripwml l vrlti ( owitrnrtiiin ramit Application is hereby made for a Permit to Construct ( ) or Repair (X� an Individual Sewage Disposal System at: ..no v - -- L!o�c_a t?ion-Address r o. c_�Ivs ----••-_.. L v _a 1 1 L► ... ... dress Ingtailer OW N R r Address d Type of Building Size Lot............................Sq. feet aDwelling— No. of Bedrooms.__...-7�2.................................Expansion Attic ( ) Garbage Grinder ( ) pi Other—Type of Building ___________________________ No. of persons---------------------------- Showers ( • ) — Cafeteria ( ) Q' Other fixtures ------------------------------------------------------ w Design Flow............................................gallons per person per Iday. Total daily flow............................................gallons. C ij WSeptic Tank—Liquid capacity.!o®_�1-gal lon _a _s .Length ____________ Width__W._.___..... Diameter---..__._.__•.__ Depth................. x Disposal Trench—No. _1................. Width...,-------------- Total Length__a..,k ........ Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box O Dosing tank ( ) Percolation Test Results Performed by-------- ........................................................-......... Date........................................ a .a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fs Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --- 9 ----------------- -------------- •----------------•---------------••--••------------....---------:.`......................................................... 0 Description of Soil........................................................................................................................................................................ w UNature of Repairs or Alteratio s,—Answer when applicable._ -r._.--..Qg,r.. ll�t._.._ k......................... -•------------------------ -- -•-!-N tl i.RA.on:<...... . - .........A..---- Teti ' -------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate�of Compliance has been issued b, the board of health. Signed -- - -- --------------- -- U...Iv :p.0 C. Q.. .�._ �l is------ Alication'A roved B _ ...cam---.�....................... - - - —.. - .,...f PP PP Y ---- Application Disapproved for the following reasons: ........................ ......................... ... ... ....... . ........... .............................. ... .............. -- .... ....... ........ . ................................... ................................... .. . --........... .............. .. ........................................ FPermit Dace PermitNo. .........../..... 1---- .- 0...7............ Issued ......--.---- ........-- ..................--............ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of (gomplianre THI�AS TO CERTIFY, hat th Individual Sewage Disposal System constructed ( ) or Repaired ( X ) by .UR)d..�..... .. .. ..._..�Lr.tM..�'�V. -----_----------- /� ,: IR jai!<< . ............- ._.......................- - .......... at .....I...6.1--------1�y......J. kV.�----!--....... . .. ✓ .ft'...V....---).../ ........... .. ................. . has been installed In accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No- -_..-- f�.,}..--... n. dated ....... ................................_. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. -- ,f i �j DATE........ .................. -�_ ....... �.T ... Inspector _...... -_........(�� • ..,.................................................. r .y' r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH c1D3— ���� TOWN OF BARNSTABLE No FEE.............':...... Dia pvs l orr ii Tunitrnrtuan "rrntit Permission is hereby granted................ ' ------.� ,_ _it=- ----------------------------------------------------••---•- to Constr ct ) or Repair (x) a f—i li 'I al Sewage Disposal System atNo. ........ 4 1 aFJ.Z'--- �� ' -_'�.-..-------------------- ----------------- Street as shown on the application for Disposal Works Construction Permit No.Y,;3_'._..� Dated............... - ---r------------ ........................................ ^_. ... -------------- Board of Health DATE................... - FORM 36508 HOBBS&WARREN.INC..PUBLISHERS �i • !A Z O V1 - s W T inr ------ DOOR a DT � 2gooug�U -----.—.-------- C, i rc coi i $O a7" O �n mPOST GARAGENEW Q ��M [2-.AP AGE DOOR ��� 2 iv Z EXISTING z `� FOUNDATION WALL z� CUT EXISTING FOUNDATION CURB FOR NEW GARAGE I I I LOCATION POST I I , . DN I I I 4'-0'BELOW GRADE S'POURED CONC. I I I I ON 16'% 10' FOOTING "v I � ��� m i i i PILL-IN CONCRETE in I I I TO EXISTING CURB HEIGHT I - REMOVE EXISTING ,/ .~!"•�'��':.`\ \ ems`�� � ���� � bl APRON \ Iq 4' CONC. BLAB ,-_,,\.,.� \ olz LINE OF BRICK VENEER UJ WALL KEY A.7 (L U 0 EXISTING WALLS Z " WALLS TO BE REMOVED 41-4" Z W Ox6 P.T. POST O ^ Q ® PROPOSED WALLS - TYPICAL L u f LL1 N w Q NWZul O Owaw tL �r to z (Y'2N Z � L Q. a a�Fo �Za�W U� m w a 0 c c 11 � m •, 0 O O y A A.5 y 0 UP ix In FIOgT I I I I I I I I C24 C24 •-n WALKWAY - I I I I I I I I 1 1 1 1 11 DN 1 1 1 1 1 1 1 I 1 1 1 1 1 I a,P tt II'-r II 2'-q• q'-q" B'-Ip• q'-2• 7'-P li 11 1 1 1 1 1 1 1 1 1 1 9 • I I 1 1 1 1 1 1 1 1 1 1 1 NEW _______ 12D0 GARAGE DOOR I DECK 9 PROPOSED 1 6140WER I I e e I ---- � BENCH w. i 1 T�-2 I I 1 AW261- AW2DI ° gN > ww �______________________ N z B___r�_�_I 0 1 Qo�ln o r fn III I I I 1 II I 1 n = 4068� I � I I in �oao- z�lo 1 I I > NO �a1Z X L B OOM i i _L _ FIREPLACEf�'0ae'j$ ✓!, 1 I 2 w rw0��.�9. m 1� UP BED P'I o HALL: b'D ///���LOCATION, IN TRUSS"B' // � o�o POET o I 1° �1 S' • METAL - / 0 rc�y� rarc �o�5 G ooxo gg 'v - I II I BPiRAL 1 I F m O BT 1 2668 I -� POST // w �Z o'1 GARAGE quP ON GREAT ROOM Q E— New------------ 1 I zy� ; 12W GARAGE DOOR m �K 10'-6° m g�_1p" bW ____� ___7 E-------- - J •ii0 I DOTTED IN TRUSS"B"\ �'����y O J e 2'-4' / q.-p�r q--�- 2'-q�• POST LOCATION. q'-p. __— r 1 2668 ON \ _ I I 112� � X BATH 266e 406E i� L i9 R006SE I z izp� AUNQRY BATH ' 2f1" __ r___________________i �� IV IU O I O U POST i /c ON a M I p I I I I 19/4' X II 7/B" LVL DOTTED IN TRUSS 'A" ppgT i 'I i TW2446 ITW2446 TW2446I(FLAT CEILING II HEADER LOCATION. _ REPLAC _ 1 - +------ v �` OYER I L-_-_-Z I8 '� S�8 ON 1 I WINDOW PROPOSED I rl iI \I � Z ��_ 3ARCNI � -c'�jr_ � __—__— 777...555 @g ____ ` TO ----------- NEW MATCH �---I_ ___�"r- �lip �_W'¢e'7s �Q�yf�n1 �-------------- i / W_ DOW L__-__ -__—JJ7 C �'�3'3o'�j $�7j8 NEW NEW 1 NEW I r\ rj II I TW2446 TWZ446 TW2446 I \. \:r \� � Ii � g'' " I-_____________ �=q Lfl LJ� � � S O ,I \/v 1. pn j DOTTED IN TRUSS'B° A Hit ELITE xB I Im LOCATION. D.-2v" V-11' D'-S" D'-�" 6-41" 9'_b" A v `\ I riDT -—--—h DINING // A I ON-PO A.5 PROP ED // W �C.OLUMNN TUBCAN KITCHE E——————— Zil CAP AND BASE, TYP. Li m Q 19/4' X 17/S° LV \ � Z O I HEADER DOTTED I�I TRUSS'B° f LOCATION. \ W ENTRY OVERHANG rL I \ O (W()W Z IU u ON WALL KEY p 4 \ z Q O w Q W -�_ ---- ----^---------- 1 ------ m m 0 EXISTING WALLS m 10 - Ip IL w �- C__===7 WALLS TO BE REMOVED {� ® PROPOSED WALLS ON u- 2660 '+r _M.BATH----- U ____-_ _g_-- 2665 i F� U NOTES I CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS __-_-_-_-_-_J L WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL n WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL iv 1 266E COMPLY WITH THE REQUIREMENTS OF r U ASTM F20gO. WINDOW OPENING DEVICES SHALL BE SELF ACTING 1 j m AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF 1 <N W A 4•DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING I I I 1 WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN • ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. I U MASTE BE 00 m N 116�'LO;.UUNLESS OTHERWISELNOTEDX6 I I 11. GLOB 2668 W / 0 \ NOTE= 2.A}L INTERIOR WALLS SHALL BE 2X4 O 6 ALL WINDOWS ARE TO BE •I6 O.C.UNLESS OTHERWISE NOTED. - I .. S.CONTRACTOR SHALL ----- _VERIFY ALL WINDOW - - ANDERSEN 400 SERIES ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. ---_---- L __ O'TW2442 TW2442 O II TW W/ APPLIED GRILLES q•CONTRACTOR SHALL VERIFY ALL DIMENSIONS m INSIDE AND OUTSIDE PRIOR TO CONSTRUCTION, CONTRACTOR q'-qV^ II'-0}° Cf ES RES SIBILITY FOR MISSING OR 2'-7' z INCORRECT DIMENSIONS NOT BROUGHT TO p N �- THE ATTENTION OF THE DESIGNER. 23_4. 6i O cn A A.5 z o_ ALIGN WITH I ST FLOOR O I I I I I 2'_9• C245 C245 I I I I I I I I I I I I I I I I I I i I I I I I I I I i Vry� 4p I I I I I I I I I I I I I I 9 I 1_i_L1_i W-10" 6'-5' 2'-q° 12'-B• 10'-2• 6'-7° c I i W I PROPOSED Yia gN a N I / TW2442 BED13. M �• T 2 TW244212) AM51v Aw251 I I I I Q/ ON. m w Heg� g NIGH a �yUzt•x c PROPOSED TV ROOM OROPOSE 9'-D" METAL I I / m U0 SPIRAL ATHROO STAIRCASICLOSEE ----------- / PROPOSED/ w 2 " 26" ryry Q ROOM I 4'_1Y B.-O. 4'-4° B'-i° '-10' 19'_q" i I // D--I'"`z� R �I $00 g OPEN TO BELOW �/ c EN ) 8g I I��III 0[____-� III \��� � n 12'-2y• s'-A7q.5 s'-7y° 2n'-2y° �, e,1; P o andQ -}---CA T---H----E—DRIIII�IIIIAIIIlI- L�IIIiI o---_-C_---EIL_I_N----_G--;_U3���--IIII�IIIIIII s�IIJw Iir II�hi .�.— �Qa�1 p �4e BUILT NL- WHEN TV -- I � a��ZtuFW�r- / A�6 ;�FV KW�oaI AWSI AWBI Awsl r f__ II Rim, - -I�I O A W IL ZW WZ- AlUf WALL KEY uJ go WLj EXISTING WALLS -I Q IL WALLSTO BE REMOVED v 1 n r ® PROPOSED WALLS ttj m PROPOSED (nV COMPUTER a 2_6" ROOM _N r v oBoSz NOTE. F 7 CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS - F. >a 11-- F ahoo}�^ WITH SILLS ABOVE 72•ABOVE FINISH GRADE PER CODE. ALL =o m CCOMPLYSWITH LTHEAVE FALL REQUIREMENT SEOF ION DEVICES AND SHALL �}<:zo 0 ASTM F20g0. WINDOW OPENING DEVICES SHALL BE SELF ACTING EXISTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF 7 fix,.. A E DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING r z m WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN EXISTING m 8 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. LOFT m0E 169L0..UNESS SMALL BE -NOTE+ I6}OCTUNLE99 orHGRwiBeLNorEDx4 EXISTIALL WINDOWS ARE TO BE 9.CONTRACTOR SHALL VERIFY ALL WINDOWANDERSEN 400 SERIES ROUGH OPENINGS PRIOR TO ORDERING WINDOWSmTW W/ APPLIED GRILLES 4•CONTRACTOR SHALL VERIFY ALL DIMENSIONS O INSIDE AND OUTSIDE PRIORTO CONSTRUCTION. 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I l �'7 111 ��:o: 1�1 1 , onnl lies �� n■ \\\\\\\I� 1'1 .. - Inl■■1 11■■1 ■ not nsonll main 1 loll lol■om - ■s■I 11 Ise - - Ilsm■1■ ■■Ie1 1 ■Is - • - \ mn■lol 1■In I 11�1 �IIIIIII I� _ II � In Z O E A.7 ' 2 EXISTING (2)2 X 12 RIDGE EXISTING 2 X 12 RIDGE A,6 SPHALT ROOF SHINGLES Q COX SHEATHING I EXISTING 2x10'S O 16°O,C, A NEW 2XIO 10"O,C Ib#BUILDING PAPER z �_o A.7 2 R-Be PBGLS,iNBUL 3g H a w 12 ' A.b A.6 2x10 16,O,C. . a�� ag= A.6C. 4� ` .♦ ` ♦ ______ _ VENT BAFFLE .I `4 1 \ / \ ♦ IX FASCIA W/ I r EXISTING \� 1 ALUMINUM GUTTER ,r 2xB CEILING _ 2xS CE ING ♦ JOISTS IB" ,C,�� JOISTS 6'O. �� ♦ rr z 9)2XIO HDR� ♦ IX SOFFIT ) ♦ I 9 2XI0 HDR �woi TYP, U.N.O. / ♦ 1 o n: TYP. U,N,O, \ a p, ♦ K.R-A-VENT STRIP VENT I cc) plvpoxo�go� Iy)80F�lASED A.b .\ zac�zclLL� �o rr WALL CLO. BE��M X FRIEZE EXISTING Z X 6 WALL =eN IZ „� ♦®♦ 1 2X4R-Iq�16�O.C,INBUL 12 r 12D I/2°CDX.SHEATHING 12D 1/2°GWB EXI STING SECOND FLOOR VAPOR BARRIER o TJ1 B EXISTING 2 X 10'a TYVEK HOUSES NEW X 10'e -_-_-_-- A 7 SIDING(SEE ELEV9.) o 9 A,6 i mod• _ �,o LAUNDFLY HALL EXISTING A i mEXISTIM � BEDROOM A,7 00 �m I EXISTING FIRST FLOOR I EXISTING FIRST PL000 EXISTING 2 X SL EXISTING 2 X 10e — — — ' T EXISTING 2 X 10'e GRAN IL SPACE i � !11 -9 ��� ���� EXISTING J BASEMENT gloss.g 1.11ow w ' 28'-4' SECTION y SECTION W n U I� N Z tu Q � ' W N w RIDGE BEAM ; N W Z J WIL n N O~aw W Iq - 6"XB' - Z �W Z BOLTED TOGETHER W/ W 3/4" THRU BOLTS POST !� � b X b DOWN ~ ' ' N L BOLTED TOGETHER W/M1�' v - iv 9/4'THRU BOLTS ' V � b W/WASHERB ON i- m, BOTH SIDES 0 9) 1 3/4•q 1/4' LVL'S c -o- cr- BOLTED TOGETHER W/ • I)IVAI 1/4' LVL W/WASHERS ON TAY I 2)2 x 101e BOTH SIDES .. O ♦♦ 2)2 X 10'9 ----- ----------- -------------- MIN. BOLTED TOGETHER W/ PLATES EACH SIDE TYP. o THRU-IBOLT 24'-0" TYP. 9/4"THRU BOLTS 28�_S°* zo 0 A U Q RATE THICKNESS I/4' MIN, f 1 MIN, g CTR TO END DISTANCE 4" MIN. w y= CTR TO CTR b' MIN, m z TRUSS A PONE REQUIRED TRUSS B PFOUR REQUIRED) m KCAL I/4" � I'-O" 9CAL . I/4" I'-O• All C Q ti FRAME A AL I/4 I!PONE-0REQUIRED) m ' 9C ' s O -^ cQ 0 y U) RIDGE VENT O N ROLL VENT K ASPHALT ROOF SHINGLES SIDING SEE ELEVATION MATCH EXISTING RIDGE BOARD r 'TYVEK"HOUSEWRAP (STRUCTURAL 812 . HA7 VARY) 'COX SHEATHING CDX PLYWOOD RSS BATT INSUL lil aF 0 {'GWB w/SKIM COAT PLASTER 4xb O Ib"O.C. 150 FELT PAPER ON Ix STRAPPING O Ib'O.G. �wz R-19 FIBERGLASS INSUL 5/5'CDX PLYWOOD _ ;a igw�30 RAFTER VENT �o' ezQ i$ WHERE INSUL. ICE AND WATER BARRIER MEMBRANE 6 MIL. POLY VAPOR BARRIER R-58 INSUL CARRY UP W-O' FROM EAVE RAFTER VENT > ✓rge' madz WHERE INSUL. mprca{Yip 40 Ig G.W B. OxIO RAFTERS AL. DRIP EDGE wW ��sz n � OVER ICE i WATER BARRIER ~ _� �arcgc i7�, ALUMIN.GUTTER / - 0. p ; g�go U irccoiicTS��fr d�'c K;1TYPICAL RIDGE VENT DETAIL CORA-VENT STRIP VENT SCALE 1-1/2" Ir-O" BED MOLDING Q C~ TYPICAL NALL DETAIL IX FRIEZE SCALE 1-1/2" P-O" SIDING TYP. WALL O[x]-�_y;d 0 �- o 3 TYPICAL EAVE DETAIL t11 SCALE 1-1/2" V-O" zm� �n a c� 2ig3a 1 1 n w � U Z W cl W L, �WZ J Z OwQw �w�z (L C�LE Y 4'L iloo ti o� aaoo a �zau�i rcw omo� U� m N m O G \ II �, xm ~ O tl1 � z i k7 ti o v=i 110 MPH WIND ZONE REQUIREMENT FOR 780 CMR 8th EDITION MA STATE BUILDING CODE Z 0 Vl S w 2x6 DBL TOP PLATE 1/2"COX SHEATHING CONTINUOUS HEADER Q O MULTIPLE OPENINGS O RAFTER • IV O.C. pp55 SIMPSONSP6 (20 GA.) A ;N zW€zp wo �oy�r5�az�rc o NAIL Sd COMMON EXTEND HEADER myl�em� ao 412,5 O EA, RAFTER NAILS O 3"O,C. TO KING STUD BEAM 4 STRAP = = O ,n''m ¢g` NAIL TOP PLATE ® S"i'' Quo'q.o ° TOP PLATE HEADER TO BTM. OF MDR. 6i LSTA 0 EA_ RAFTER p ° 2 ROWS 16d NAILS ® O oGioo�o�x�l FULL MGT.STUD O 3'O.C. ° SIMPSON 2*4 U zor HDR UPLIFT STRAP m CBO66 (7 GA.x3) END --JACK STUD OPENING DISTANCE WINDOW SILL Q w " META 30" 16 GA. o: ,I I II 1 a °��f[ RIDGE BEAM A AFTER TO PLATE CONNECTION L" 16" O.C. 'I ,, E— R -C7 8 u II I d NOT e= SCALE+ N.T.B. ,II 1 II 1 IDGE STRAPS ARE NOT -•I-PZ�._ II ;s In •il I REQUIRED WHEN COLLAR TIES OF O w�Z�o NOMINAL Ix6 OR 2x4 LUMBER II 12 GA. ANCHORS TYR C\�I 1 ARE LOCATED IN THE UPPER ANCHOR BOLTS O 36" O.C, 0 Y� %of THIRD OF THE ATTIC SPACE AND c MIN, 7" EMBEDMENT 1 °°•• ATTACHED TO RAFTERS USING N o w/3"x3"x1/4" PLATE WASHER it 5)10d NAILS EACH END ,1 r' SIMPSON STRONG-TIE C 2nd L. NARROW WALL BRACING C I E BAND STRAP `.I SCALE,N,T,S. L SCALE,N.T.B. L SCALE,N.T.B. 1 STUDS I HEADERS J SCAM N.T.S. 2T 7� 'L• ffii, let 12 JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAIL. BOX NAILS W ROOF FRAMING (— V BLOCKING TO RAFTER(TOE NAILED) 2-6d 2-IOd EACH END o o Lu W RIM BOARD TO RAFTER(END NAILED 2-16d 3-I6d EACH END 1/2'CDX SHEATHING CONTINUOUS HEADER ^ WALL FRAMING O MULTIPLE OPENINGS Z° A Q IL 2)16d COMMON o (n TOP PLATES AT INTERSECTIONS(FACE NAILED) q-I6d 5-16d AT JOINTS NAILS 6" O.C. o o x W W STUD W TO STUD(FACE NAILED) 2-16d 2-16d 24'O.G. I SP4 (20GA,) SIMPSON O O J ju HEADER TO HEADER (FACE NAILED) I6d 16d 24'O.C.ALONG EDGES I ' lo HTT5 Q �[ FLOOR FRAMING 1 j TOP PLATE NAIL Ed COMMON EXTEND HEADER JOIST TO 91L1, TOP PLATE OR GIRDER (TOE NAILED) 4-Bd 4-IOd PER JOIST NAILS O S"O.C, TO KING STUD w O to Q W BLOCKING TO J015T (TOE NAILED) 2-Ed 2-IOd EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d -4-I6d EACH BLOCK �I IL W Z I ' W LEDGER STRIP TO BEAM OR GIRDER(PACE NAILED) 9-I6d 4-I6d EACH JOIST V II � NAIL TOP PLATE UI L U JOIST ON LEDGER TO BEAM(TOE NAILED) 5-ad 3-I0d PER JOIST II 2- 5/5' ANCHOR BOLTS TO BTM.OF MDR. n BAND JOIST TO J015T (END NAILED) 3-16d 4-I6d PER JOIST (3)IOdxl 1/2' NAILS w/ BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D 9-I6d PER FOOT 9'x3' PLATE WASHERS 2 ROWS I6d NAILS Z V/ EACH SIDE OF STUD O 3"O.G. ROOF SHEATHING OPENI 14,OF O WOOD STRUCTURAL PANELS FOUNDATION �4 a. Co- RAFTERS OR TRUSSES SPACED UP TO Ib"O.C. ed IOd 6" EDGE/6" FIELD .11' RAFTERS OR TRUSSES SPACED OVER 16° O.C. Ed IOd 4° EDGE/6" FIELD ° 1. T YL, GABLE ENDWALL RAKE OR RAKE TRUSS w/°GABLE OVERHANG SolIOd 6" EDGE/6" FIELD SIMPSON STRONG-TIE SPA GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL ad IOd 6" EDGE/6" FIELD SCALE, N.T.B. z OUTLOOKER5 e . GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Sd IOd 4" EDGE/4" FIELD z CEILING SHEATHING ORNER STUD HOLD DOWN I I N OW HALL B GYPSUM WALLBOARD - f"y a !- SCALE,N.T.S. F o 3d COOLERS 7° EDGE/IO° FIELD SCALE, N,T,9, N u=o WALL SHEATHING WOOD STRUCTURAL PANELS i STUDS SPACED UP TO 24°O.C. Bd IOd 6° EDGE/12" FIELD CID Q1 $"AND°9e2° FIBERBOARD PANELS Sd - 9° EDGE/6" PIELD $"GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD H c a FLOORS SHEATHING I o WOOD STRUCTURAL PANELS I"OR LESS Ed IOd 6" EDGE/I" FIELD co 1 GREATER THAN V 10d I6d 6° EDGE/6" FIELD .-, or NZ � o � Q ; , G r2 UJ/Po (� !� ! 1"��•� v:p,-�r'_nnc�,.. fir,,.ou.; �! .:t F r<s:. a MM 4 , I i SPY. r 1.4 r C L.G, i ` _t it 1° � r 7T"1 4:i�pcu , VrIJX i i 10- ;I ff : I , —t-- I I ! 1- I ;,,I s�__=`-:._;_ �,,•�� tad ' Gaf; t t oly j 1a1A HC• t`s.N. \ \•� ...._ ------_......_ Q� 6. _� 'UT, Fva. A;-C(k) ,3uLr j !q cU iD i!,_ o G aF:o.k.. c.Dr3c. 84- LCO bfLA7?t:. IL—� _I —' 1 jj ._.fk:i?LY._...1 Z.".�.flf•1�t - ' �i mil.V � � h� ' . L..- •�:IJ_��_�-C;2.--�Fix2.a_�/..ut. 4+?�... 1 A_i I . . --_.-.. .__.,,4._..._.-_. LM ! T I r- -�— -}--- ��z<nc-r � i i p �•� Fo Viva U-k'JF;y Act- 1:Co FJ.T PdS=y. A-T"D ', 1:;?" 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ACCESS MANHOLES *NOTE: 5 MAXIMUM COVER OVER SYSTEM PER BOH 81-LAW VENT PIPE (O Least 24 Inches tall) ✓ � � � Schedule 40 PVC w/Charcoal Odor Filter �f- 10' min, from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. �`��s� �t '��r �"r"� •�• C`}'� ' �h,uee to septic tank 4' 'tJt'd .•t. a ='':..i•=,w - EXISTING Foundation D-BOX cover must be Septic tank cows must be wthin 8• of GRADE SECTION A -A ��'• ��' s< 'J' within 6 in. of finlhod grods SAS cow must be + s anode over Septic Tank - 89.50 Orods over D-Boz - 86.00 within 6 of GRADE ds over BAS - 86.00 R M I I.` b ti aNffl PROFILE VIES OF LEACHING SYSTEM \ 1 's THE ACCESS COVERS FOR THE SEPTIC TANK. ^� s 4v r f k INLET 1 1 DISTRIBUTION BOX AND LEACHING COMPONENT S • 0.02 e•N r r/lt ' eLsk.a a..e.s fawn 'N I/B•- r/s• eek.s/►esssws ` I \` W SET DEEPER THAN 6 INCHES BELOW [SHED {� j - J HOLE TOP OF BAS 94.76 i' L GRADE SHALL BE RAISED TO WITHIN 6 Oi L S.0.01 DIST. BOX �' FINISHED GRADE. - [EXIJST. PIPE I° XIST. 1,000 Gk 0• Der foot � t ♦ INSTALL 1UF-TITE GAS BAFFLES OR EQUALS V r FROM PWNDATIDN i / SAW«....w .A7,{-�v,^-,r•r ' O� SEPTIC TA* 3a T ,-- 6 H-10 g M 20' { N g o 0 CONCRETE FULL FOUNDATI io n STEEL REINFORCED PRECAST CONCRETE .r o 0 0 C3 C3 C3 PLAN VIEW u u d.6 0.6g 3 lJrdts t 809, " 23, ' s t SYSTEM PROFILE � ft• 4• ----25.5' 4, 3-s4• REMOVABLE covERs-1 akeog� i.;cCo,., T3 Not t0 Scale LLJ 'a Effective oath ..4 11 i > 3. , .... .. . . - 4• :�'' GENERAL NOTES Effective Length % 3 min. clearance : 1j, "r 6 In.of 3/4'-1 1/2" HSORPTION SYSTEM (SAS) INLET a mu,.T- 2•min. inlet to outlet 61 T1. Contractor is responsible for Digsafe notification compacted stone 87.00 ,iI td min. �v'r- and protection of all underground utilities and pipes. Bottom of Test Hole 1 Elev.� 500 - H-20 L ACHING UNITS / WIGGINS PRECAST I 'r s -7• s' _y 2. The septic"tank / J distri¢t{tion box shall be set Groundwater Observed - NONE OBSERVED 1e level On 6 of 3 4 -1 1 2 stone. Not to Scale !: 4'-0• min, so e.M. LquM depth 3. Backfill should"be clean sand or gravel with no qs r stones over 3 in size. 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. NOTE: ALL CJMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE e'-o• 4' -10" 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan CROSS SECTION END-SECTION and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different USE EXISTING 1000 GALLON H- 10 SEPTIC TANK from those shown on the soil log or in our design installotion must halt as immediate notification be NOT TO SCALE made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. P E R C 0 LAT I 0 N TEST P# 11701 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Date of Percolation Test: MARCH 20, 2007 10. All solid piping, tees do fittings shall be 4" diameter Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Schedule 40 NSF PVC pipes With water tight joints. \\ Results Witnessed By. DONALD DESMARAIS (BARNSTABLE BOH) 11. Municipal Water is Connected to ALL OF The Residence and Abutting EXCAVATOR: Shay Env. Svcs. `\ Percolation Rate: Lees Than 2 MPI O 30" Properties Within 150 Feet. Test Hole Test Hove No. 1 No. 2 NOTE- \\`\� DEPTH SOILS ELEV. DEPTH SOILS LE . " THE PROPERTY LINES ARE APPROXIMATE AND cG o 98.00 0 9s.00 COMPILED FROM THE SURVEY PLAN GENERATED BY _! SandydY GERALD A MERCER, PE, DATED AUG 3, 1963 \`\ 1a M 3/2 10� entitled "SUBDIVISION OF FRANKLIN VILLAGE., CENTERVILLE, MA" AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 0"-6' M 87so o"-a' A• g7•so IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Loamy Lamy THE SEPTIC SYSTEM INSTALLATION. � \ / (� `r-'� Sand Sand i ry'� , 0 A, 10 YR 3/6 10 rReA tL 0T 6"- 30" 8, 95.50 6"C24- B 0'4- EXISTING SAS TO BE PUMPED OUT AND FILLED IN PLACE Med. Mod. A'1��1 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE T Sand Sand 17F � 2.6 Y 7/4 �l 26 Y 7/4 SED OFOAS THE EXISTING BOARD GOF HEALT TO HESPECIFICATTIONS. 30"- 132 G 87.00 30"- 132 C+ 87.00 `< 000, ` r ASSESSORS MAP - 186, PARCEL 009 ZONING - RESIDENTIAL WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY ARE AS SHOWN Vent ��` �� Perc #1 / \` Depth to Perc: 30" to 48" Perc Rate= 2 MPI M•.•;� t _ Groundwater Not Observed I No Observed ESHWT ADJUSTED H2O Elev. None (k ' --- �• TEST HOLE #2� ?� _..----------- --fl4 ELEV.- 98.00 i p AL OUTLET PIPES FROM THE �� •' r �,' SETA LE1�F1 FOR RAAT LEAST SHALL�2 FT. 1r CONCRETE COVER LEGEND PROJECT BENCH MARK !! � •'�'. , '" �' I -``0 � ' "' 3- 6.OUTLET i EXIST, I ,' 6' _ TOP OF FOUNDATION ! / _ 3 �, ••r l , - 10N0p`01TS .;, 8X0 DENOTES PROPOSED ELEV. = 100.00 (Assumed) T HOLE #1� ,� FAILED 66• WnEr 12' imir SPOT GRADE = 98.00 ,' SEPTIC SYST i i �' -:6. L - „. 2 DENOTES EXISTING :41i / ,ae• x 104.46 SPOT GRADE 2 I � 4" - SCH. 40 Te 1.76• PLAN SECTION R - ' ,TI PL PROPERTY LINE ! If 3 HDISTRIBUTION X '' H- OA IN PROPOSED CONTOUR EXIST. � � NOT TO SCALE \`\ PATIO 1000 GALLON ! ! SEPTIC TANK ! ! 97- - - - --97 EXISTING CONTOUR ! ! _ ! DEEP TEST HOLE & EXISTING ! i! Design Calculations PERCOLATION TEST LOCATION 3 BEDROOM ,�' Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 GGI./Doy Min. per Title V) ! LOST #09 Garbage Grinder: No FENCE `95r, HOUSE �, ! Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) t ,� �6,f80 Square Fset +/ Septic Tank : - 2 x 330 Gal. "PAL. Septic Tank. p Gal./Day � 660 USE EXIST. 1000 SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch PRIVATE DRINKING WATER WELL SOIL ABSORPTION AREA: Using percolation rate of <2 min.,An.:h Bottom Area: 0.74 gal/sq. ft. x 435.50 sq. ft. - 322.27 gallons REVISIONS Sidewall Area: 0.74 al. a ft. x 186 s ft. - 137.64 gallons 9 / q• di g: 459.91 allons �\ PATIO �' i' Providing: a 6`\ �\ �� �� `\ use: NO. DATE: DEFINITION (3) PRECAST 500-C UNITS, HAVING A 2 EFFECTIVE DEPTH, TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND � \\ � 11t �� �\ �'� ( 4' OF WASHED STONE ON THE ENDS. UNITS TO BE SEPARATELY PIPED 61 dol F° __ --- PROPOSED �F `\ PREPARED FOR : ' 3 BE HOUSE FLOOR SCHEMATIC SUBSURFACE SEWAGE DISPOSAL SYSTEM tips, _ (Description Provided By Owner) OF �F°c \, MRS . CYNTHIA REYNOLDS ` i # 161 BAY LAN E � `� `\ � m Bedroom O,c� \� Dining Room � \ \, \ � KitchenR I CENTERVILLE, MA 161 BAY LANE LANE �d� d'� DEN Living Room Bedroom PREPARED BY: do CENTERVILLE, MA 02632 CARHEN E. SHAY r I � E ENVIRONMENTAL SERVICES, INC. Bedroom ��' 185 ASHUMET ROAD G MASHPEE, MA 02649 00, ` . 5,'''4�irn.R�i.e 0 20 40 50 TEL/FAX 508-539-7966 3 BEDROOM PERMIT REQUESTED. OVERSIZED SAS DESIGNED AT OWNERS REQUEST. SCALE: 1"=20' DRAWN BY: CES DATE: APRIL 19, 2007 PROJECT#SD-1027 FILENAME: SD1027PP.DWG SHEET 1 OF 1 (Ir o FD io rR a/e a`— 30' 9• Mod. Sand \`♦ / `\ �� �,\ /� 2.5 Y 7/4 TEST OLE #4`, 6' J W 132 c+ E 98.00 `,� d( i�� �00, EXISTING SYSTEM TO BE RELOCATED AS SHOWN TO MEET SETBACKS /. c ,���� WITH PROPOSED ADDITION �' � 7�� 11 TEST LE #3 i' Phi' ,� � \\`� -; \` > CHAMBER LOCATED CLOSEST EL = 98.00�,� ,' TO THE HOUSE CAN BE �k.�' �i' /' �1 Ven't"� REMOVED AND ADDED TO ^,� �� Perc #1 THE END OF SYSTEM ' ,�� / �� �; .:' �� Depth to Perc: 30 WITH APPROPRIATE `,�' Perc Rate 2 MPI ' D—Box '� '. , Groundwater Not C AMOUNT OF STONE / 4• �'.'r' \� _ No Observed ESHW r �l O -------------- -----94 \ �`.� ADJUSTED H2O Ele TEST HOLE #2 a ELEV.= P8.00 \ TEST HOLE #1 1 ELEV.= 98.00_ i EXIST. i • / -- —� ��� ,� 1000 GALLON i i SEPTIC TANK / ���1500 gal. 2' �"� Ps�O� TO BE REMOVEkf t9p Septic Tank PROPOSED 26' x 36 PATIO GARAGE WITH SECOND STORY LIVING SPACE i PROPOSED 4 BEDROOM fas.s' xousE LOT ##09 It I 26,130 Square Feet O 0 `� I E i IN IN Vent \ \ ,Y G—� 3 .bi; •�^ QQ. r'�•.; ;'• TEST HOLE #2l1 �� ���; • � ELEV.= 98.001 EXIST. I i FAILED I i • ft T HOLE #1 ,� SEPTIC SYST I 98.00 �� 1 — I i F \2 I / \\`\ EXIST. 1000 GALLON `\\ PATIO SEPTIC TANK / / Numl \ Garbs \ EXISTING ,� l Leoc 3 BEDROOM ,�' / LOT #09 Sept ` 1 HOUSE �' i 26,130 Square Feet +/— SOIL , SOIL Bottc \\\ 1 161 � i ' , Sldev 1 Use: TO E PATIO �' UN1O1 i \\\ -- ►--- - 0 - PRi N ., X-xx- N BR HOUSE FLOOR SCHEMATIC *NOTE: 5' MAXIMUM COVER OVER SYSTEM PER BOH BI-LAW &top " VENT PIPE (O Least 24 inches tall) 3-24' DIAM. AOCESS MANHOLES Schedule 46 PVC w/Charcoal Odor Filter 10' min. from 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. to _e. € EXISTING Foundation house to septic tank �� -',� �• ��y°' {{ av¢ D-BOX cover must be Septic tank corers must be SECTION A -A within 6 in. of finished grade within 8' of GRADE 7hin S cover must be t „ \ Grade over tic Tank - 99.50 Grade over D-Box - 96.0 6' of GRADE de over SAS - 9B.00 ) C YSTEM "� '• ' D#rss#taAs/#,swPR(FILE YIEIY OF LEACHIN S ;, _ 1 -1 ti. r �' A\ INLET 1 1a$ • r mangy c INLET ` \�.. \�.. OU T t�i S . 0.02 THE ACCESS COVERS FOR THE SEPTIC TANK, 41/4•w 11/+ teNe�Or,uM�se.". sr ip'- I/s' /eeA�e heeesr\. •'r. L '�' "'}� t ,-. �• ''.r' 5a�,. .ls�_ 3 HOLE TOP OF SAS - 94.75 \J pp (H-20) DIST. BOX I`, DISTRIBUTION SOX AND LEACHING COMPONENT �� 22• S•0.01 J SHALL BE RAISED TO WITHIN 6' OF *- 1 PIPE 8 NEW 1500 GAL. Ot0" er foot f' ,A s'• FINISHED GRADE. FROM FOUNDATION rn SEPTIC TANK �r e°`'"" tk," € ,O 20' STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-71TE GAS BAFFLES OR EQUALS € 1€ J h H-20 g N o 0 o ON ALL OUTLET TEE ENDS ;-`€ ti° €f € €` R 1 rouNwnoN--�/ n M rn rn 8 CM o 0 0 0 0 o PLAN VIEW . ;F do � € F : { � gt ` € Z II II 3.6 - `.5, 3-24'REMOVABLE COVERS 3 Units ! 8.5' " 25.5' SYSTEM PROFILE n 8 , sr�na��. 3645�9;lNlYTb9 ri� at7 u f2' 9 4' 25.5' 4' �zo foReero Not to Scale a M' 'a Effective Width ,., c c L 3 ' 4 • ;' 4• , _ �i 3 min. deoranu ,,� - •�,,.�� � •,,,� ' GENERAL NOTES - Effective Length INLET4 s min�2'min. Inlet to outlet e'min 6 In.of 3/4'-1 1/2" IN IV.mh LggZ Tevsl�r 7 OUTLET 1. Contractor is responsible for Digsafe notification compacted stone SOIL ABSORPTION SYSTEM (SAS) 5' -r *• ___ `5' _7• and protection of all underground utilities and pipes. Bottom of Test Hole 1 Elev.- 87.00 500 - C H-20 LEACHING UNITS / WIGGINS PRECAST 4-0• min. 2. The septic"tank o j distrij.tion box shall be set Groundwater Observed - NONE OBSERVED ersea. !• uquld depth level on 6 of 3 4 -i 1 2 stone. Not to Scale +, 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation 10'-01 5' ••6• by Carmen E. Shay - Environmental Services, Inc. 5 NOTE: AL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE CROSS SECTION END-SECTION . The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. TYPICAL (H-20 LOADING) 1500 GAL-ON SEPTIC TANK 6. If, during installation the contractor encounters any soil conditions or site conditions that are different NOT TO SCALE from those shown on the soil log or in our design installation must halt do immediate notification be made to Carmen E. Shay - Environmental Services, Inc. # se 7. vehicle or heavy machinery shall drive over the P E R C 0 LAT I 0 N TEST P# 11701 P 12053 septic system unless noted as H-20 septic components. 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. PROPOSED WORK OUTLINE: 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Test P 1 : REMOVE EXISTING 1 ,000 GALLON SEPTIC TANK. Date Percolation Test: MARCH 20, 2007 Date of Percolation Test: DECEMBER 20, 2007 a erformed By. CARMEN E. SHAY, R.S., C.S.E. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 10. All solid piping, tees do fittings shall be 4" diameter Results Witnessed By. DONALD DESMARAIS (BARNSTABLE BOH) Results Witnessed By. DONNA MOIRANDI Schedule 40 NSF PVC pipes with water tight joints. EXCAVATOR: Shay Env. Svcs. EXCAVATOR: Shay Env. Svcs. 11. Municipal Water is Connected to ALL OF The Residence and Abutting 2. INSTALL NEW 1500 GALLON TANK AS SHOWN ON PLAN �� Percolation Rate: Less Than 2 MPI 0 30" Percolation Rate: Less Than 2 MPI 0 36" Properties Within 150 Feet. 3. MOVE CHAMBER CLOSEST TO HOUSE TO FAR END OF SYSTEM TO ACHEIVE 10' SETBACK Test Hole Test Hole Test Hole Test Hole 4. RESTORE STONE ON EITHER END OF SYSTEM TO MAINTAIN SYSTEM SIZE No. 1 No. 2 No. 3 No. 4 NOTE: DEPTH SOILS ELEV. DEPTH SOILS ELEV. DEPTH SOILS ELEV. DEPTH SOILS ELEV. THE PROPERTY LINES ARE APPROXIMATE AND 5. INSTALL NEW D-BOX AND PIPING. 0 Sandy 96.00 0 96.00 0 98.00 0 96.00 COMPILED FROM THE SURVEY PLAN GENERATED BY Sondy Sandy 5. INSTALL RISERS WITH STEEL MANHOLE COVERS TO DRIVEWAY GRADE FOR TANK & D-BOX Loom Loam s°"dy Loom GERALD A MERCER, PE, DATED AUG 3, 1963 10 YR 3/2 10 YR 3/2 10 YR 3/2 10 YR 3/2 Loam entitled "SUBDIVISION OF FRANKLIN VILLAGE., CENTERVILLE, MA" `� As 97.50 0"-6" As 97.50 0"-6" As 97.50 0.-6" As 97.50 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN IT SHOULD BE USED FOR NO PURPOSE OTHER THAN / �',� Loamy a dy Loamy a dy sandy Loamy THE SEPTIC SYSTEM INSTALLATION. f 40 10 YR 5/6 10 YR 5/6 10 YR 5/6 10 YR 5/6 ``N\ \ / / FAQ/ 6"- 30" Be 95.50 6"- 24' Be 95.50 6'- 36' Be 95.00 6'- 36" Be 95•00 EXISTING SAS TO BE PUMPED OUT AND FILLED IN PLACE ��` jv R/C Mod. Mod, Mod. Mod. NN �� �'\� h'T `� Sand Sand -Sand Sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE of 2.5Y7/4 2.5Y7/4 2.5Y7/4 2.5Y7/4 FROM THE EXISTING SAS TO BE DISPOSED TEST OLE #4`N, �" \`� 6+ . 30"- 132 C7 87.00 30"- 132 C7 87.00 36"- 132 C7 87.00 36"- 132 C7 87.00 OF AS PER BOARD OF HEALTH SPECIFICATIONS. E 98.00 `.4 /1�` .0, N. N EXISTING SYSTEM TO BE RELOCATED ASSESSORS MAP - 186, PARCEL 009 AS SHOWN TO MEET SETEACKS /'/ IN �� //' WITH PROPOSED ADDITION TEST LE #3 /' F`�/� /> / NNN ZONING - RESIDENTIAL CHAMBER LOCATED CLOSEST EL 98.00'/ Ven� 3 WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY ARE AS SHOWN TO THE HOUSE CAN BE Q ;� ,' / WW �� `�� Perc �i1 De Depth to Perc: 30" to 48" Depthpth to Perc: 48" to 66" REMOVED AND ADDED TO �' W /;:''� _ THE END OF SYSTEM '�' ,/' / \ �!,} �`THE Rate- 2 MPI Perc Rate 2 MPI WITH APPROPRIATE \ L / D-Box ; ;,:r% W\ Groundwater Not Observed _Groundwater Not .Observed r - No Observed ESHW i No Observed �Snti,r A. AMOUNT OF STONE �� , P W �.:' \� ADJUSTED H2O Elev. = None ADJUSTED H2O Elev. None '� �' 1 �•'� TEST HOLE #2 0. • b ELEv.= 48.00 ALL OUTLET PIPES FROM THE L E G E N D -____- 12' f f _ DISTRIBUTION Box SHALL BE ____ SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER PROJECT BENCH MARK 3'`�' �'TEST HOLE 1 I i' 3- 6.OUTLET TOP OF FOUNDATION _ _ �`�'� 8Xo DENOTES PROPOSED € `� ELEV.= 98.00 I // ELEV. = 100.00 (Assumed) - 11 O /' ,to' EXIST, / Lit ' a5 OUTLET 12' "' SPOT GRADE _0 / 1000 GALLON 4- - sc . i ' °• DENOTES EXISTING SEPTIC TANK i X 104.46 ��v1500 al `2 •• (�O TO BE REMOVEk� y1a6' SPOT GRADE Septic`Tank o i PLAN SECTION HCROSS-SECTION F° 0 %) i� PL PROPERTY LINE \\ 3 HOLE DISTRIBUTION BOX - H-20 LOADING PROPOSED CONTOUR PROPOSED 26' x 36 j NOT TO SCALE PATIO GARAGE 97- - - - - -97 EXISTING CONTOUR \\W WITH SECOND STORY LI VING G SPACE W i i l DEEP TEST HOLE & Design Calculations PERCOLATION TEST LOCATION PROPOSED .1/ Number of Bedrooms: 4 Equivalent to 440 Gal./Day (440 Gal./Day Min. per Title V) 4 BEDROOM Garbage Grinder: No FENCE LOT 09±88.6 ' Leaching Capacity Proposed: 440 Gal. a HOUSE Y L 26,130 Square Feet +/- Septic Tank - 2 x� 6fi 0 Gal./Day - 0 USE NEW 1500 GAL. Septic Tank. 1 #161 �.' /i SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch PRIVATE DRINKING WATER WELL ,9 �� X i `� �' ,' SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch REVISIONS ��� ��\ �`�\ I �� ��' // Bottom Area: 0.74 gal/sq. ft. x 435.50 sq. ft. 322.2.7 gallons Sidewall Area: 0.74 gal./sq. ft. x 186 sq. ft. - 137.64 gallons 1 / �\` \\` \\� ��• \\� WW \`� PATIO .' i Providing: - 459.91 gallons NO. DATE: DEFINITION t9a, `�� `\ \ W W \ Use: (3) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, dsr %N, N,*1 \ ��\ WW �\ \�\ ,�� �/ TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND N. 4' OF WASHED STONE ON THE ENDS. d) \` ` �` W �` /' �` UNITS TO BE SEPARATELY PIPED PROPOSED ___ PREPARED, '�`;�`N,,NIN�,'�`,, -- ---""- `��' RELOCATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM �� AND PROPOSED NEW ADDITION do OF - �\ % 1 61 BAY LAN E MR . DONALD LUKENS # oF`�� 19 161 BAY LANE LANE CENTERVILLE, MA d 6, PREPARED BY: d� CENTERVILLE, MA 02632 ,apt"°F '"� '.° �o �o a ,�ui -r,I �.\ CARHEY E. SHA Y 0 AY f ENVIRONMENTAL SERVICES, INC. 118 185 ASHUMET ROAD 'ITARWP MASHPEE, MA 02649 0 20 40 50 TEL/FAX 508-539-7966 SCALE: 1 "=20' DRAWN BY: CES DATE: ��C, AD , 2007 PROJECT#SD-1027 FILENAME: SD1027PP.DWG SHEET 1 OF 1