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HomeMy WebLinkAbout0290 HICKORY HILL CIRCLE - Health 290 kory Hii'I Circle I es; r(( 1'1 .�1 1 • washer dryer sink M i..: CD km* IFUrtiace � Hoi 32"door i Water r-s - 4-7 cx ow __ � op®n a elving o{i6n shelving _ hen�aLh stairs b®neath st IYs v� fQpen rHllliig td lending d o I. to landing.1 M I'1"I°i WI IIll[12,101111illil 39" „iJl� WateP `ilili ._._ N O �. Two awning windows AN351 JC One doubiehung window#TW2432 e* O 1. 0CATION 4vtCidaEWAGE PERMIT N0. INSTA UE 'S NAM i ADDRESS t U I L D E R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED r�•� d �� U� � �� �� _ i • � �' t` � 1 � � .�-- �_ 5���i Commonwealth of Massachusetts . Tithe 5 Official Inspection Form 1 Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. Cityfrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way_Please see completeness checklist at the and of the form. Important:When A. General Information filling out forms `�tpnubrruprr�. on the computer, \������N•tH OF Mz+S���G�� use only the tab 1. Inspector: C key to move your a y cursor-do not I �� o•. Gn .tames D.Sears .LAMES key the returnY Name of Inspector v CapewideEnterprises LLC o; VQCompany Name . o 153 Commercial Street __-- ��er5rn ` Company Address Mashpee MA 02649 City/Town State Zip Code 508-477-8877 S1623 Telephone Number License Number S. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 4-16-13 toys Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or.DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,OOD gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. *'*.This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. LJ611 (j ' 1110111U t5im•3113 Title 5 Offidel I ion Form:Subsurface Sevage Disposal System-Page 1 of 117 Apr 22 13 07;53a p.2 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. CityrTown State Zip Code Date of Inspection B. Certification (cont.) 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. Check the box for"yes", 'no" or"not determined" (Y, N, ND)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. ❑ Y ❑ N ❑ ND (Explain below): t5 ns.3/13 Title 5 Offvial Inspection Form:Subsurface Savage Disposal System•Page 2 of 17 Apr 2213 07:53a p.3 Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle i — Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumpslalarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ 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 ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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)thatthe 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 15irn.3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System.Page 3of 17 Apr 22 13 07:53a p.4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 9 P ys rY 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. City/Town stale Zip Code Date of Inspection B. Certification (cont.) 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 fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other. .D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in Is less than 6" below invert or available volume is less than V2 day flow /T t5ins•2113 Tille 5 C idal Inspedion Form Subsurface Sewage Disposal System•Page 4 of 17 t. Apr 22 13 07:54a p5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysts,performed at a DEIP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen Is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described 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 Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either°yes"or"no"to each of the following, in addition to the questions in Section D. 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. t5ins•3113 Title 5 Official inspection Form:Subsurface Sewage Disposal System•Page 5 of 77 Apr 22 13 07:54a p.6 Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. Cityrrown state Zip Code Date of Irispedion C. Checklist Check if the following have been done.You must indicate 'yes"or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® 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 NIA) ® ❑ 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: ® ❑ 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(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design). 3 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins-3113 Tile 5 Olfic4 Inspection Form:Subsuafaoe Seaaga Disposal System•Page 6 d 17 Apr 22 13 07:54a p.7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required For every psterville MA 02655 4-16-13 page. City/Town State Zip Code Date of Inspection D. System Information Description: The system is a 1000 Gal. Tank D Box and pit. Number of current residents: 2---- — Does residence have a garbage grinder? ❑ Yes Z No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ® Yes ❑ No Water meter readings, if available last 2 ears d 2011-7,00OGal's g ' ( y usage g (gp »' 2012-4,000Gal's Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Present . Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/personstsq.R., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ics•3113 Tde 5 Official Ins pedion Forrrc Subsurface Sewage Disposal System•Page 7 of 17 Apr 2213 07:55a p.8 Commonwealth of Massachusetts G Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is Osterville MA 02655 4-16-13 required for every page. City/Town State Zip Code Date of Inspection Q. System Information (cont.) Last date of occupancyluse: Date Other(describe below): General Information Pumping Records: Source of information: 98109 Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® 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/Altemative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3113 Title 5 Official Inspection form:Suosurface sewage oisposai System•Page a of 17 I Apr 22 13 07:55a p,g Commonwealth of Massachusetts Title 5 Official Inspection Form 1. Subsurface Sewage Disposal System Form Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is Osterville MA 02655 4-16-13 .required for every page. Cdyfrown state Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known) and source of information: 1983 Permit#83-832 Were sewage odors detected when arriving at the site? Q Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH 40 Septic Tank(locate on site plan): Depth below grade: 22"feet Material of construction: ® concrete ❑ metal ❑ fiberglass [] polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Gal. Precast Sludge depth: 3" 15ins•3113 Title 5 Oficral Inspection Form Subsurface Sewage l3 sposal System•Page 9 0117 h Apr 22 13 07:55a p.10 Commonwealth.of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cunt_) Distance from top of sludge to bottom of outlet tee or baffle 2T 1" Scum thickness -- Distance from top of scum to top of outlet tee or baffle 811 Distance from bottom of scum to bottom of outlet tee or baffle 17" How were dimensions determined? Asbuilt-Tape Sludge Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank and outlet cover at 22"below grade w/inlet cover at 6". Tank at working level w/outlet tee. No sign of leakage or over loading. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: 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: Date 15ins-3/13 Title 5 Offical Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 - I Apr 22 13 07:56a p.11 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owners Name requir required is Osterville MA 02655 4-16-13 required for every page. Cityffown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid ievels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow gallons per day Alarm present; ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No [Sins•3/t3 Tille 5 Official Inspection Fonrr Subsurface Sewage Disposal System•Page 11 of 17 Apr 22 13 07:56a p.12 Commonwealth of Massachusetts Title a Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is OSteNille MA 02655 4-16-13 required for every page, Cityf rovm State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x16°-26" below grade w/one line out. Box is clean and solid . No sign of over loading or solid carry over. Pump Chamber(locate on site plan): Pumps in working order. ❑ Yes ❑ No` Alarms in working order. ❑ Yes ❑ Noy` Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins-3113 Title 5 Official Inspection Fom i Subsurface Sewage Disposal System-Page 12 of 17 Apr 22 13 07:56a p.13 Commonwealth of Massachusetts Title 5 Official Inspection Form I - Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number. ❑ leaching chambers number: ❑ 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.), Leaching is one 4'. precast pit WT stone. Pit and cover at 31"below grade, pit is wet on bottom. No sign of.high stain line or solid carry over_ Walls are clean like new. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No 15ins•3113 Title 5 Official Inspedion Form:Subsurface Sewage Disposal System-Page 13 of 17 Apr 221.3 07:57a p.14 Commonweafth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (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.): t5ins•2113 Title 5 01111cal Inspection Form:Subsudace Sewage Disposal System•Page 14 of 17 Apr 22 13 07:57a p.15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Foam-Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page_ City/Town State Zip Code Date of Inspedion D. System Information (cunt.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Loca where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately 2 3 %3 3 = a � = mil , ❑ A 3 @3 ' t5ins-3113 Tifle 5 Official inspection Form:Subsurface Sewaee Disposal System-Page 15 of Apr 2213 07:57a p.16 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Fortis- Not for Voluntary Assessments 290 Hickory Hill Circle Property Address Mark Chaffee Owner Owner's Name information is required for every Osterville MA 02655 4-16-13 page. Cityrrown state Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water. 12'+ feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked,date of design plan reviewed: 1983 Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: T.H_ on File B.O.H. 1983 no G.W. at 12'. Bottom of pit at 6'-6". Bottom of pit at 5'-6"above T.H. Depth Before filing this Inspection Report,please see Report Completeness Checklist on next page. 15i-s.3113 Title 5 Ofriolel Irspedion Forth:Subsurface Sewage Disposal System•Pane 16 of 17 Apr 22 13 07:58a p.17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r 290 Hickory Hill Circle Property Address Mark Chaffee r Owner owners Name information is required for every Osterville MA 02655 4-16-13 page. Citylrowm State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•W13 Title 5 Official Inspection Forn:Sutsurface Sewage Disposal System•Page 17 of 17 THE COMMONWEALTH OF MASSACHUSETTS FRis...A................ BOARD OF HEALTH .............. . a �vvlirativu for Diipoottl Hlorkii Tomaurtion Prrutit pplication is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at ......! .� .. .�r..rz ..........�sT----------------------- .. ............._.. ....-----.. kL.ca;i..- d re r Lot No. l� s�:....- Q..... �C....... � 7........................................................ ` / Owner Address a ................. �/_._..��/.. _ ......_.........._.................... .............................. ........................................... Installer Address � feet Type of Building Size Lot...........................S q. Dwelling—No. of Bedrooms...._.....—. ..............:.............Expansion Attic of-� Garbage Grinder QUC) �' e 0� Other—T yp of Building -00 .......... No. of persons......... ................. Showers (.9j — Cafeteria 0/0) a' Other fixtures .................................. W Design Flow....... .....6_._....gallons per person per day. Total daily flow___-------:5�.50.................gallons. 0: Septic Tank—Liqu d capacitv._i���gallons Length.....10..... Width...... ...... Diameter-----& Depth....4........ Disposal Trench—No. Width.................... Total Length.................... Total leaching area...A6.11.sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank ( ) `" Percolation Test Results Performed by..... 1.[i?� .�..... ��1 �.lr_/ .. Date_.... ....... aTest Pit No. 1....4.Zminutes per inch Depth of est Pit.................... Dept?to ground water........................ f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ------•-----------------------•--•----•-t .. ................... I ................................................................. O Description of Soil------- _-_ -.......� �!,✓L-•-t �{� s C- ----------------------------------------•-------------------•----....--------------- xI..... . . .__. c, -- ..5....-•..... ................................................................................................ U Nature of Repairs or Alterations—Answer when applicable................................................................................................ t` -------------------------------------------•--------------------------------------...------•-•--••---•----....--------------------------------------------------------------------------•---•-••••---- Agreement: " The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of LI LL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signe . ..-• ----•.. s ....... ... .... ----••-•------............._. /.. --- ... 3 ApplicationApproved By--•-•-------•-----......-'...... .......................................................... ........... -�....... Date Application Disapproved for the f ollo ing re ons. •-----•----•-----•---•------------------•-•-------------•-••-•---•------------.........._......---•---•----.... ............................................•--------......................---.....---....--^---...-•---•---.............-•---.................................... .._........• ............•- Date PermitNo.......................................................- Issued....................................................... Date ___—------------------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH --------------- ............................................ Applirtttion for Diiipnottl Workii Tnnotrnr#inn rnmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: . --.....- Location Address r or Lot No. ........................................................... Owner Address w �/ ,� ...................................................... ........................... .......................................................... Installer Address dType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms...........�...............................Expansion Attic (AJr,) Garbage Grinder (�Jo) P4 Other—Type of Building -_- ......... No. of persons.......(.................. Showers ( L) — Cafeteria (N(,) P4Other fixtures ....... ........................................................................................................................................... w Design Flow........%:^. . ._._._5..:5.........gallons per person per day. Total daily flow........... ?_ r .................gallons. 94 Septic Tank—Liquid capacitv__L�`Ugallons Length-----dx ..... Width------k...... Diameter_____- ....... Depth....t_........ w p Width.................... Total Length..................._ Total leaching area _._..sq. ft. x Disposal Trench—No...�J.l A.)�_..__ a'.•G_ _:`� Seepage Pit No--------------------- Diameter.................... Depth below irilet.................... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank 1-4 �((Mr sic f e� Hr <P f i- /•�� Date (�! U Percolation Test Results Performed by............. ........•r --..............._J--......_................ ----...=-.............................. �} Test Pit No. I...._:�__�__minutes per inch Depth of `Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth o ground water........................ R+ •-•••-•-•-••-•-------•-••-••••......•--•.....•.•_-••••-•-•••••••------•----•--•---•..............•.......................................................... O Description of Soil........cr----,- =�=:..... I `- ='•�-L= `... 1 = -:a'7r x W ` `' 1.....F C ...._.J..�.1i ....--•----•-------------••-•----------•---•-•-------•-•------------•-......_.........--------..... VNature of Repairs or Alterations—Answer when applicable_______________________________ .....---•-----------•••••-•••-••......_..-•••••--•-••-•-••••--••-••-•••••--••••••-••...............•••..._•_......••••-----•----••••••••-••••••---•-•-•-•-••-•••••••••••••••••••••--••..._......-•--•-•• Agreement: The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with the provisions of TITL- 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed. -• . . •.... S.. .... a- a - Application Approved By•-•••.................... ........ ......... ... G/. '---•--•-•-•.................................... . ......Date Application Disapproved for the f ollo ing re sons:---------------•--.....--------•--------------------•---•-----•--------------......_....._.........-••---....... -•-••••••-••••.•••-••••••...-••••-•-••-•...............•_._...-•-.•••....-•••••••••-----•-•--••...•••-•••-••--•••-•................•---•--•••-•-••••..•-•--••-••••••••••--••••......-••••-••-•-...•..... Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..7.�.........OF.......... .?/-.`2�7 ............................... . �rrtif irtttp of f�nnt�rlittnrr THIS IS TO CERTIFY, T4at the Individual Sewage Disposal System constructed ( or Repaired ( ) � -� . by............./I/.....f ........................ .•••••--•---•-••----1----••----.....--•.....•••--•--•-..........-••-----•••-••--•--•-•--•---•••...........•----•-•••-••••-•-••--••. Installer at_---•- �•••-•• //f.F.j.:...........!l_....---------------�-'-T......-----------------------------------...........------XUA/RANTEE ........--------- has been installed in accor Once with the provisions of TIT F f The State Sanitaryed in the application for Disposal Works Construction Permit No.�- .- ''.............. dated.. _................. THE ISSUANCE F THIS CERTIFICATE SHALL NOT BE CONST U AS AHAT THE ION SATISFACTORY. SYSTEM WILL U / DATE.__.. �...... . ..�.............. :.......... ............•- Inspector.. ... .......................................................................... { THE COMMONWEALTH OF MASSACHUSETTS BOARD {OF HEALTH ...............71}A L .......OF........4>.............................c (---••-..........••--•-........... NIS.�`..�.� FEE... ............. Oftyi sttl Norkg Tnnstrnrtion ramit Permission is h re by granted 1 ------------------ �-...--•------ --................----- to Construct (kj or Repair ( ) an%�Individual Sewage Disposal System at No. ....- � � f---••-•••--.-•••••L - ......-•••-•......••-•-••---••. •.......................................... ,� Street as shown on/theplicat' n for Disposal Works Construction Permit No................. ated.:_..........__....._..................... �� oard of HealthDATE....----•- /----------••-----•--------•---•------.-•---•-----•-------. FORM 1255 A. M. SULKIN, INC., BOSTON a A . � C V SPIT UR�ti� j IDS"b ` ,,Yh•�. ~I 011 nL .� 4 6 1 _ • _ r _4' «� Al p 1 Qo 42 moo ,�` v ^; .Nr - `Ja c 4 y i �^ 60 L E 0 E N.D-------- - EXIBTIN 3p T- �riOFM� 9 0 E L �.EVATION 0,�0�,•• � ss @ CERTIFIED PLOT PLAN EXISTWO CONTOUR --- 0 -- - a3 FINISHED SPOT ELEVATION ] A� d rn 107 3�1 /C / c���F FINISHED CONTOUR 0 ------ 0 t RSE' OsT�=i?v/ N_o.10951�p APPROVED , BOARD OF HEALTH Ago �isT�4 ��'` S/OIN NAI E�� A it A 8 atA la AS s d DATE AGENT e�� o •��aa SCALES "�.. � . DATE, 77/2ts�/�-:3 LDREDGE ENGINEERING CO IN CLfEidTa�rsr,�� -----d I CERTIFY THAT THE PROPOSED EGISTERE ZUGR ISTERED JOB N0. �? BUILDING SHOWN ON THIS PLAN CLVIL LAND CONFORMS TO THE ZONING LAWS ENGINEER VE DR.BY '_ '�"I:_ OF BARNSTAB E MASS. T12 MAIN STREET CH. BYE HYANNISt MASS: Z SHEET,L OF.-Zz- ---- _ --- DATE G. LAND SURVEYOR j J !VOTE - /F Et TN�R Ti,/E S-rmT/C TA,v.j< OR i ?O FT. M//V. --� .?,!F,gGt•IiivG P/T :ARE /''SORE T�'•/�9:'/' /2" 9EL0 iv �' 1� �,4AOE, 4 24 "diA,44 ETER ='ayC::P�?"� /O /a7R M/ SNA L L e F 9 Q a uG,W T r""cP/Pl tyE,�✓y C^.ST :RON G �vE.� �.S'=3L .3 S� i COjvc'WA a MJN. P/TC*4 i r ioo.2 FOYERS DR/�/.. NA Y l�r _ UQ!!/O LEYFL GliL. _ r + • • ►• r > �.' WASH.-O 57v/YE ( ; JNIAl.PnC-V D/ST • • • • s • r • s a a,, BOX • 1 • e • • D�PTiI ' s r • ; v v W4S,'rfD STu'YE. _ o t r s • s ear 1 • o , • •, � � • • e • • r � i�a PRECAST 5 AGE l j0. x 'j .5 %D s s,•+ . • r • • e • • r e- ® • e P/T G:4 EQU/Y. IJ6/Y1.'�' e'l.�Y�OT/GAf3 11'�• I x i, o = i ; 3 r G, ' T �� j T AT S/?/LDSN6 g 2.2 FZ / 3' �' SFF 7A' JVL11TJ DN 92.0 �T p��cAFAc:rr ( : L' o �! f2' F7 OIAM. C� l�iL ET ATiFC T-4AIIC.. ; liTL�T gZPTIC 7�i MM ct I, ' GROUND J44TER 7AJZ E i .!Illet 7"D%Srq.'40 710AI SOX `:{L�-A-Z SUCTION OF; t,VLET LZACRIM4 Per 3 -, pr LEs�C'f�lJSf� P!�. 7A47411 ATID/Y JCA 'dE DIAIEN.S/Ol!! A 4 �! KllMBER OF GrFDRGGMS -3 DJ�gJ1/$/GM C GARQ.�G.�DI•SPOSALL UNIT N'� = ' SO/sL ?�g3T TOTAL dryTI/*%A-rED FL.Os'V 3 3 `) GAL.1,aAY SOIL. TEST A/ SO//- 7EST,*2 iKUM3ER GZF LrACXtN6 ®/T3_J__ �'ele 3 � �EL�Y. Gt4Te OF SOIL T4EST 7 /� 3 SID LL'AOHING PEdt P/T • a .S1;t FT. U - RFSCJL7'S 1vJTNESS.Et? �� 7:C . _9GTTOM t gCN/NG i�ER P/T ! SA FT LG 1��' c Pel COLA T/OAS AA7'0 ,*/ � S �7IN�lA/GN � '�1' T. fE.-VC04,4-rI D�V R.4771E )W 2 1 ' CV-'N6 AREAAC SQ. FT. OF i. . 0 'Sam $� v.. cn M ! : r< Comm �� H FL D�EDGF clYGJN RJ�/G Ca,INC 2W4O �. t,• � /�.<- P !_E.C''t/. k,J , , 7/2 ,NA ST ,. i5/Y�.thiS. y� - ''�' —`� ® - NOGRO!1NJ' �YATCR fNCOUNTf��O CL/ENT: F3< , c.V /C : DSRH7EQ GROV JOB ND. `ET=0,4W f �- i /.. NOTES: , , 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 3a-o 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, ABOVE ON GABLE NEW DETAILS,&FINISHES IN THE FIELD WITH OWNER 00 ❑E PATIO 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE V-8"ABOVE SUBFLOOR , 14'a' 3'4' 3'-4^ o r o T-4" 3-4" 5'-,r 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ❑ tB STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 B - g A6 D D D I i I 5.) 116 MPH EXPOSURE B WIND ZONE 2. , 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, \ / I OR HORIZONTALLY W/BLOCKING AT EDGESI 3"EDGE/12"FIELD NAILING J I I 7.) ALL LVL LUMBERIBEAMS TO.BE 1.9e U360 LOAD = r I SEPTIC I 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY YANKEE SURVEY FOR ALL F I I PROPOSED&EXISTING DETAILS A I I I 9.) :FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF A4 a'-0' 4'-s^ a _ A I I ALL SIMPSON COMPONENTS,' A4 I i I 1.0.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS A I FMoa x r---i p I ( I TO BE 3000 PSI w sKYLIcI,T I i i I —/ I. 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE J LABovE I DwL--- —J CONSTRUCTION t L---J I VERIFY ALL / a _ ---- BMANTELD 2 TIMBER I FRAMINGGTO BE SPRUCE/PINE/FIR NO 2 GRADE .. GAS F.P. ETAILS - Tn T----- ylN� _—�__ ______ --_ --1 NEW - WlOWNERS 1 .) CENTER O I I g I FAMILY / 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST_SUPPLIED m O I ce I is ROOM /• ,14.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY ' 4 EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION ` I i INSTALLER/CONTRACTOR Al I 08 �KVL CH I RELOCATED I 4 �T 15'.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED �E / OKY T i 3 F /_ ABOVE - KITCHENI - ti; / WINDOW'.'SCHEDULE _ - I (VERIFY KITCHEN I j LAYOUT W/OWNER) I 14•_e- / TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS 7 I i REF I / ^t A ANDERSEN AR21 2'-0 5/8"x 1'-5 1/2 AWNING / 3'$' � B TW21032 3'-0 1/8"x 3'-4 7/8" DOUBLEHUNG 42"HALF WALL c / -- / C „ TWT21015 T-0 1/8"x V-7 7/8" TRANSOM NEW STEEL BEAM ABOVE _— = _ —L---- -- - D. TW21046 3'-0,1/8"k 4'-8 7/8" DOUBLEHUNG E A31 T-0 1/2"x 2'-0 5/8" AWNING F •A251 2'-4_:7/8"x 2'-0 5/8'_ AWNING ' • - - I I - " 4'j: I 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS o WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS "r �I' EXIST. 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR ' HARDWARE I I LOW-E HP 4 GLAZING W/SCREENS&METRO , DINING MUDROOM qi O } { ----------- -=- -- • _ ' '•�' •I � IECC2012 RESIDENTIAL ENERGY.EFFICIENCY, DETAILS x EXIST. DOD RS — BENCH --- -- I CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION GARAGE 1 I TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL c- - - U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE - . ' EXIST. EXIST. '0.32. 0.60 49 20 30 - ,15/19- 10(2FT.DEEP) 15/19 e , ! LIVING HALL NOTES: ... - " _ 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. c 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS - - t +-FIRST, FLOOR PLAN ' II LEGEND: • _ , EXISTING WALLS - CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION CO O THE BQ� COTUITBAYDESIGN, LLC NEW ADDITION/REMODELING FOR MNSTIRIGNER 814�N.THE ENOTIFI NTRC SCALE . DRAWING NO:: IF MY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD °NS RRES N.'HEE,IMING RTHEC"`R"GT°R 1/4" = 1'-0"Ar WILL RE RESPONSIBLE FOR THE CONTENT !• MASHPEE MA. 02649 CHAFFEE/KNEELAND RESIDENCE DESIGNER SOR OMIS I , COMMENCES WITHOUT NOTIFYING THE /� r']�J o n ,1 CG OE THEE NEROf NOTED.ERRORS OR USE OF DATE ' M 7. (SOCJ) mA. VV THESE ORAWINGS ARE SOLELY FOR THE USE FAX(508)539-9402 290 HICKORY HILL CIRCLE OSTERV.ILLE, MA M o RNOTED.AHTMORCTION A 1 THESEDRAWINGSREOUIRE9THEWRITTEN 5/21/2015 CONSENT OF THE DESIGNER UNDER THE ARCHITECNRAL COPYRIGHT PROTECTION , Lo 12 .EXIST ` " ;"• - TOP OF PLATE' "< r. • El , r - .. - �.. FIRST FLOOR sILKLOOR r • _ ^. 'Z , BASEMENT - - - EXIST WINDOWS . LEFT ELEVATION' - ` _ 12s '-, EXIST.. ; ' NEW ASPHALT ROOF SHINGLES •. - - x. r ,. � ❑ ` TO MATCH EXISTING L NEW AZEK OR KO MA FASCIA.` FRIEZE.6 SOFFIT BOARDS - - n • - " TO MATCH EXISTING . _ TOP OF PLATE - • .. s _ _ ,• - CORN RE BOARDSMA - ' ■ . ♦. - NEW AZEK OR KOMA 1 x 4 - N - _ TRIM W/2"SILL -. x r. � EW W.C.SHINGLE SIDING - ' TO MATCH EXISTING s , -- • _ - FIRST FLOOR• - SUBFLOOR - BASEMENT _ i - • .. _ WINDOWS RIGHT ELEVATIONTHEOE ; - — - _ ERRORSIOROMI OMISSIONS SENOTIFIEDIFAREFOUNDONV SCALE : DRAWING NO..:ERRORS OR OMISSIONS ARE FOUND ON BQ� COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: CONSTRUCTIN.THEBILDING CONTRACTOR 43 BREWSTER ROAD - CONSTRUCTION.SON. IBLES IFF FOR CONTENT /4"WILL BE RESPONSIBLE FOR THE CONTENT 1 � — • MASHPEE MA. 02649 CHAFFEE/KNEELAND RESIDENCE - D OF MY RAWWGRRORS OR CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE - r�. THESE DRAWINGS ARE SOLELY FOR THE E DATE PH, (508)274-11 VV OF THE OWNER NOTED.ANY OTHER USE OF THEA2 FAX(508)539-9402 290 HICKORY HILL GIRCLE;OSTERVILLE, MA MCNE �OP°°IGHB�`E'�" 5/21/2015 g CONSENT OF THE DESIGNER UNDER THE + ARCHITECTURAL COPYRIGHT PROTECTION • +. MLF EWAZEKORKOMAAKE BOARDS TO MATCH EXISTING TOP OF PLATE Ell S2 ElX 4 NEWAZEKORKOMA - . T 1 x 6 CORNERBAORDS FIRST FLOO - ' NEW W.C.SHINGLE SIDING - SUBFLOOR -TO MATCH EXISTING - _ - REAR ELEVATION:f FRONT ELEVATION THE DESIGNER SHALL BE NOTIFIED IF ANY COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THESE SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF THES 43 BREWSTER ROAD - _ CONS ERESON.THE WMI-BUILDING CONTRACTOR 1/4's _ 1'—O" r -WILL BE RESPONSIBLE FOR THE CONTENT WOO MASHPEE MA. 02649 CHAFFEE/KNEELAND RESIDENCE DESIGNEORAWNGSRDRSORIC THE TION f DESIGNER OF AN ERY TORS ORING ONS. f - THESEDRAWINGS ARE SOLELY FOR THE USE EIEH 1E I [:: PH. (508)274-1166 - -. _ OF THE OWNER NOTED.ANY OTHER USE OF DATE FAX(508)539-9402 290 HICKORY HILL CIRCLE OSTERVILL'E, MA GTOECTUR 9REOUIGHTPOTECTION 5/21/2015 A3 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION TYP. ROOF CONST. _ -2 x.12 ROOF RAFTERS Q I fi p 3-1 314"x I W LVL RIDGEBEAM -5/8"CDX PLYWOOD ROOF SHEATHING /� pp -ASPHALT ROOF SHINGLES - - TYP.WALL CONST. - a -15LB"FELT PAPER - - •': •2x 8 BLOCKING IN THE OUTSIDE B.. ,� - 1.2 x8STUDS(tj 18'o:a. SOLID _ -SPRAY FOAM INSULATION 2 x 8's(oj 18"o.c. - 2.112",PLYWOOD SHEATHING r "'` TWO RAFTER 8 CEILING JOIST BAYS • + Q SLOPED CEILINGS(R=48) : 3.8"(R=20)BATT INSULATION - w- @)48"o.c.,ALLOW SPACE FOR AIR A6 , r -` FLOW ON THE UNDERSIDE OF ROOF='r 3-1 3/4"x 18"LVL RIDGEBEAM 4.1/2"GYPSUM BOARD - „ Y - EATHING - 4 x 8 POST FROM -SIMPSON H 2.5 HURRICANE CLIPS "- , 5:W.C.SHINGLE SIDING -• - ;m h SH `;: :`? ` - RIDGE DOWN TO HEADER AT ALL RAFTER ENDS - 8.W.C.TYV S VAPOR BARRIER. ,'> .. / 'v - -ICE/WATER SHIELD AT BOTTOM - '.7.;8MILPOLYVAPORBARRIER.� + -4K,iJ' '2J r 2J 4K;1J + .4K,1J 2J 2J 4K,1J "- 3'0"OFROOF _ f x s o.c. � 12 ,. .. s; "- -WIND WASH BARRIERS + , 1 �7 - '.+ 3-:T 3/4"x8112 LVLHEADER" — — _ --ALUMINUM DRIP EDGE � '`^.-- "P _ _. ' GABLE END WALL TO - . BE BALLOONFRAMED,., . - - n ' - TOP OF PLATE`, � - .j- i• . —_ +. 'F Yam' - m „ i " , y +t: : Q , D El In , '.. ... • e. r. . : .- ISLAND � ' .. ,, ,. � - RELO D NEW A _ FIRST FLOOR. KITCH : w,., . ' FAMILY,* a a t SUBFILOORROOM t , F3/4"TBGPLYWOOD. «* .:, •.• •: , '• " - P. 2 x 8 SILL - 2.x 12's Q 18"o.c. iq SUBFLOOR-GLUED&NAILED a v '' . •' W/SEALER '.. . + 4) L: 9 BATT INSULATION(R 30) � 4x12s(a�18"o.� �". •_ ,. ,:: _ - � " NEW. .: •' " , '. ...: - ,. .._ .-, •. ., m ... 7-. .3-.2x12 GIRT.� _ •. , ; _ _ .. - e M1 CRAWLSPACE , _ -,/;." _. -:- •, -rc,..: :. :`�. a-_ :. :. m TYPICAL3 1/2 DIA:: -, '. � : 4 r , i. 4;•.,. 2.CONC.SLAB W/.. YCO,UMN' -.-:, STEEL LALI CO!,UM • x ,.. !. 8 MIL VAPOR ,�'-• .;BARRIER UNDER, , v + h " A # , Ytl• TYPICAL 30"x 30"x 12". _ ,. - r - -_ ,.. ., a _ ---- ...NEW W12x 40 STEEL BEAM a. - L__J L_*_J >CONCRETE FOOTING s + . '.i NEWS"CONCRETEfOUND. .: �• • _ a.: NOTE:DROP TOP OF NEW FOUNDATION NE x x CONCRETE .: RID DOWN TO BEAM / . FOOTINGS TO 4'0"BELOW GRADE.+ 5 - TO MATCH.NEW SUBFLOOR W1 THE _ ...,7 ,:"., STEEL PO UNDER - r BEACH END OF S �`'. W/2x4 KEY 8(1)a4HORIZONTAL EXISTING SUBFLOOR,(VERIFYINFIELD 1 .. BEAM SEEDetvL `BAR AT TOP 8 BOTTOM OF WALL .' . . : „:- _ - •r , v r IF REQUIRED). + F + ,.T - - r• T-- .. ' _��. d '.''�' �I .NEW ROOFTO BE k BUILTOVER EXIST. a : _ ' :- r: : °. t'; :.. - 'q z,.> I ;.ROOF STRUCTURES p 1 - - „- ,x EXI TING RIDGES _ SECTION KITCHEN/FAMILY ROOM - 4 Al n K 01 : • , " " w _ t , , F m a 4, c . .EXISTING RIDGE BOARD - ,, je x , .b EXISTING RIDGE ¢ ..Y t' , t r r fi t TYPICALASPHALT - - Y, , - ROOF SHINGLES 5/8"COX PLYWOOD SHEATHING .. • --.:.' - - - , .' 2 x 12.RAFTERS_-. 15#FELT PAPER - - •. s •o SIMPSON H 2.5 HURRICANE CLIPS' WIND WASH - - ♦ - ,`. :.BARRIER ♦ Ti ICE/WATER SHIELD ALUMINUM DRIP EDGE_ '... - _ _ , 1 x 8 FASCIA BOARD ! F p '_ w 1 x 3 STRAPPING W/ r. '1/2"GYPSUM.BOARD i x 4 SOFFIT BOARD - - 1 x CONT.VINYL SOFFIT VENT •. . .1 x 3 SOFFIT BOARD. F R� \/A' '^' N TYP.2 x8 WALLS 1 3/4"CROWN ®O F!- !/ !I Y l I N�! hL� a 1 x8 FRIEZE BOARD NOTES: -•. ,...m_ r - - 1.) ALL ROOF RAFTERS TO BE 2 x 12's s dry' UNLESS OTHERWISE NOTED .m• 2.) USE SIMPSON-H2.5 HURRICANE CLIPS - - 13'e DETAIL AT WALL' c '' AT ALL RAFTERS ENDS.•, _ o : °�'. SCALE:1/2"=1'0" 3.)VERIFY GUTTER TYPE/LAYOUT., 1 777 W/OWNERS' `, �a`�a"t T COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING: FOR: � `a - ,U. '° ERA RUCT...IONBARNGCONONY GALE : Ow�W,NCNo:: THESE WING9 PRIOR TO START OF ' " ffl1 CONiT RESPONSIBLE FOR TN E CONTRA TTOR 1/4" 1 I-011 B ® 43 BREWSTER ROAD r . ". y: 1 � �. IN ESEDRAWINGSIF CONSTRUCTION - MASHPEE MA. oz649 CHAFFEE/KNEELAND RESIDENCE MMENCE9NGSART SOELYINGTHE 1 �. Ts DESIGNER OF ANY ER OMISSIONS. PH. (508 274-1166 e' J'"'4 THESEDRA­ER RNO ED.SOLELY ERUEOF DATE FAX(5o��539-9402 290 HICKORY HILL CIRCLE OSTERVI LLE', MA: r a OF a ERNOTEYRIGHT THER CTI OF THESE DRAWINGS REQUIRES THE WRITTEN e�p ARCH TECTURAL COPYRIGHT OMB oN A4 5/21/2015 • Q "0. 15" INSTALL 5/8"SIMPSON TITEN HD ANCHOR BOLTS AT _ - 48"o.c.MAX.W/SIMPSON BPS 5/8-3 BEARING PLATES - - - 13'-W 4'-0" 1T-0" - 8" 9' PLACE BOLTS WITHIN 6"-16"OF EACH CORNER AND - - TO A 8"MINIMUM DEPTH.BOLT LENGTH IS 10". ' 12'DA.CONC.SONOTUBES � � + - TO 4'0"BELOW GRADE.USE - - ,i. - SOLID BLOCKING INt4l SIMPSON ABU46 POST BASE 6-0' eo I I O THE OUTSIDE TWO - JOISTBAYS Q48'D.C. xt BTEP DOWN T•11/8"AB FOUNDATION—_— ____—__ _ — _—_ - � 2E P.T.2x 6 SILL W/SEALER 1 SEPTIC I Q _ - rt- _ N A4A4 TANK ... i .. - NEW3,� , I ANCHOR BOLT,DETAIL ' BASEMENT( - _ [BASEMENT STEEL LALLY COLUMNS - .a WINDOW I I I - I I (_WINDOW I �. ,I +. O " J - ,:.I c u • ` CONCRETE FOOTINGS• _. I _ ti'. W 12 x 40 STEEL BEAM *'• WELDED TO STEEL COLUMN/PLATE NEW ''" 1i I I VERIFY EXISTING SEPTIC TANK O - "• I - LOCATION IN THE FIELD:THIS LOCATION SHOWN IS FROM THE 8"x 8"x 1/2'STEEL PLATE , AS BUILT CARD - WELDED TO 3"x 3"x 3/8" _ 4 N d 3"CONC.SLAB W ,1' /. - _ STEEL COLUMN- t 3 �. 8 MIL POLY VAPOR Z3 WELDED DE T STEEL PLATE - - BASEMENT .BASEMENT / ., - STEEL WELDED COLUMN,3" 3'xLL _ + I O O G OUT FOR 5/8"D AILx 'LG. WINDOW_ WINDOW _ ' - THREADED ROD W/NUTS/ - - DROP FRAMING - I ( / - -. O O WASHERS OR 5/8"DIA 1,3, ., TITEN HD BOLTS(OTY,4) s 3x3x3/8'Er gg 9l_(r 14._10. .. ,.I. .) // .- HSS POST CONCRETE WALL 3'-8" I - I /� • - TOP VIEW END VIEW - NOTE:DROP TOP OF NEW FOUNDATION STEEL BEAM/I—O�7T DETAIL SAWCUTTO"OPENING TO MATCH NEW SUBFLOOR W/THE DRILL&PIN NEW FOUNDATION •IN EXIST:FOUNDATION FOR - - " - EXISTING SUBFLOOR,(VERIFY IN FIELD - SCALE: 1/2"_ �I-0"TO EXIST.FOUNDATION WALL ACCESS INTO NEW 1. IF REQUIRED). " TOP&BOTTOM - - CRAWLSPACE " EXIST. -NAILING SCHEDULE BASEMENT 110 MPH EXPOSURE B WIND ZONE ., .' JOINT DESCRIPTION .` NO.OF COMMON NAILS NO.OF BOX NAILS .NAIL SPACING ..�„ .. .. � . ._. * _ _ "X• + .. A. _ .- - 'ROOF FRAMING: .. . 4 ' - +. - .' .- • _ BLOCKING TO RAFTER TOE NAILED ,. 2-6d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) - 2-16 d 3-16d� EACH END k;. WALL FRAMING: - • - TOP PLATES AT INTERSECTIONS(FACE NAILED) - .4-16d 5-16d - -AT JOINTS ' EXIST, '' m'-• STUD TO STUD(FACE NAILED) - 2-16d 2-16d - 24"o.c. • - GARAGE HEADER TO HEADER(FACE NAILED) - 16d 16d- 16"o.c.ALONG EDGES FLOOR FRAMING r - .•- JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 Od PER JOIST _ r - - BLOCKING TO JOISTS(TOE NAILED) 2-8d 2.1 Od EACH END - BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED). 3•16d 4-18d - EACH JOIST - - - JOIST ON LEDGER TO BEAM(TOE NAILED) - 3.8d 316d PER JOIST' BAND JOIST TO JOIST(END NAILED) , 3.16d 4-16d. PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO - - 2-16 d 3-16d - PER FOOT . - - - ROOFSHEATHING: .. c - S WOOD STRUCTURAL PANELS(PLYWOOD) - - - - - RAFTERS OR TRUSSES SPACED UP TO 16"... 8d ,1 Od - 6'EDGEAr FIELD RAFTERS OR TRUSSES SPACED OVER 16'os. - 8d' 1 Od - 4"EDGE/4"FIELD - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d" B"EDGE/B"FIELD GABLE END WALL RAKE OR RAKE TRUSS - 8d 10d _ 8"EDGE/('FIELD - i W/STRUCTURAL OUTLOOKERS ———————— GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS _8d 10d 4"EDGE/4-FIELD ' -CEILING SHEATHING: `— GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD . ' WALL SHEATHING . - - - - - STUDS SPACED UP TO 24'o.c. „ 8d .- 10d 3"EDGEN2"FIELD -1/2"&25/32"FIBERBOARD PANELS - 8d 3"EDGE/6"FIELD r - - 1/2"GYPSUM WALLBOARD 5d'COOLERS • — 7"EDGE/10"FIELD FLOOR SHEATHING: _. - WOOD STRUCTURAL PANELS(PLYWOOD) - ' 1"OR LESS THICKNESS - .✓3d 10d 6"EDGE/12"FIELD 'GREATER THAN 1"THICKNESS - 10d 16d 6-EDGE/B"FIELD - B�� COTUIT BAY DESIGN. Lac NEW ADDITION/REMODELING FOR. THE DESIGNER SHALISENOTffIEDIFANY SCALE : DRAWING)RR ORSOR OMISSIONS ARE FOUND ON�y,. E_D_TIONGEIISUx.DINGOOR1/4" � 11-01. 43 BREWSTER ROAD r �RgC� ES RESPoNSIB EFORT ECON..�((lll"` THESE D.....B E CONSTRUCTIONMASHPE`EMA. 02649 CHAFFEE/KNEELAND RESIDENCE . �8-iG 7 MME RAWINS OUT NOLELYFOR TH PH. (508)274-1166 y DESIGNER T)GIE ROFANOTED. SDRGM SSIDNS. DATE : �� Sod i THESE DRAWINGS ARE SO 0.FOR THE USE T" ( 290 HICKORY HILL CIRCLE OSTERVILLE MA OFTHEOWNERNOTEDANY O HEECTIR USE OF FAX 50 539-9402 OONSAARCHIT T OOF TA EEE GHT�10TET o„ 5/21/2015 CONSENT OF THE DESIGNER UNDER THE - '.� = ACT OF IM - r _ TYP. ROOF CONST. F - - - -2 x 12 ROOF RAFTERS @ 18"o.c. -5/8"CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES - - -t - - - .. - -15L8.FELT PAPER - a SPRAY FOAM INSULATION - @ SLOPED CEILINGS(R=49) « _ -3=, 3/4"X 18"LVL RIDGEBEAM , SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS ' -ICE/WATER SHIELD AT BOTTOM 3'0"OF ROOF -WIND WASH BARRIERS -ALUMINUM DRIP EDGE _ - GABLE END WALL TO - - _ 4. BE BALLOON FRAMED - TOP OF PLATE EXIST.CEILING JOISTS NEW W72 z 40 STEEL BEAM. - '., TYP.WALL CONST 1.2 x8 STUDS(167.o.c. 3.B/"PL BAIT YWOOD SHEATHING •- MUDROOM RELOCATED'" m KITCHEN ION a.vz"GYPSUM BOARD F ) _ =5.W.C,SHINGLE SIDING 8.TYVEK VAPOR BARRIER 7 8-MIL POLY VAPOR BARRIER 3/4"T&G PLYWOOD' _ ` 4 3 1 3!4'x 18'LVL �SUBFLOOR-GLUED&NAILED c _ RIDGESEAM - - P.T.2x8SILL _ - 2 x 10's @ 18"o.c. 2 x 12's @ 18"o.c. W/SEALER } OM RIDGE DOWN TO HEADER 9"BATE INSULATION.(R=30) NEW CRAWLSPACE ; EXIST. z"CONC.SLAB W/ _ 8 MIL POLY VAPOR - - ,2 - BASEMENT BARRIER UNDER 3-1 3/4"x,i 1/4"LVL CONT.HEADER 7LC- - - - n _ - - NEW B•CONCRETE FOUND.TIN S TO 4-0-BELOW GRA- °' 3K1J 3K,1J _ - - WALLS W/8"x 18"CONCRETE - E. W/2x4 KEY&(1)#4 HORIZONTAL D . 3-1 3/4"x 9 1/2"LVL CONT.HEADER - - - - NOTE:DROP TOP OF NEW FOUNDATION BAR AT TOP&BOTTOM OF WALL TOP OF PLATE - TO MATCH NEW SUBFLOOR W/THE •... ' UJ ' EXISTING SUBFLOOR,(VERIFY IN FIELD IF REQUIRED). 0 B SECTION.@ KITCHEN/FAMILY ROOM _ S2 r 1 El w •L`+ , GABLE END WALL TO V BE BALLOON FRAMED 11711 FIRST FLOOR 4K;1J 2J 2J 4K,1J 2J 4K1J 2J 21 41.K;1 v =` -. " •. /» - ,, - + 2 x 12's @ 18"o.c. NEW 2x,2s@,�G.C. H CRAWLSPACE GABLE ENDWALL FRAMING" r. EXIST. - - SEPTIC - - TANK • d1 ,] .. , u3s��M rEk� — „ TIFIED B�00 COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR. TNEDESIGN ER SHALLGSPR RNOSTARIFANV SCALE : DRAWING NO.: . ERRORS OR OML ONS ARE FOUND ON I � THESE DRAWINGS PRIOR TO START OF ' CONSTRUCTION THE BURRING CONTRACTOR 1/41' - 1 1-01, 43 BREWSTER ROAD WILL BE FOR WNSTRUCOCTONT COMMENCES WITHOUT NOTIFYING THE 77� MASHPEE MA. 02649 DESIGN EROFANYERRORSOROMISSIONS. CHAFFEE/KNEELAND RESIDENCE . s OFTE DRAWINGS ARE OWNERNOTED. NYOL OR USE OF DATE . �� PH. (508)274-1166 " s � ,r °ESE oRAWIENGS REQUIRES THE WRITfEON FAX(508)539-9402 290 HICKORY HILL CIRCLE I� STERVILLE, MA 9��b A6 u�i . oN�TURALOESIGNERUNDEEM 5/2v2o15 ARCHITECTURAL COPYRIGHT PROTECTION I ACT .-i'.